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HomeMy WebLinkAbout064-260-040AP 64-26-40 GLENN C. DOUGLAS/✓G%//� SG ..' 40 Brevard Circle, lot 95, PP##15. contr: Feather River Const, Maga. Permit## 3847-74P,E (util . , MH) AP 4-2 40 CONTR:-'Northstate'A.lum, Chic" Pert# 2245-75B(2 covered decks, Mei) T AP64-26-40 Permit# 3775-75B,E(garage,MH (/lZ B07-1815 064-260-040 RESIDENTIAL SFD-Mobile Home PFS MH PERM FND REPLACEMENT 6218 BREVARD CIR,G W /o%?y,0� BIRCHARD, CLYDE & SUZANNE B07-2491' - � �� 064=26j MISCELLANEOUS 1 Patio Cover/CNEW PATIO COVER(242)6218 BREVARD CIR BIRCHARD, CLYDE &SUZANNE/ I — e . Y BUTTE COUNTY INTERDEPARTMENTAL CORRESPONDENCE DELIVER TO LAST PERSON NAMED DATE NAME i Lti'. `s �j DATE NAME f � cfli r tet- , c� l cfli DEPT. Z-0 of C- K p (o7-18 Gi4majo 5- +11 APN 06 2 0 o y� :..� 4 12� 2 V. I iv I- 807 - 2-q (I No rtl$44-411- ftq4 d BUTTE COUNTY BUILONGDiVISION, Apple 07 N./�, n,, , 0 6r -A -0e, ILL i I A 21: . ... .. 4_7 0 APPROVAL • ASE AFOR ST TACUED ST CT 0 ACTi1RE 0j, v ld M(2_2 Cou I A LO 00t, IL IWO: w a® Inspection Type CUNSPECIFIED 4W� Inspector .Carl Nelson !(111512008 10:03 CSN) Contractor called about a note on approved plans- HCD Permit Required etc.- ;NOTE- This is an SPA awning. It is already CA-HCD approved. No further action !from HCD will be required. Only routine inspections for the installation from BC Building Div. (11151200810:11 CSN) HCD Note does not apply to this awning { f Acid Std Comments ' Add Comment Code Search Link Done Title Page NEW FOOTING STRUCTURAL CALCULATIONS FOR THE ALUMWOOD SHADE STRUCTURE 62t!aBrevard Circle; Magalia, Ca 95954 NOTE: The manufactures generic footing calculations assumed the worst case UBC soil condition, which often leads to a conservatively. oversized footing. The following calculations are for the sole purpose of sharpening the design of the new shade structure footings at the new posts. These calculations in in no way have verified the manufacturers structural calculations or design details for all of the shade structure and the support to the existing residence. CALCULATION VOLUMES Vol I: UBC, DL, LL, WIND & SEISMIC Vol IL• FOUNDATION DESIGN CRITERIA: Seismic Zone= 3 Snow Load= 37 PSF CALCULATIONS-FOR- Shade ALCULATIONSFOR: Shade Structure Size: NOTE: The shade footing was designed for the following design criteria Wind Speed= 80 MPH Roof Live Load= 5 PSF NOTE: This set of footing calculations covers the following shade structure HOUSE ------- 10.01 11.01 I I .o, z Span Width= 10.0' f— (from house support to cl of column) Total Width= 11.0' 4 (from house support edge of shade roof) Column Spacing= 19.0' Total Length= 22.0' Solid Roof= Yes Lattice Roof= No Number of Columns= 2 Front Overhang= 1.00' Side Overhang= 1.50' �s � �Oti See Footing Details next Page 1 of 3 o' ?,OFES,13,O� lip m 404A �F CALF% FOOTING DETAIL NOTES: (1) Bottom of footing shall be cast against undisturbed soil. (2) Top of footing shall be cast against bottom of . 8.6' exist slab. (3) Center of column shall be within 1.5" of center of footing. Exist 4" Concrete Slab Undermine for new ftg _ NOTE: 3" clr btwn reinf & soil - I Il _TFf A#3 Rebar = Into comers of footing if J -Bolt used #3 hoop top and bottom 18.0" 2 of 3 Header per Manufacturers Calcs & Plans Column per Manufacturers Calcs & Plans TJ -Bolt per Manufacturers Calcs & Plans or use one of the following alternatives: '(1) 1/2"x8" embedment Simpson "Wedge -All" anchors '(2) 3/8"x7"embedment threaded rods w/ Simpson SET --------------- ------------ adhesive. ' See calcs for additional info II16.0" I" (Footing for Both Columns) NOTES: (1) Bottom of footing shall be cast against undisturbed soil. (3) Center of column shall be within 1.5" of center of footing. 8.6' Exist 4" Concrete Slab or on OG max NOTE: 3" clr btwn reinf & soil -- ---T1-j� =1TT #3 Rebar Into corners of footing if J -Bolt used #3 hoop top and bottom Footing per these calcs Place under existing slab Header per Manufacturers Calcs & Plans Column per Manufacturers Calcs & Plans TJ -Bolt per Manufacturers Calcs & Plans or use one of the following alternatives: '(1) 1/2"x4-1/2" embedment Simpson "Wedge -All" anchors _- '(2) 3/8'_x3-1/2"embedment threaded rods w/ Simpson SET --- ----- /' adhesive. ' See calcs for additional info I ill 16.0 18.0" (square (Optional Footing Detail) Footing per these talcs Saw cut exist 4" slat= I. A Exp. Y2� r� \Ofi C��-s. 6,2- VS 19806, Hid . 1'. ;,�r,71rsch Ct'94 A,d' Calif "Qnft " 2 r 96407. 0 ON -2-7- 1 UBC V01 I: UBC, DL, LL, WIND & SEISMIC NEW FOOTING STRUCTURAL CALCULATIONS FOR THE ALUMWOOD SHADE STRUCTURE 621ZBrevard Circle; Magalia, Ca 95954 N TE The manufactures generic footing calculations assumed the worst case UBC soil condition, which often leads to a conservatively oversized footing. The following calculations are for the sole purpose of sharpening the design of the new shade structure footings at the new posts. These calculations in In no way have verified the manufacturers structural calculations or design details for all of the shade structure and the support to the existing residence. CALCULATION VOLUMES Vol I: UBC, DL, LL, WIND & SEISMIC Vol It: FOUNDATION Vol III: ALT CONNECTION DESIGN CRITERIA ROOF LIVE LOAD 5 PSF UBC 1607.4 & Table 16-C Frame Trib Area= 219 sq ill Foof Pitch= 0.4 : 12 PG 1 OF 5 t 5 �� 4{ IN 20 ft, it UPX7 one crated load roof s }i und•I '``hdition 1 SNOW LOAD 37 PSF In snow with building official (city of �a�1 CIV `\- =OFC 4 -: NOTE: Per UBC 1614, for snow load over 20psf you can reduce by S/40-0.5= psf for every deg. of roof pitch over 20. (S=snow load) WIND LOAD 80 MPH SEISMIC ZONE 3 CONCRETE Concrete Strength: Reinforcement Strength: F'c= 2,500 psi Fy= 40,000 psi Ultimate Design: ACI 9.2 EQ= 0.9 DL +/- 1.4 EQ WIND= 0.9 DL +/- 1.3 W DL+LL= 1.4 DL + 1.7 LL SOIL 16-C ` NOTES: (1) No stress increases allowed (2) Snow loads of 30psf or less do not need to be combined with seismic Soil Bearing: UBC Table 18-1-A: NOTE: Per soil site information from builder, Class 4 soil (sand, silty sand, clayey sand, silty gravel & clayey gravel). allowable bearing (DL or LL)= 1,500 psf allowable bearing (wind/seismic)= 2,000 psf Min Footing Width= 12" Min Footing Depth Below Adj Grade= 12" Coeffecient of Friction= 0.25 Passive Soil Pressure= 150 psf/ft Page 3 UBC -WIND FORCES UBC WIND PRESSURE PG2OF5 4 (terrain w/ buildings, forest, & other surface irregularities for 1 mi) MAX ROOF HEIGHT = 15.0 ft EXPOSURE= B WIND AREA= 80 MPH METHOD= 2 H< zoo' projected area method (UBC 1619.3) P=Design Wind Pressure =q*Cq*qs*I: C,'(20'-25')= 0.72 Ce (20'-15')= 0.67 Ce (15'-0')= 0.62 Cq= 1..3 4-Horiz Cq 0.7 4 Vert (upward) cis= 16.4 Horizontal Vertical I= 1 r Height (25'-20')= 15.35 psf 8.27 psf Height (15-20')= 14.28 psf 7.69 psf Height (0'-15')= 13.22 psf 7.12 psf WIND ANALYSIS 7.1 PSF Method 2 3 r 13.2 PSF 3.8 deg Closed Section (o' -1S) 9.0' ELEVATION 8.6 Existing House .......--- •--._........_.........i..:_...._ ..................___._........_._.......__._._..__........... \_ .......... Open Section r Frame Width= 11.5' ' Frame Length= 11.0' Horizontal Wind Forces: height width ren ssure force Full Width:One Trib Length Covered Roof: 0.4' 11.0' 13.2 psf 55.7 # Column: 8.6' 0.7' 13.2 psf 76.3 # 'r TOTAL= 0.13 kips Vertical Wind Forces: Length widthrep ssure force Trib to Column: 11.0' 6.5' 7.1 psf 508.9 # TOTAL= 0.51 kips - Min'percentage of openings (if Lattice Roof used)= 0 % NOTE: Solid Roof Used, thus NO reduction due to openings applied ` UBC SEISMIC FORCES PG 3 OF 5 UBC SEISMIC FORMULAS ZONE= 3 (UBC figure 16-2) . Z= 0.3 (UBC table 16-1) I= I (UBC table 16-K), occupancy category 4 CV= 0.84 (UBC table 16-R: SE soil profile type: table 164) CA= 0.36 (UBC table 16-Q: SE soil profile type: table 16-J) T= 0.10 sec Ct= 0.02 hn= 9' S= (SE soil type -table 16-J) R= 2.9 (Table 16-13, Non -building Structures, all other self supporting structures) UBC Section 1630.2.1 V=[ICV/TR]W= 2.787W (UBC 30-4) But, need not exceed: V=2.5[ICA/R]W = 0.310W (UBC 30-5) !CONTROLS! But, shall not be less than: V=0.II[ICA]W = 0.040W (UBC30-6) UBC Section 1634.5 (Other Non -building Structures) But, shall not be less than: V=0.56[ICA]W = . - 0.202W (UBC 30-6) SEISMIC FORCES Total Deadload (full width:one trib lengthy 295 # Total Snow (full width:one trib length)-- 661 # UBC 1630.1.1.3: Include weight of snow is seismic force calculation for Controlling UBC Base Shear DL Factor- 0.310W snow loads over 30psf (may be reduced by 75% if approved bt B.O.) S BASE SHEAR (full width:one trib length)= 297 # = 0.30 kips r Page 5. UBC DEAD LOADS SHADE LAYOUT 5.8<' 5.8�� 50' (typ end overhang) 19.00'Oil (typ frame spacing), I I 'ROOF Columns (ty PG4OF5 0.4"/ft =Roof Slope 11.51' Solid Roof i .771 0.33' 0.05' Exist House 9.00' L 11.50' Number of Columns= 2 10_00' Max Col Trib Length= 11.00 L Max Col Trib Width= 6.50' 11.50' Max Frame Area= 126.50 sqft SHADE PLAN SHADE ELEVATION MEMBER DEAD LOADS (one frame only) Denisty of Alum plus coating= 3.0 psi/ft HEADER (2 x 8 x 0.032) weight= 1.92 plf Area= 0.640 in^2 Trib Lent?tlt Weit7ht 11.00' 21 # total= 21 # COLUMN (2 x 8 x 0.032) weight= 1.92 plf Height Weight Column 8.67' 17 # total= 17 # RAFTERS (2 x 6 x 0.032) weight= 1.54 plf Area= 0.512 in ^2 Len Ouantijy Weight Sloped Portion 11.51' 6 106 # total= 106 # ROOF weight= 1.00 psf Solid Roof Length Width Weijzht 11.00' 11.51' 127 # Total= 127 # MISC (bolts & connectors) Total= 25 # TOTAL DEADLOAD (trib only)= 295 # DEADLOAD/SQFT of AREA= 2.33.#/sgft Page 6 Page 7 UBC LIVE LOADS PG 5 OF 5 0.4"/ft =Roof Slope ROOF SNOW LOAD Weight= 37.00 psf 0.25 psf/deg 'Snow Load Reduction Snow Load Reduction (over 20psf snow load & 20deg pitch only)-- 0.00 psf WeiQht Len Width WeiQht Trib to Column: 37.00 psf 11.00' 6.50' 2646 # Total= 2,646 # !CONTROLS! ROOF LIVE LOAD Weight= 5.00 psf WeiQht Len Width Wei ht Trib to Column: 5.00 psf 11.00' 6.50' 358 # Total= 358 # Page 7 Vol II: FOUNDATION NEW FOOTING STRUCTURAL CALCULATIONS FOR THE ALUMWOOD SHADE STRUCTURE 621 Brevard Circle; Magalia, Ca 95954 NOTE: e manufactures generic footing calculations assumed the worst case UBC soil condition, which often leads to a conservatively :rsized footing. The following calculations are for the sole purpose of sharpening the design of the new shade structure at the new posts. These calculations in in no way have verified the manufacturers structural calculations or design for all of the shade structure and the support to the existing residence. CALCULATION VOLUMES Vol I: UBC, DL, LL, WIND & SEISMIC Vol II: FOUNDATION Vol III: ALT CONNECTION CONCRETE DESIGN Concrete Strength: F'c= 2,500 psi Reinforcement Strength: Fy= 40,000 psi Ultimate Design: ACI 9.2 EQ= 0.9 DL +/- 1.4 EQ WIND= 0.9 DL +/- 1.3 W DL+LL= 1.4 DL + 1.7 LL Phi Factors: ACI 9.3.2.2 phi (flexure)= 0.90 phi (shear)= 0.85 phi (bearing)= 0.85 SOIL DESIGN �ss1° �z OF PG I OF 2 Soil Bearing: UBC Table 18-1-A: NOTE: Per soil site information from builder, Class 4 soil (sand, silty sand, clayey sand, silty gravel & clayey gravel). allowable bearing (DL or LL)= 1,500 psf allowable bearing (wind/seismic)= 2,000 psf Min Footing Width= 12" Min Footing Depth Below Adj,Grade= 12" Coeffecient of Friction= 0.25 Passive Soil Pressure= 150 psf/ft NEW FOOTING 1 LOADS (trib to column only) PDL= 167 # PLL= 2,646 # PWIND/SEISMIC= 509 # F—Max Downward VWIND/SEISMIC= 168 # * Max Shear I BEARING PG20F2 PDL+LL= 2,812 # PWIND/SEISMIC= 509 # E— Max Upward Column size: ac= 8.0" bc= 8.0" Min Size of Footing (Req'd by Soil Bearing): af= 1.50' bf= 1.50' Column Soil Bearing (DL+LL)= 1,250 psf OK < Allowable Soil Bearing Soil Bearing (DL+W or S)= 300 psf OK < Allowable Soil Bearing Pult(DL+Wind)= 812 # i 1,500 psf =Allowable soil bearing per UBC i Pult(DL+LL)= 4,731 # i 0.25 =Coeff of friction per UBC Pult max = 4,731 dn,in= 12.63" 150psf =passive soil resistance/foot per UBC #3 guess,—_---_)#�/ (equiv fluid) 3" clr 1 16" =Footing Thickness Soil Bearing(ult)= 2,103 psq I I I I I I I Passive Soil Resistance Friction Soil Resistance -0 LATERAL & UPLIFT Total DL (footing DL+awning DL)= 617# > max uplift OK Resisting Soil Friction Force= 154# =DL * Coeff of Friction Resisting Passive Soil Force= 200# =(Passive Resistance * Ftg depth A2 *Ftg widthDL)/2 Total Resisting Lateral Soil Force= 354# > max shear OK 0, CONCRE'FE Check Two -Way Shear (Punching): bo= 82.50" Ult Shear af ab Vu(critical section)= -1,481 # Shear Capacity of Concrete phi*Vc= 177,066 # < OK phi*Vc>Vu ACI 11-36: Vc=(2+4/Bc)(f'cA0.5)(Bo)(d) b�� f Check One -Way Shear: — > I d bo=af= 18.00" ■ Ult Shear a Vu(critical section)= -2,004 # Shear Capacity of Concrete phi*Vc= 19,316 # < OK phi*Vc>Vu L ACI 11-3: Vc=2*(fcA0.5)(Bo)(d) bf Check Flexure: bo=af= 18.00" bm= 5.00" a Ult Moment u c 'tic I section)= 274 #-ft As= 0.01s in Whitney stress block: As=(dA2-(d-31.37*Mu/(F'c*b))A0.5)/(fy/(0.85*F'c*b)) this perimeter umn e=acAab tical Section bo=a f Column Size= ac A ab Critical Section bo= this perimeter Column Size= ac A ab Critical Section Vol III: ALT CONNECTION NEW FOOTING STRUCTURAL CALCULATIONS FOR THE ALUMWOOD SHADE STRUCTURE 621$Brevard Circle; Magalia, Ca 95954 VOTE: 'he manufactures generic footing calculations assumed the worst case UBC soil condition, which often leads to a conservatively versized footing. The following calculations are for the sole purpose of sharpening the design of the new shade structure outings at the new posts. These calculations In in no way have verified the manufacturers structural calculations or design letails for all of the shade structure and the support to the existing residence. CALCULATION VOLUMES Vol I: UBC, DL, LL, WIND & SEISMIC . Vol II: FOUNDATION Vol III: CONNECTION CONCRETE DESIGN Concrete Strength: F'c= 2,500 psi leinforcement Strength: Fy= 40,000 psi ALTERNATE ANCHOR DESIGN PWIND/SEISMIC— 509 # VWINDISEISMIC= 168 #_ New Awning Footing 18.0" (1.5') 16.0" -------------------------------------- : IL Footing Width= 18.0" (1.5') FOOTING SECTION PG I OF 2 �OFESS�CN� Q 5 ROG�c9tS 4 �D Exp. 3� . '9TH C I V f 1. 0 0� 0 MAX SHEAR FORCE= 168# MAX TENSION FORCE= 509# 0 ADHESIVE/THREADED ROD CAPACITY TRY: Simpson "SET" adhesive w/ 3/8" Threaded Rod(ICBO ER -5279 for capacities, spacing, depth, and edge distance requirements) ICBG PLACEMENT CRITERIA Max Embedment Depth= 8.00" (Footing thickness minus 1.5' Gear. 12'-1.5'=10.5' or 1.5'min embendment=12/1.5=8') Min Embedment Depth= 3.50" (Table 2) Edge Distance= 5.25" (Table 2) Min Edge Distance (w/ stength reductions 1.75- (Table 2) (Table 3: spacing tension Spacing= 5.25" (Table 2: Value for shear only, tension value is 20') Min spacing (w/ stength reduction)= 1.75" (Table 2: Value for tension only, none given for shear) CONNECTION (GROUTED THREADED ROD)-Cont'd ICBO ALLOWABLE LOAD CRITERIA Max Allowable Tension= 2,550# (Table 4: Bond Strength, 318"A307 threaded rod, Pc=2,000psi, min embedmet=3.5") (Table 3: tension load reduction factor for min spacing=0.89) (Table 3: tension load reduction factor for min edge dist=0.46) 2,105# (Table 4: Bond Strength, 3/8" A307 threaded rod, Pc=2,000psi, min embedmet=5') Note 4 states these allowable loads may be incresed 33.3% for seismictwind loading Max Allowable Shear— 1,735# (Table 5: Bond Strength, 3/8" A307 threaded rod, Pc=2,000psi, min embedmet=3.5") (Table 3: shear load reduction factor for min spacing=N/A) (Table 5: shear load reduced force for min edge dist=0#) 1,085# (Table 5: Bond Strength, 3/8'A307 threaded rod, Pc=2,000psi, min embedmet=3.5") Note 2 states these allowable loads may be incresed 33.3% for seismic/wind loading PROPOSED LAYOUT -------------------- ----------------------------------------------- 5.9" A Grouted Threaded Rod 9.0" =► I I f- 8" 4.4" 0.8" A ---------------- 7.6' -------------------- ---------- PLANEdge of Footing (typ) PG2OF2 3/8"A307 Threaded Rod (2 tot) Base Plate Grout w/ SET Adhesive ALLOWABLE LOADS NOTES: Distance from edge of concrete will be 9", thus no strength reduction for edge distance T(edge dist)= 2,105# V(edge dist)= 1,085# Spacing is 4.4", thus a interpolated strength reduction factor for tension of 0.90 will be required for spacing T(spacing)= 2,295# V(spacing)= 1,562# Allowable Tension (w/ stength reduction)= 2,105# Allowable Shear (w/ stength reduction)= 1,085# SECTION A -A OK, allowable load of just one threaded rod well above Vwind*1.333=1.7k ALT DESIGN: USE TWO 3/8" THREADED RODS for ea COLUMN CONNECTION GROUT 3.5" DEEP in NEW FOOTING w/ SIMPSON SET ADHESIVE SET ADHESIVE SHALL BE USED per ISBO REPORT ER -5279 CONNECTION (EXSPANSION ANCHORS) -"--*ANCHOR FORCES Tension force per Anchor- 254# Shear force per Ancho-84# *ANCHOR CAPACITY TRY: 1/2" Simpson "Wedge -All" anchors with ICBO ER -3631 for capacities, spacing, depth, and edge distance requirements Max Embedment Depth= 4.5" (Table 2B, note 6: Min concrete thinkness is 1.5 x embenment depth) Edge Distance= 5.0" (Table 3: Edge distance= 10 x dia for shear and tension: assumed 1/2 dia anchor size) Min Edge Distance (w/ stength reductionp 2.0" (Table 3: Min edge distance= 4 x dia for shear and tension: assumed 5/8 dia anchor size: 0.7 reduction for tension, 0.3 for shear) Spacing= 6.3" (Table 5: Spaing= 1.4 x embedment depth: assumed 4.5" embement which is required for 1/2 dia anchor size) Max Allowable Tension= 785# Max Allowable Shear- 1,925# Distance from edge of concrete will be 9", thus no strength reduction is required Spacing is 4.4", thus a strength reduction factor of 0.70 will be required 1/2" Wedge -All anchor Tension capacity= 550# (Table 4: without special inspection: Fc=2,000psi, with 0.7 reduction factor ) 1/2" Wedge -All anchor Shear capacity= 1,348# (Table 4: without special inspection: F-c=2,000psi, with 0.7 reduction factor ) Check Combined shear & tension (T/Ta)5n+(VNa)51d <1= 0:3 OK ALT DESIGN: USE 2 SIMPSON 1/2" DIA WEDGE -ALL ANCHORS COL CONNECTION W/ 4-1/2" EMBEDMENT WEDGE -ALL SHALL BE USED per ISBO REPORT ER -3631 Amerimax Building Products�Patio Cover, .Carport and Commercial. Engineering rParldng ION - BUILDING PLAN APPROVAL PAGES DRAWING SECTION-DESCRIRTION_pate: 2 PAGES GN01-2006 GENERAL NOTES Landscaping: -- GN02-2006 2PAGES SC01-2006 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2006 ALUMAWOOD STRUCTURAL CONFIGURATIONS 1 PAGE 1 LATTICE 1.0' RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 4 PAGES 2 - 5 LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES -IN 90 MPH WIND AREAS 4 PAGES 6 - 9 LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND. COMMERCIAL STRUCTURES IN HIGH WIND AREAS 3 PAGES LT01-2006 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES LT02-2006 LT03-2006 1 PAGE 1 SOILD COVER 4.0. PANEL'SPANS FOR COMMERCIAL AND PATIO STRUCTURES 9 PAGES 2-11 SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES. IN 90 MPH WIND AREAS 9 PAGES 12-21 SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 4 PAGES NP01-2006 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS N P02-2006 NP0.3-2006 NP04-2006 10 PAGES CD01-2006 COMPONENT PARTS AND CONNECTION DETAILS CD02-2006 C D03=2006 CD04-2006 C D05-2006 CD06-2006 CD07-2006. OD08-2006 CD09-2006 1 PAGE' M1-2006 MISCELLANEOUS DETAILS M2-2006 MISCELLANEOUS DETAILS M3=2006 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES M4-2006 7.0 CONCRETE FOOTING OPTIONS BUTTE BUILDING DTVI ION _ APPROVED Owner: & P-ck+"— - T BP# -60724R1 APN: QG4-a-O-010 iA71de FILE COP July 6, 2007 r-- ,.GENERAL NOTES: ­1 ---I..-DESIGNED IN ACCORDANCE -.,WITH -THE 2006 INTERNATIONAL BUILDING CODE ` 2. - -ALUMINUM -DESIGN -IN -ACCORDANCE WITH THE 2000 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS. . AND CHAPTER 20 .OF THE INTERNATIONAL BUILDING CODE. 3. DESIGN LOADINGS: GROUND SNOW LOAD DESIGN LOAD 10 PSF 10 PSF LIVE OR GROUND SNOW 20 PSF 20 PSF LIVE OR GROUND SNOW 25 PSF 21 PSF 30• PSF 25.2 .PSF 40 PSF 33.6 PSF 60 PSF 50.4 PSF SLOPE < 1/12 WIND SPEEDS IN THE 2006 IBC ARE '3 SECOND GUST WIND SPEED.' ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FORM. '3 SECOND GUST WIND SPEEDS'. NOTE •EXPOSURE B URBAN AND SUBURBAN.AREAS, WOODED AREAS, OR OTHER TERRAIN WITH NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE-FAMILY DWELLINGS OR LARGER. EXPOSURE •B SHALL BE ASSUMED UNLESS THE SITE MEET THE DEFINITI❑N OF ANOTHER TYPE EXPOSURE. EXPOSURE C: OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS, INCLUDING SURFACE UNDULATIONS OR OTHER IRREGULARITIES, HAVING HEIGHTS GENERALLY LESS THAN 30. FEET (9144 MM) EXTENDING MORE THAN 1,500 FEET (457.2 M) FROM THE BUILDING SITE IN ANY QUADRANT THIS EXPOSURE SHALL ALSO APPLY TO ANY BUILDING LOCATED WITHIN EXPOSURE B TYPE TERRAIN WHERE THE BUILDING IS DIRECTLY ADJACENT TO OPEN AREAS OF EXPOSURE C TYPE TERRAIN IN ANY QUADRANT FOR A DISTANCE OF MORE THAN 600 FEET (182.9 M). THIS CATEGORY .INCLUDES FLAT OPEN COUNTRY, GRASSLANDS AND SHORELINES IN HURRICANE -PRONE REGIONS. SEISMIC LOADING MAXIMUM Ss = 150% SHOWN IN 2006 IBC FIGURE 1613.5(1) SI NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTNG SYSTEM = INVERTED PENDULUM R=2.0 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE 4. THIS ENTIRE .ENGINEER.ING PACKAGE WILL NOT BE REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE• a. GENERAL NOTES (2 `.PAGES) b. STRUCTURAL CONFIGURATIONS (2 PAGES) c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER STRUCTURES) OR'BOTH (FOR COMBINATION STRUCTURES) d. HEADER. POST SPACING, .FOOTING SIZE AND POST TABLE 'FOR LIVE/SNOW AND. WIND LOAD e. ALL APPROPRIATE DETAILS f. DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. GENERAL NOTES: (CONTINUED FROM SHEET NO. i) 5. CONCRETE MIX:. Fc=2500, 3000• OR 3500 PSI FOR ..,2,8., DAYS .IN 'NEGLIGIBLE, MODERATE, AND SEVERE CONDITIONS AS''.SHOWN I.N .FIGURE- 1904.2.2 OF THE' 2006 IBC. - PATIO STRUCTURES MAY BE ATTACHED:.TO..C❑NCRETE SLAB WITHOUT . FOOTINGS WHEN THE POST LOAD IS 75"0,#. -`OR- LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND N❑ CRACKS WITHIN 2'-6' OF POSTS: POSTS SHALL BE SET BACK A" MINIMUM OF 4- INCHES FROM EDGE OR EXPANSION JOINT. OF A SLAB. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE FOUNDATION PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBLED PER 1804.3.1: THESE':DESIGN VALUES D❑ NOT APPLY TO MUD; ORGANIC SILTS, ORGANIC CLAYS, PEAT❑R UNPREPARED FILLS• AND MAY REQUIRE FURTHER S❑IL INVESTIGATION. 7. 20 PSF AND HIGHER LIVELOAD STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. 8. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 9. STEEL BOLTS SHALL BE" -ASTM A7307 AND .HOT DIPPED GALVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 3000 SERIES STAINLESS STEEL 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED., 11. STEEL FASTENERS SHALL BE EITHER STAINLESS . (3000 SER.IES), GALVANIZED OR DOUBLE CADMIUM PLATED 'AN' BOLTS. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END.'OF THE STRUCTURE THAN THE. FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH, SPLICES) FULL STRENGTH SPLICES (DETAILS 0, U, AND X) .MAY BE LOCATED ANYWHERE. 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC ESR -5202, ESR -5623 OR EQUIVALENT. 15. ATTACHED .STRUCTURES MAY BE ENCLOSED WITH INSECT SCREENING. 16. ROOF PANELS AND LATTICE ARE . CLASS 'B' FIRE RATED. 17. STRUCTURES MAY BE ATTACHED TO ­EAVE OVERHANGS PER SCHEDULE 18. WHERE .ALUMINUM ALLOY PARTS- ARE, IN CONTACT WITH DIS_ SIMILAR. METALS OTHER.''THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL, ❑R .ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE .WITH THE ALUMINUM DESIGN "MANUAL PART I -A SECTION 6.6.1 19. . WHEN ATTACHED,. TO A. WOODEN DECK, THE MAXIMUM" DEAD LOAD + LIVE LOAD. FROM THE ,PATIO. COVER- .IS . 750L:BS AND THE. POST ..SPACING SHALL NOT EXCEED .THAT ,.SPECIFIED f OR ATTACHING` -TO A. CONCRETE..SLAB. THE MAXIMUM. CONNECTION:.UPLIFT LOAD. IS ,950LBS FOR- 90MPH `WIND."SPEED. C❑NNECT.IONS ARE FOR MAXIMUM PATIO ROOF: HEIGHTS'.OF:12FT. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE 'DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. 20. ANY UNIT BUILT IN A SNOW LOAD HIGHER THAN 30 PSF AND IN -A SEISMIC DESIGN CATEGORY D, E, OR F IS NOT PERMITTED W/O ADDITIONAL SEISMIC ENGINEERING. 21. DRIFTING "SNOW IS ADDRESSED IN DETAIL BR. SLIDING . SNOW IS BEYOND THE SCOPE OF THIS REPORT. 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS'SCO2-2006'AND LTO1-2006 THRU LT03-2006.) 1. SEE GENERAL NOTES, SHEET 1, SECTI❑N 4 FOR LIVE AND SNOW LOADS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. ®9 V ���®� . �� F oNy BUILDING . t, pp D rn W G 813 EV. 6130.1 Lq 5208 TENNYSON PARKWAY CIVIC Q sT4�OFCP�\ L- BL�ILDBVC PRODUCTS. NC SUITE -100 PLANO, TEXAS 75024 'CMP AUG Z 4 2007 NONE OORRMPART GENERAL NOTES ENGINEERS STAMP SPINNRGT GN02-2008 SHEET OF 2 7/6/07 NUMBER I. VARIES�`` SCHEDULES pROJECi1 �y LENGTH. p' W�+ PROJECTION , . _ LENGTH VARIES. ' SE PRaECT10N ,NST SEE SCHEDULE FOR. -POSTS -ALL POSTS, TO BE LENGTH 75X OF PROJECTION 25g%O 75%:OQ �NT p INSTALLED VERTICALLY. MAY HAVE MORE THAN T POSTS (PER INTERMEDIATE BEAM). MIN. N. LENGTH & ST SP -M MIN: 0.50" END FASCIA MIN 'LENGTH • FASCIA At _ JOINT PO /FT. l PANEL END SEE SCHEDULE FOR STENERS _ F CIA 40. OF X10 SM MULTI SPAN TREESTANDING FASCIA COVER PANEL = HEADER- ADEEERER.. OVERRAN OVER PANEL F STRUCTURE _ .c/A00 'i- �t' HEADER INSTALL _ S ACING w pt> s COLUMN VERTICAL • PROVIDE 1 1/ PROVIDE 1 1/2" DRAIN 3.5' CONCRETE SLAB DRAIN 3.5' CONCRETE 'SLAB REQ'D W/ :' _ jar__ r REO'D V/ CONSTRAINED "d CONSTRAINED FOOTINGS •dj I -_•yam FOOTINGS SEE, SCHEDULE FOR - J •a" i� SEE SCHEDULE FOR FOOTING SIZE "d '. �P y FOOTING SIZE. SINGLE SPAN ATTACHED,STRUCTURE y' MAX O'HANG 252 OF SINGLE SPAN AITACHED CANIREVM STRUCTURE f ' POST SPACING sCHEouLEs� SEE SCHEDULE FOR TH VARIES. LEND SEE i.rt o°,��o o�E POST SPACING 0 CANTI � N 3.5' CONCRETE SLAB REDID W/ FASCIASPgN C R 1-1/2"0 X V REBAR CONSTRAINED FOOTINGS -yi PANEL MAY OVERHANG 25%• OF CLEARSPAN m% -NG. MAXIMUM 25% COL SPACING PROVIDE 1 1/ 2 - DRAIN n/ 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS' "d,."d" MULTISPAN ATTACHED CANTILEVERED STRUCTURE ,.PATIO COVERS ARE LIMITED TO 12' HEIGHT. CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 18' HEIGHT. J lCDVER PN F TE 1/2"0•STEEL BAR -(RE -BAR W dSEE SCHEDULE FOR SIZE h�a DETAIL AQ OR N29 ONLY HEADER DITERKOIATE NSTALL 8EW COLUMN VERTIC l _ STL.COLTYF �-PRONDE t t%2' DRAIN 3.5' CONCRETE SLAB REO'D V/ 'd 'e^ 'd• CONSTRAINED FOOTINGS MULTISPAN ATIACHED SIRIICTURE SEE SCHEDULE FOR SIZE _ DETAIL AQ OR N29 ONLY' SINGLE SPAN FREESTANDING STRUCTURE LENGTH VARIES .um' PR N FOR POST SIZE SEE - POST SCHEDULES MI FASCIA` COVER = HEADER PANEL ORNNDE 1 1/2 3.5' CONCRETE SLAB REO'D. CONSTRAINED FOOTINGSI ,1_ jz- SEE SCHEDULE FOR SIZE PLACE 1- 1/2"A -BAR) DETAIL AD OR'N29 ONLY SPACINGST °CD 61301 Ame�`]maX 5208 TENNYSON PARKWAY �r Xp. '� BUILDL\'C PRODUCES, L�'C. SUITE 100 �1/2"0 STEEL BAR CI01v ���,' PLANO, TEXAS 75024 (RE-8AR) sr'q__OFCii�O CMP SEE SCHEDULE FOR SIZE �g SOLID PANEL STRUCTURAL ORAWING DETAIL AQ OR N29 ONLY. AUS 2 NONE OR .PART 22��p/� NAME CONFIGURATIONS ENGINEERS ST}(�P 7/6/07 rQR PRT ' SC01-2006 SHE1 OF 2 378' ALUM HEADER MAX, RAFTER SPAN DOUBLE A UMSHEADER MATEELX.. MULTISPAN FREESTANDING (CLEAR SPAN) DOUBLE STEEL' C BEAM LATTICE STRUCTURE TWO. -OR MORE SPANS �y 2' X 6.625" OR 3' X 8' ALUM. RAFTERS LATTICE OVERHANG 36' MAX MAXIMUM 0�� 24' MAX FOR 30 PSF SNOW RAFTER t�0� 6�;. LOAD OR HIGHER OVERHANG 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED' I FOOTINGS 1I SINGLE SPAN ATTACHED LATTICE STRUCTURE PROVIDE I DRAIN MULTISPAN UNITS REFER TO GENERAL NOTE 22. O'HANG IS 25/. OF CIEARSPAN LATTICE. OVERHANG 36' MAX ` 24' MAX FOR 30 01 J� %. PSF SNOW LOAD OR io 1f POD POST HT. HIGHER OF CLEAR SPAN 3'x B*x 12 or 16 GA Y. STEEL "C" BEAM tJhW" ca CFFSC FOR BEAM WRAP DETAIL. tl�V. DETAIL 118'. SO 3.5' CONCRETE SLAB REQ'D _1 F� �EOv��)'T'�`• A'1'.gl, R�N W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE DETAIL L29 ONLY I W J `y "d' SEE SCHEDULES. PR n VARIES. PRWECTIFASCIA N LENGTH OF ON CgIyT� MIN. LENGTH 75% / M C 2" X 6.625" OR 3" X 8" � ALUM. RAFTERS ` c3�•QO`�t yF�SI HEA EV VER R MAX OpHANG OVER PANEL LATTICE: SFncIINc _ SEE DETAIL L3 J B• 4! tis SG��O��� \ 1 A E71yF s� �'�p ti��lt S V\ 3.5' CONCRETE SLAB_ REQ'D 3.5' CONCRETE SLAB REQ'D -d W/ CONSTRAINED FOOTINGS. W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR ' FOOTING SIZE PLACE 1— 1/2. 0X 6' snrcLE spur Arra IFo awle M SIRUCTI1RE LATTICE STRUCTURE. LNG SPAN FR TANDI .-41 STL. BAR AS SHOWN `. SEE SCHEDULE FOR SIZE co 9� fL CL su� Ft DETAIL L29 ONLY L/�/� I10 pIV1S10 TW TW TW TW �t. Q ,I� �r% �O i VERHANG► • �o�eAmax 5208 TENNYSON PARKWAY °G 1301 BUILDING PRODUCTS, INC. SUITE 100 EXP. PLANO, TEXAS 75024 CI01 Q� CMP ST��OFCP�NONE ALUMAWOOD STRUCTURAL FREESTANDING STRUCTURE �TTACHED STRUCTURE � l OR PART CONFIGURATIONS -- _ - - - --�r'�. TRIBUTARY WIDTH (TW) DIAGRAM EN"R2 4T ORPART SHEET 7/6/07 NUMBER SCO2-2006 2 OF 2 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES n n9WW"x6.625" Rafter (Multisnanl n 032"Y2"Y6 625". Rafter !Multisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (s (in) 90 110 120 130 10 24" T-11" 7'-11" T-0" 6'-1" LIVE 20" 9'-0" 9'-0" 8'-0" T-0" 20 16" 10'-5" 10'-5" 9'-6" 8'-4" LIVE 12" 12'-6" 12'-6" 11'-6" 10'-2" 20 24" 4'-8" 4'-8" 4-8" 4'-8" LIVE 20" 5'-5" 5'-5" 5'-5" 5'-5" if16. 16" 6'-5" 6'-5" 6'-5" 6'-5" 12" T-11" T-11" 4 T-11" T-11" 25 24" 4'-6" 4'-6" 4'-6" 4'-0" 20" 5'-2" 5'-2" 5'-2" .5-2" 60 16" 6'-2" 6'-2" 6'-2" 6'-2" - - _ 12" T-8" T-8" T-8" 7'-8" 30 24" 3'-10" T-10" T-10" T-10" 20" 4'-6" 4'-6" 4'-6" 4'-6" 16" 5'-4" 5'-4" 5'-4" 5'-4" ' 12" 6'-8" 6'-8" 6'-8" 6'-8" 40 24" T-0" ' T-0" T-0" T-0" - 20" 3'-6" T-6" T-6" ' 3'-6" 16" 4'-3" 4'-3" 4'-3" 4'-3" 12" 5'-4" 5'-4" 5'-4" 5'-4" 60 24" 2'-0" 2•-0" 2•_0" 2•-0" 20" 2'-5" T-5" 2'-5" 2'-5" 16" T-0" T-0" T-0" T-0" 12" T-10" T-10" T-10" 3'-10" n Ground Rafterl Wind Speed and Exposure ' Snowtoad Spa.cing Exposure C (s in 90 . 110 120 .130 10 24" 11'-8" 1T-8" 11 •_8" .11-3" LIVE 20". 13'-1" 13'-1" 13'-1" 12'-7" 20 16" _15•_0" 15'-0" : 15•_0'• '14'-4" LIVE 12" 17•-9" 17'-9" 17•_9" '16_10• 20 24" 7'-3" 7'-3" 7'4" 7_3" LIVE 20" .8'-3" 8'-3" 8'-3" 8'-3" if16. 16" 9._8. 9.-8" 9.-8'. 9._8.. 12" 11'-8" 11'-8" 11'-8" 11'-8" 25 24" 7•-0"- 7•_0• 7•-0" 7'-0". 20" 7'-11" T-11" 7'-11" 7'-11" 60 16.. 9'-4" 94' 9'-4. 9'-4" - - _ 12". 11'-3" 11 •-3" 11 •-T' 11-3" 30 24"' 6'-1" 6'-1" 6'-1" 6'-1" 20"' 7'-0" T-0" 7'-0", `7'-0" 16" 8'-2" 8'-2" 8'-2" X8•_2" 12" 10'-0" 10'-0" 10'-0" 10'-0" '40 24" 4'-10" 4'-10" 4'-10" 4'-10" - 20" 5'-7" 5'-7" 5'-7" 5'-7- 16" 6'-8" 6'-8" 6'-8" 6'-8" 12" 8'-2" 8'-2" 8'-2" 8'-2" 60 24" T-5" 3'-5" 3'-5"" T-5" .20" 4'-0" 4'-0" 4'-0 4'-0" 16" 4'-10" 4'-10" 1 4'-10" 4'-10 12"' - 6•_1" 6'-1" 6'-1" 6'-1" IABLt 1.1 SINGLE SPANITABLES Rafter fSinale Snan) '0.032"x2"x6.625" Rafter fSinale Soanl Ground Rafter Wind.Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 10•_3" 8'-1" V-0" 6'-1" LIVE 20" 11'-10" 9'-3" 8'-0" T-0" 20 16" 13•_2" 10'-10" 9'-6" 8'-4" LIVE 12" 15•_2" 13'_1" 11'-6" 10•_2" 20 24" T-2" 5'-2" 5'-2" 5'-2" LIVE 20" 6'-3" 6'-3" 6'-3" 6'-3" if16. 16" 7._9" 7._9.. T-9.. 7._9.. 12" 10•_3" 10•_3" .10•_3" 10•_2" 25 24" 4'-11", 4'-11" 4'-11" 4'-11" 20" V-11" V-11" 5'-11" V-11" 60 16" -7'-5" T-5" 7'-5" T-5" - - _ 12" 9'-10" 9'-10" 9'-10" 9'-10" 30 24" 4'-1" 4•-1" 4•_1" 4•_1" 20" 4'-11" 4'-11" 4'-11" ' 4'-11" 16" 6'-2" 6'-2" 6•_2" 6'-2" 12" 8'-2" 8'-2" 8'-2" 8'-2" 40 24" T-1" T-1" T-1" T-1" - 20" T-8" T-8" 3'-8" 3'-8" 16" 4'-8"_ 4'-8" 4'-8" 4'-8" 12" 6'-2" ' 6'-2" 6'-2" 6-2" 60 24" 2'-1" 2'-1" 2'-1" T-9" 20" 2'-6" 2'-6" 2'-6" 4'-5" 16" T-1" T-1" T-1" j1" 12" 4'-1" 4-1" 4'-1" 1 ABL:1.0 TABLt 1_Z Ground Rafter Wind.Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 14•_7" 147• 14'-1" 12'_7" LIVE 20" 16'-0" 16•_0" 15•_7" 14'-0"' 20 16" 17•_8•• 17•4• 17•_8" 15•_11" LIVE 12" 19•_6" 19•_6" W-6" 18'-6" 20. 24" 911" 9'4" 9'-4" 9'-4" LIVE 20" ' 11'-2" 11'_2" 11'-2" 11'-2" 30 16" 12•_8" 12•_8" 12'_8" 12•-8" 12" 14'-7" 14'-7" 14 -7" 14'-7" 25 24"' 8'-11" 8'-11" 8'-11" '8'-11" 20" 10•-B" 10•_8" 10•-8" 10•-8" 60 16" 12'-5" 12'-5" 12'-5" 12'-5" 12" 14'-3"- 14•,3" 14•_3" 14•_3" 30 24" T-5" 7'-5" T-5" 7-5" 20"' 8.'-11" 8'-11" 8'-11" 8'-11" 16" 11•_1" 11•_1" 11'-1" 11•_1•• 12" 13•_1• 13•_1" 13•_1•• 13•_1• 40 24" 5'-T' 5'-7" 5'-7" 5-7" ` 20" 6'-8" 6'-8" 6'-8" 6'-8" 16" 8'-4" 8'-4"' 8'-4" 8'-4" 12" 11•_1" , 11'-1" 11•_1" 11-1 60 24" 79" 3'-9" T-9" T-9" 20" 4'-5" 4'-5"- 4'-5" 4'-5" 16" 5'-T' 5'-7"5'-7" 6'-9" 5'-7" 12" T-5" 7'-5" T-5" 7'-5" IABLt 1.( n ndn"vTvR R75". Rafter (Multisnanl - Ground `Rafter Wind Speed and Exposure' Snow Load Spacing Exposure C: s (in) 90 110. 120 130 10 24" 15•-6" 15_6'15•_6' 13'-4" 15•-6" LIVE 20" 17'-3" 17'-3" .17'-3 17'-3" 20 16" 19'-7" 19'4" 19•4•• 18•_7' LIVE 12" 22'-1" 22r 1' . 21'-5" 20•_3" 20 24" 9'-11" 9'-111,' 9'-11" 9'-11" LIVE 20" 11'-2" 11'-2". 11'-2" 11'-2" 30 16" 12'-11" 12'-11", 12'-11" 12'-11.". 12" 15•-6" 15'-6" 15•_6•• 15'-6" 25 24" 9'-7" 9'-7" 9'-7" 9'-7" 20" 10'-10" 10'-10" 10'-10" 10'-10" 60 16" 12'-6" 12•-6" 12'-6" 12'-6;•.. 12" 15•_0• .15;_0• 15'-0" 15'-0" 30 24" 8'-5"' 8'-5" 8'-5" 8'-5" 20" 9'-7" 9'-7" 9'-7" 9'-7" 16" 11'-2" 11'-2" 1.1'-2" 11'-2" 12" .13•_5" 13'-5" 13•_5" 13'-5" 40 .24" 6'-9" 6'-9" 6'-9" 6'-9" ` 20" 7.4. 7._9.. 7'-9" 7'_9.. 16" 9'-2" 9'-2" 9'-2" 9'-2" -12" 1 11 •_2" 11'-2" 11 •_2" 11 •_2" 60 24" 4'-11" 4'-.11" '4'-11" 4'-11" 20" 5'-8" 5'-8" 5'-8" 51-81'' 16" 6'-9" .6'-9" 6'-9" 6'-9" 12" 8'-5" 8'-5", .8'-5" 8'-5" n 042"Y3"YH" Rafter (Multisnanl - - Ground- ' Rafter' Wind Speed and Exposure ' Snow Load Spacing Exposure C (psf) ' (in) 90 110 ` , ' 120 130 10 36" 13'-4" 13'-4" 13'-4" 13'-4" LIVE 30" 15'-0" 15'-0" 15'-0" 15'-0". 20 24". 17•_2" 17'-2" 17'-2" 17'-2" LIVE 20" 19'-2" 19'-2" '19•_2• 18'-11" 20 36" W-2" 8'-2" 8'-2" 8-2" LIVE 30" 914" 9'-4" 9'-4" 9'-4" 30 24" 11'-0" 11'-0" 11'-0" 11'-0" 20'.. 12'-5" 12'-5" .12'-5" 12'-5" 25 36"' 'P-10" T-10" .T-10" T-10" 30" 9'-0" 9'-0" 9'-0" 9'-0" 60 24" '1 O'J" 10'-7" 10'-T' 10'-7" 20" 12•_0" 12•_0" 12'-0" 12'-0" 30 36" 6'-1.0" 6'-10"' 6'-10" 6'-10" 30"- T-10" T-10" T-10" T-10" 24.. 9'-4" ' 9'-4" 9'-4" -9.4. 20" 10'-7" 10'-7" 10'-7' 10'-7" 40 '36" 5'-5" 5'-V'- " 5'-5" 5'-5" 30" 6'-3" 6'-3" 6'-3" 6'-3" 24" 7QV T-6" 7'-6" T-6" 20" 8-7" 8'-7" 8'-7" 8'-7" 60 36" T-10" T-10" T-10" T-10" X30,: 6'-9" 6'-9" 4._5.r 6'-9" 24" 5'-5" 5'-5" 5'-5- 5'S" 5'-5" V-511 5'-5" 20" ' 6'-3" 6'-3" 6'-3" 6'-3" \TABLE 1.3 IABLt 1.4 NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAh `.. 0.042"x3"x8" Rafter fSinale Soanl Ground Rafter I Wind Speed and Exposure Snow Load Spacing Exposure C s (in)- 90 110 120 130 10 24" 17'-0" 17•_6" 17•-4" 16_11 LIVE 20" 18•_7" 18•_7" 18'-4" 17•..4'• 20 16" 20•_1 20•_1" 19_8" 18•_7" LIVE 12" 22'-1" 22'-1" 21•_5" 20•_3" 20 24" 13•_2" 13•_2" 13•_2" 13'-2" LIVE 20" 14'-5" 14'-5" 14'-5" '14'-5" 30 16" 15•_11. 15•_11. 15'_11. 15•_11" 12" 1 T-6" 17'-6" 17'-6" 17'-6" 25 24" 12'-10" 12'-10" 12'-10" 12'-10" 20" 14•_1" 14•_1" 14'-1" 14'-1" 60 16" 15'-8" 15'-8" 15'4" 15'-8" 12" 17•_3" 17•_3" 17•_3" 17•_3'• 30 24" 11 •_2" ' 11 •_2" 11 •_2" 11 •_2" 20" 121-10. 12•_10. 12•_10. 12•_10" 16" 44" 14'-4" . 14'-4" 14'-4" 12" 16•_2" 16•4" 16_2" 16•_2" 40 24" 8'-5" 8'-5" '81-51, 8'-5" 20" 10•_1" 10•_1••, 10•_1" 10'-1" 16" 12'-6" 12'-6" 12'-6" 12'-6" 12"' 14'-4" 14'-4" 14'-4" 14'-4" 60 24" 5'-7" 5'-7" 5'-7" 5'-7- 20" 6'-9" 6'-9" 6'-9" 6'-9" 1 ri" 8'-5" 8'-5" 8'-5" 8'-5" 12" 11'-2" 11'-2" 11'-2" 11'-2" 1 AOLt 1.0 `Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s ` : in 90 110 120 130 10 36" -; .17•_1'• 16'-10" 15•_1" 13•_7" LIVE 30" '18'-8 18'-T' 16'-9" 15'-2" 20 24" 20'-6"' '20'-9" 18•_11" 17•_2' LIVE 20" 22'-7" 22'-7"; 20•_10. 18•_11' 20 36" 10'-3" 10'-3" 10'-3". -10'-3" LIVE 30" 12'-3" 12'-3" 12'-3" 12'-3" 30 24" 4_10. 14•_10. 14•_10" 14'-10" 20" 16'-3" 1 16'-3" 16'-3" 16'-3" 25 36" 9'-9" 9'-9" 9'-9" 9'-9" 30" 11'-8" 11'-8" 11'-8" 111-8" 60 24" 14'-6" 14'-6" 14'-6" 14'-6" 20' 15•_10" 15•_10'• 15•_10• 15•_10" 30 36" 8'-2" 8'-2" 8'-2" 8'-2" 30" 9'-9" 9'-9" 9'-9" 9'-9" 24" 12•_2" 12•_2" 12•_2" 12•_2•• 20" 14'-6" 14'-6" 14'-6" 14'-6" 40 36" 6'-2" 6'-2" 6'-2" 6'-2" 30" T-4" T4" 7'-4" 7'-4" 24" 9'-2" 9'-2" 9'-2" 9'-2" 20". 11•_0" 111-01• .11•-0" 11•_0•• 60 36" 4'-1" 4'-1" 4'-1" 4'-1" 30" 4'-11" 4'-11" 4'-11" 4'-11" 24" 6'-2" 6'-2" 6'-2" 6'-2- 20" 7'4" 7'4" 7'-4" 7'-4" IABLt 1.9 1 Amerimax Building Products 5208 Tennyson Parkway Plano, Texas .75024 Carl Putnam, P. E. 3441 1vyllnk.Place Lynchburg, VA 24503 (434)384-2514 cariautnamfa7comcast.net n n24'43"v3" Rafter OR" n/6 fMultisoan or Sinalel Ground _. Rafter. Wind Speed and Exposure Snow Load Spacing Exposure C (Ps . .(in) ' 90 110 120. 130 10.. 0.024" 11'-8" 11'-8" 11'-8" 11'-8" LIVE 0.040" 16'-6" 16'-6"' 6 16'-" 16'-6" 20 0.024" T-11" .7'-11" 7'-11" 7'-11" LIVE 0.040" 13'-1" 13'-1" ITA" 1.3'-1", 25 0.024" ' 7'-8" 7'-8" 7'-8" T-8" 0.040" '12'-10" 12'-10" 12'-10" 12'-10" 30 0.024" 6'-11" 6'-11" 6'-11" V-11" 0:040" 12•_1" 12•_1 ' 12'-1" 12•-l" 40 0.024" 5'-9" 5'-9" .5'-9" 5'-9" 0.040" 10'.-5" 10'-5" 10'-5" 10'-5" 60 0:024" 4'-5" 4'-5" 4'-5"4'-5" 0.040" 8'-3" 8'-3." . 8'-3" 8'-3" I AOLt 1.0 06139 CIV1v P sl"TSOF CA��F� 414 716(2007 Page 1 of 9 LATTIoCE i0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS IN 90'MPH,WIND AREAS . '... , 0.0427f3'Sc8"..Box Beam Detail 11 .Double 0.042'x3'x8".Box•eeam'. (Detail. L12] Double 0.032"72'1x6-625' Box:Beam ,(Detail L12)0.042'x3"x8" Box Beam Detail LI). Double 0:042' Wx8" Box Beam Detail L12 Double 0.032'W"4.626' Box Beam :(Detail L12) TABLE 2.1 -"-7 Attached Freestanding or Attached- Freestanding or Attached Freestanding or' "TABLE 2.1 Attached Freestandng or,.A-'Attaelhed,Freestanding. or, Attached; Freestan I or .Stricture MulOs an Unds„ ;< SWctuie � Multis 'anUnils �'Structure' Multis� ari.Units c Sbircture.`' MultiS an.Urots:c. Multis'an Unijs ' Structure. Mliltis r n.Units... .. _TR03 kAX.GROUNLO POST "MAX MAX POST LENGTH . MAX " 'MAXPOST.LENGTH ` ' MAX " . . ••,. MAX POST LENGTH GROUND TRIG MAX POST '"-MAX MAXPOSTLENGTH MAX "MAXPOST LENGTH MAX''MAXEOS7 LENGTH SNOW' WO)TH POST RE01) POST MIN FOOTER 6 I 10' I '17 POST MIN FOOTER 6 I 10' I 17 POST MIN FOOTER �8' I 10' I 17 SNOW WIDTH POST REO POST MIN FOOTER e' I ,. 10• I , 17 POST . e' I t0' I 17 POST MIN FOOTER ef017LOAD (FT) ?SPACING FOR . SPACIN POST SIZE CONSTRAINED FOOTS SPAOIN POS SIZE CONSTRAINED FOOTS SPACING POS , SIZE CONSTRAINED FOO -LOAD (FT) SPACING FOR SPACIN POS SIZE, CONSTRAINED FOOTE SPACIN CONSTRAINED FOOTS SPACING POSSIZE CONSTRAINED FOOTS(PSF) aONaP,E BLAB (FT) TWE 'd" 'd'."C.. 'C' (FT) TYPE 'd' •d' "d' "d' (FT)' TYPE 'd' d' ' 'd' 'd' (PSF) ON -SLAB SLAB (F7) TYPE 'd' 'd' 'Q 'd" (FT) •d", '•d•. 'd" (FT) TYP. : 'd` "d' '4'.'d'( (in (Irl Onl lin :(io) 0n1 . (m)M . (mj m) .N _(�� .. .(FT) _ (10) (in) (m) III) M) Irl .{tn (inl (M)(in). m) 90 MPH E%POSURE B - 90 MPH EXPOSURE 8 ' 10 4 1T-0" A 1i2- 1 A 18 26 28 29 1B'-3" B 21 . 28 31 32 1 12'-11• " A 18 26 27 ' 29 30 4 . 6'-0" A 6'-2' B 14 ' 22 �23 24 10'-11 C 17 25 27 .28 6'-e' '13 15 22 23 '24 LIVE 4.5 15.1" A 11'-2" A 18 26 27 28 18'-2" B 21 29 31 32 11'-11" A 18, 25 27 28 4.5 5'4' A 516 a 14 22 23 24 .9'-11 C 17 25 26 27 6-2" B 15 22 23 24 5 13-Y A .10'4• A 18 25 27 28 1T73" B 22 - 28 30 31 - 111-0' A 19 25 26 28 5 4'-10" A 5'-1' B 14 21 22 23 9•-2' C • . 17 24 26 27 5W" B 15 21 22 23 5.5 174' A 91-7" A 18 25 26 27 16'-2" B 22 28 30 31 10.73" A 19 24 26 27 5.5 .4-4' A 4'S' B14 21 22 23 8'6 ' C 18 24 25. 26 S-2" B 15 21 22 23 6 114• A B'-11" A 18 24 26 27 15•-2• 8 22 28 29 31 W -S" A 19 24 25 27 6 - 4'-0" A 4'-3" 8 14 20 21 22 T-10' C 18 23 25 26 4'9' B 75 20 21 22 6.5 1018 A '8.6 A 19 24 25 26 . 14'4• B 22 27 29 30 0-1" A 19 24 25 26 6.5 31S" A 4'-0' B 14 20 21 22 T-0" C 18 23 24 26 46 B 15 20 21 22 7 6d A 7'-11" A 18 23 25 26 13'-7". B _ 22. . 27 .28 30 - 8'-7" A 18 23 .. 25 26 7 3'-5• A T-8: B 14 19 21 22 . •6-11• C 1B 23 24 25 4'-Y B 15 20 21 22 7.5 9-1• A T-5" A 19 23 24 26 12* -11• B 22. 27 28 29 8•-1" A 18 23 24. 26 .7.5 3'-2• A 3;6" 8 15 19 - 20 21- 6'6 C 18 ,22 24 - 25 : 3'-114 B 15 19 20 21 B 8'8 A 7'-1" A 19 23 24 25 174• B 23 26 28 29 - T-9' A. 19 23 24 25 8 3'-0' A 3'73' -B 15 is' 20 ' 21 6-21 C 18 ' 22 - 23 24 3'S" B 15 19 20 21 8.5 8'4" A 69" A 19 23 24 25 11'-9" B 2326 27 29. T-0' - A 19 23 24 25 8.5 7-10• A T-1" B 15 19 20 '21 5'-1P C, 1B 22 23 24 9'6 B 15 19 20 .21 9 T -v A I.S. A 19 22 24 25 1T-3' B 23 26 27 28 T-0" A 19 22 24 25 9 2'S' A 7-11• .B 15 18 19 20 5'-7'C� -18 22 23 24 3'4" B 15 19 20 20 9.5 T•7 A 6•-1" A 19 22 - 23 24 -10-10" .8. 23 25. 27 28 6'9' A. 20, 22 23' '24 9.5- 76. A 2'r B 15 18 19 .20' 5'W. s`O' 18 21 -22 24 _T -Y B 15 18 t9 20 10 6'•6 A 5'-10" A 19 22 23 24 - 10'6 B 23' 25. 27 28 I.S. A 20" 22 23 24. 10 2'S" A 2'S" 'e 15 18 19 20 �5'-1" C 18 • 2122 23 3'-0" B 15 1518 20 11 6'-7, -A 5'4• A 19 21 23 24 9'S• B 23 25 26 27 5'-11' ' A 20 21 23 24 11. -2'-Y A YS"• B 15 18 19 .-20� .4'S' -C 18 21 22 23 Y9" 8 15 18 19. 20 12 51-0" A 5'40" A 79 21 22 23 9'-0 8 23 24 26 27 516 A 20 21 22 23 90 MPH EXPOSURE C 13 51-7 A 4•-7' A 19 21 2223 81S" B 23 24 25 26 64" A 20 21 22 29 14 41'-17 A 44" A 19 20 21 22 T-11" B 23 24' 25 26 4'-10" B' 20 20 21 22 A 19 20 21 22 TS" 8 24 24 24 26 :. 4'-T B 20 20 21 22 10 4 17-7 A - 1773' A 19 27 29 30 1673.'8 t' 22 31 32 34 17-11• A 18 27 29 30 LIVE 4.5 15'-1' A 11'-2` A 18 27 28 30 18'-Y B 23, 30 32 34 11'-11" A 20 27 28 29 5 13'-7 A 16-0" A' 19 26 . 28 29 1773" B 23, .r 30 32 39 11'-01 A 20 26 28 29 5.5 12'4' A 9'-7" A 20 26 27 29 16.2' B - 23 X29 • 31 33 10'73' A 20 26 27 28 6 11'4' A 81-11• A 20 25 27 2815'-2" I.S. B' 23 28� k 1 32 OS" A 20 25 27 28 6.5 10'-4 A 8'S" A 20 25 28 28 14'4' B 24 29 30.1 32 ' 9'-1" A 20 25 26 28 7 9'S" A T-11" A 20 25 26 27 -43'-7' B 24 28 30 �31yy 8'-T A 20 25 26 27 7.5 9'-1" A TS' A 20 24 26 27 17-11" B 24 28 29 31\ 8:-1' A 21 24 2S 27 1 8'S' A T-1" A 20 24 25 26 174' ' B 24 27 29 30 k7T 9- A. 21 24 25 26 8.5 8'-0' A 6'9" A 20 24 25 28 111-9- B 24 27 29 30 7'4' A 21 24 25 26 9 7'-6• A 6-5" A 20 23 25 26 11'73• B 24 21 28 30 T-0'� A 21 23 25 26' es" T -r A 6'-1` A 20 23 24 26 10'-10' B 24 27 28 29 6-0. A 21 23 24 26 10 6.-r A 5'-10" A .. 20 23 • 24 25 10'S" B 25 26 28 29' 6'6 A 21 23 24 25 11 W -r A 5'4" A 20 22 24 25 6S" B 25 26 27 28 5'-11' • A �� 22 � 24 25� 12 5'S' A 11" A 20 22 23 24 e'-0" B 25 25 27 28 S6 A 21 �22� 23` X24 13 5'-r A 4•-7" A 20 22 23 24 8'S` B 25 .25 26 '2B 5'-r A 21 22� 23� 24 14 4'-10".A 4'4' A 20 21 22 23 T-11' B 25 25 26 27 4'-10' B .21 21� 123 24 15 4'6" A 4'-1" A 21 21 22 23 T6 B 25 25 28 27 4'-T B 21 ,21" 22A X23 20 4 8'-11" A TS" A ' 15 23 ' 24 ' 26 17-10" B 18 26 28 29 8'-1' A 16� 23 24 25 LIVE 4.5 T-11' A 6S• 1. A 15 23 24 25' 1114r 8 18 26 27 29 T-0" A �16 23 24 25 5 T-1" A 6-1" A 15 22 23 24 10'-10" B 1B 25 27 28 6S• �AJF 16 22 23-' 24 5.5 o' -S" A 5'S" A 15 22 23 24 10-1" B 19 25 26 28 T -W ` %�A 16 22 23 24 8 6-11" A' 5'73" A 15 21 22 .23 I.S. B 19 25 26 27 6� A 16 21 22 23 6.5 SS" A 4'-10" A 15 21 22 . 23 B'-10"' B 19 24 25 27 �6 A 16 21 22 23 7 5'-1", A 4•S" A 15 20 , 22 23 ".. B 19 24 25 260 'S'-1' B 16 21 22 23 7.5 '4.9" A 4'73" A 16 20 21 22 7-10" B 19 23 2� X26 4'9" B 16' 20 21 22 8 4•1" A 4'-0" A 16 20 21 22 T6 B 19 23 '24 , 26 4'6 B 16 20 21 22 8,5 4'-2" A 3-10" A 16 20 21 22 T-1" B 19 23' 24 25 4'73" 8 16 20 21 22, ' ' 9 T-11" A T-7" A 16 19 20 21 : 6'-9" B 18 23 24 25 4'-1" 8 16 19 21 22 9.5 3'9". A '31-V A 18 19 20 21 6'S' C 19 22 24 25 T-10' B 16 19, 20 21 10 T-6" A 3'73• A 16 19 20 21 6.2" C 19 22 23 24 3'6 B 16 19 20 21 11 3'-7' A T'0" A 16 18 20' 20 5'S" C 19 22 23 24 3'6 a 16 19 20' 21 12 7-11" A 2-9" A 16 . 18 19 20 5'73" C 19 21 22 23 3'-1" B 16 18 - 18 20 13 2S' A 7-0" A 18 18 20 20 4'-10' C 19 21 22 23 . 7-11' B 18 18 20 20 14 7-6" A 74" A 16 19 20 21 4'-7" C 20 20 22 23 7-8" B 16 - 19. 20 21 15 2'4" ' A 7-2- A 16 19 20 21 473" C 20 20 21 22 2'6 B 16- 19 20 21 30 4� 6•-0". A 6-Y. �8�� 15 23�s24 23 28 10-11' C 18 27 28 28. 8'-9' B 18 22 23 24 4.5 5'4' A 5'S" B 15 ,�23� 24 25 8'-11' C 16 26. �28 29 6'-Y B 18 22 23 24 24 5 4'-10' A 5'-1' 8 T-11• X22 23 24 9'-7 C 19 28 27 28 5'-T B .18 21 22 23 22 5.5 4.4" A 4'S- B ff15� I15 22 23 24 8'S' C 19 25 26 28 T-2' B i6 21 22 23 20 6 4'-0" A 473' *B,� X15 21 22- 23 T-10" C 19 25 26 27 4'9" B 18 20 21 22 15 ,6.5 3'S' A 4 8 15 21 22 23 14" C 19 24 26 27 46 B 16 20 21 22 B 7 3'S'A 21- 3'S" B i5 20 22 23 6-11" C 19' 24 25 26 4' -Ya C 18 20 21 22 373" 7.5 3'-Y A� _13'6 B 15 20 21 22 6'6 C 19 23 25 .26 T-11" B 16 19 20 21 24 8 X -T o T -W B 16 20 21 22 - 6-Y C 19 23 24 28 3'6 B 18 19 20 21 23 8.5 7.1� , �A T-1.' B 18 20 21 22 6-10` C 19 23 24 25 3'a' 8 10 10 20 21 22 9 2'S'� A 7-11" ' B 16 19 20 21 5'-T C 19 23 24 25 34' B 18 19 20 20 18. 9.5� �7S' A 7.9• 8 16 49 20 21 5'4"' C 19 22 24 25 T:2- B 18 18 19 20 C C 10 i 23" A 7S' B 16 19 20 21 6-1" C 19 22- 23 24 3'-O" B 18 78 19 20 ' 4 1/ 7-2' A 7-5' B 1819 22 20 21 ' 4•A' C 19 22 23 20 7-9• B 16 18 19 -20 4 - 4'S" "A 4'-10" B 14 22' 23 24 819' C 17 25 27 28 6-0•- B 14 22 23 24 :,:�,40 4.5 44Y A 4'4' B 14 21 22 23 T-11" - C 17 25 - 26 27V-10" ' B 15 21 23 24 5 3'-7"' A T-11• B 14 21 22 23 773" C 17 24 26 27 4'S• B 15 21 22 23 5.5 3'73' A 3'-7' 8 14 20 21 22 69" C 17 24 25 25 4'-1" 8 15 20 22 23 , 6 3'-0' A 3'4' B 14 20 2122 673' C 17 23 25 26 3.9" B 15 20 21 22 6.5 .7-0" A 3'-1' B 14 20 . 21 22 5-10" .0 16 23 24 25 I.S. B 15 20 21- 22 7 2'-T A, 7-10" B 14 19 20 21 516 C 18 22 24 25 373" B 15 19 20 21 7.5 2'6 A - 2'S' B 14 19 20 21 S-1' C 18 22 23 24 3'-1' B 15 19 20 21 ' 8 773" A 2'6 B 14 19 20 21 4'-10" C 18 22 23 24 7-10• B 15 1920 21 8.5 7-1' A 2'-0" . . B 14 18 18 20 4'-T C 1B 22 23 24 ZS" B 15 18 20 20 9 76 A 2'73" B 14 18 19 20 4'4" C 18. 21 22 23' 7-T 8 15 18 19 20 X9.5 N10, 1'-11" .1'9' A A 2'-1" 74" B B 14 14 18 18 19 19 20 20 4'-1" T-11" C C 18 18 21 21 22 22 23 23 2S" 74" 8 B 15 15 18 a 18 20 19 20. - 9D MPH EXPOSURE 8 40 ' 4 N4i•6' A 4'-10" B 13 21' 22 23 8'9' C 16 24 25 27 4.5 5 -- 4•-0" 3' T� 'A 4'4' 3-11" 8 B 13 13 20 20 . 21 21 22 22 T-11" - T-3 C C 17 17 24 23 25 24 28 25 S`!O 5.5 e 3..3 3.0" "A A �A3'4' T-7- B •B 13 13 19 19 20 20 21 21 65". 673" C C 17 17 23 22 24 23 25 24 j ���• ��- U 6.5 2'9' A .!3�?' B 13 19 20 21 5'-10" C 18 22 23 24' 7 74" , A 7-,�O . B 13 18 19 20 5.6 C 18 2123 24 , V 7.5 8 26 773' A A 7S"� 7-W �B �B 13 13 18 18 19 19 20.6-1" 20 4'-10' C C 18 18 21 -21 22 22 23 23 . 8.5 9 7-i• 2'-0' A A 71' 773" B B 13 '13 17 11 18 18 19 19 4'-T 4'4' C C 18 18 21 20 22 21 23 22 Ivv� 61301 , 9.5 1'-11' A 7-1" B 13 17 1B 19 4'-1' C 18 20 21 22 EXP. 10 1'9' A 7-0' B 13 17 18 18 ' 3'-11• C 18 20 21 22 ' -� BU 1y- ! E 00VN FOFCA�\F��� BUILDING. DIVISIpR? Z®D7 P g6200 f9 ,APPROVED I A"rr 9 O PnST SPACINGS FGR 1 Arnrc PA71n ANn rnuueorlwl rflVcoc Iu'Rn M1ou unrJn.woew< TABLE 21 0.042"x3'k8" Box Beam' Detail L1 r '. -'• Double 0.042"x3"xW Bcx'Beam '(Detail L12 Double 0.032'X2`4.625" Box Beam Detail L12) Freestandingnr " ' TABLE 2.1 0.042'W'W" Box Beam Detail LI), Double'0.042'X3"x8" Box Beam Detail 1-12 Double 0.032W"x6.626-' Box Beam . Detail . Attached Freestanding or . Attached Freestanding or Attached Freestanding or.. ' .23 Attached Freestanding or - 175- Attached. I Freestanding or' 26 Attached 29 . TS^ Structure Mullis an Units 23, Structure Mutfis ari Units 23 SWcture• Mullis an Units Structure: Mullis an Units ' Structure Mullis an UNts : ` 'structlne Mullis ah Units. • . "MAX GROUND TRIB MAX POST MAX 15 MAX POST LENGTH MAX - - - MAX POST LENGTH. -. MAX 18 MAx POST LENGTH GROUND TRIG -MAX POST MAX "MAX POST LENGTH ` ` '' "MAX POST LENGTH. "MAX' ' - ' ' "MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER S I 10' I 17 POST - .MIN' FOOTER e' -10' 112'- : POST,'. MIN FOOTEF 8' � '' ' 10.- I. 17 SNOW WIDTH POST REO POST MIN FOOTER 8' ^. 10' 1 17 POST 'MIN' FOOTER 8' - I 1d' .17 POST MIN FOOTER e' -' .10' 17 LOAD (FT) SPACING FOR]SPACIN B POST SIZE CONSTRAINED FOOTS SPACIN POS SIZE CONSTRAINED FOOTS SPACING PO$. ' SIZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR SPACIN POS - SIZE CONSTRAINED FOOTS SPACIN POST SIZE. CONSTRAINED FOOTS, SPACING OS SIZE CONSTRAINED FOOTS (PSF) . ON SLAB SLAB (FT) TYPE -d -d '-ff -d (FT) TYPE 'd "d: ^d. .'d (FT).. TYPE 'd. 'd 'd' ..'d '(PSF) ON SLAB SLAB (FT) TYPE -d' ,'d" •d. 'd FT) TYPE "d -d 'd, 'a•. (FT). TVP "d ^d 'd' 'd 5'5" B in (in) (in) (in) .. in in -' (in) Id C ' (in) (InI - in in ( Cm) in (in to (in - in in in M) On) In 25 4 T -T A 7'-1" A 15 .23 24 25 175- C 18 26 28 29 . TS^ B 15 23, 24 25 23 4.5 4 6" A SS^ 8 15 22 24 ' 25 11141 C 18 26 27 28 7'-1' B 15 22 `.241, 25 ' 20' 5 SS- A 5'-11' B 15 22 23 24 1015" C 18 25 27 28. 61-W B 16 22 23-, 24 S-0" 5.5 S -T A 5'5" B 15 21 23 24 9.4" C 18 25 26 27' S-0"8 28 16 21 23 1 24 - 23 8 4'S- A S-0" B 15 21 22 23 . 9-1' C 19 24 26 27 5'-7" B 16 21 22 - , 23 B 6.5 4'5" A 4'4^ B 15 21 22 23 814' C 19 24 25 26 S -T B 16 21 122' 23 23 7 4'-1' A 44- B 15 20 21 22 8•-0- C 18 24 25 26 P-10' B 16 20 '22 22 25 7.5 3'-110- A 4'-1" B 15 20 21 22 T-7' C 19. 23 25 26 4'-T B 16 X20 21 22 17 8 T -T A Y-10" B 15 20 21 22 T -T C 19 23 24 25 4'4' B 16 2021 21 22 9.5 T-0" A 8.5 T4^ A 3'4" 8 15 18 20 21 5-10' C 19 23 24 25 4'-1' 8 /16� 20 21 22 20 9 33'" A 3'S " 8 15 19 20 ' 21 6'4 " C 19 22 24." 25 T-11" B "- - `116 19 20 21 -20 9.5 3'-0" A 3.3" B 15 19 20 21 S -T C 19 22 23 24 3.4'.' -B 18 19 20 21 ' 10 7-10" A T-1" 8 15 18 20 21 5-11" C 18 22 23 24 -3'4"- B 16 19 20 21 11 2'-7" A 2'-10" B 15 18 19 20 SS" C 19 21 23 - 24 3'3^ B 18 18 19 20 25 4TQ" ' A T-1' A 16 24 25 27 175' C 19 26. ' 29 30 TS" B 16 24 25 '26 4.5 64" A SS" B 16 23 25 26 11'4' C 19`0 -27 28 30 T-1" B 17 23 25 26 5 5'4" A 5'-11" B 16 23 24 25 10'4' C ' 20' 26 28 29 6'4" 8 17 23 24 25 5.5 S4" A 5'S" B 16 22 24 25 S'4' C 20 26 27 28 S-0" B 17 22 24 25 6 4'S' _A 5'-0" B 16 22 23 24 B'-11 C 20 25 27 28 5'-7- B *17 22 23 24 6.5 4'S" A 4'4" ' 8 18 22 23 24 B'41 C 20 25 27 28 5•-2" ' B 17 22 23 24 7 ' 4'4" A 4'4" B 16 21 22 : 24 8'-0" C 20 25 26 27 4'40- 8 17 21 23 24 7.5 7-10" A 4'-1" B 16 21 22 23 T-7" C 20 24 26 27 4'-71 8 17 21 22 23 8 3'-7" A T-10" 8 18 21 22 23 T -T` C 20 24 25 27 4'4' B 17 21 22 23 8.5 34" A 314" a 16 20 22 22 6'-10" C 20 24 25 26 4'-1" B 17 20 22 23 9 3'-2" A 3'S' B 16 20 21 22 614" C 20 23 25 26 T-11' B 17 20 21 22 9.5 T-0" A T3" B 16 20 21 22 5-T C 20 23 24 26 1 3.4"8 17 20" 21 1 22 107-10" A T-1- a 16 20 21 22 5-11-' C 20 23 24 25 3'4' B 17 20 21 .22 11 7-7"' A 2'-10" B 16 19 20 21 51S" C -20 22 24 25 3'3" B 17 19 20 '21 12 74' 1 A 1 7-7- B 1 17 19 1 20 21 S-0" I --C 1 20 1 22 1 23 1 24 3'-0' 1 8 1 17 18 20 21 Vc1YcRN11. I.JInVa.1IV IYJ rVR IOCOC INOLCJ 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE. (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.9 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 S. CHOOSE A HEADER FROM TABLE 2.1: THAT,HAS ADEQUATE POST SPACING.` %1'• . I - 7. USE THE APPROPRIATE FOOTER SSZE SHOWN. r . 90 MPH EXPOSURE B- - - - " -=•'r' " 60 4 T -O" A 3'4' B 12 18 '20 _ 21 ". 6'-3^ C 14 22 23 2$ 3'S" B 12 19 20 21. 4.5 2.4' .A. 3'-0' B 12 18 20' 20 5.4" C 14 22 ' 23 ' 24, 31S" B 12 19 20 21 5 7S" A 74- a 12 18� !�19 20 5-2- C 14 21 22 23 3'-1" B 12 18 19 20, 5.5 T -T A 2'4" B 12 18 18 19 4'S' C 1s 21 ' 22 23 ' 7.10- B 12 18 18 20. 6 X -O" A 71^ a 12 X17 18 19 4'S' C 15 20 21 '22 7-7" 8 12 17 1B 19 6.5 1•-10" A 7-1" 8 12/ '17 18 19 4'-1' C 15 20 21 22 7S" B 12 17 18 19 7 114" A 1'-11- 8- 12 / 17 18 18 3--1V C 15' 20 -21 '22 73" B 12 17 18 18 7.5 1•-T A 1'-10" '8 �12 16 17 18 T-7" C 15 19 20 21 7=1^ B 12 17 17 18 6 - 1'4' A 1'4" B 12 18 17 18 ' 3'4" C 15 19 20 21. T-0" B 12 18 17 18 8.5 1'-5' A 1'-T B 12 • 17 18 18- 3'-7 C 15 19 20.. 21 V-10" B 12 17 18 18 8 1'4" A 1.4" y 'B 12 17 18 19 3'-0' C 15 18 20 20 , 1'S" B 12 11 18 19 9.5 1'3' '•A .. •1'S' 8 12 17 18 - 18.7-10' C 15 - 18 18 20 1'4' B 12 .17 18 1 19 An MPN FYPllC11RFf.. � .-'- ' ' 60 4 3•-0' A' rA 34' B 12 20' 21 22 S-3' C 15 ' 25 26. 1•-9" B 13 20 ' 21 22 ''4' � 4.5 2'-S-,, 6' 3'4" B 12 19 20 21 5'4- C 15 • 123 23 24 25 . 31S" B 13 20 21 22 13.5.17 S, T-6- A 7S' 8 12 19 20 21 5'-T C 15 22 23 25 7.1" B - 13 19 20 21 T -6.5, - 7-2' A 76 B 12 19' 20 20 4'S" C 15 22 23 24 2'-10" B 13 19 20 21 ' -8 7-0- A 73" B 12 18 19 20 4'S" , C 16 21 23, 24 7-71 B 13 16 19 20 10.5 6.5 1'-10" A 7-1" B 13 18 19 20 4'-1' C . 16 21 22 23 7S" 8 13 16 18 20 1. 7 114' A 1'-11' B 13 17 ' 7B 19 3'-10" C 18 21 22 23 2'3" B 13 18 18 20 14' 7.5 v -T A 1'-10" B 13 17 18 19 T -T C 16 20 21 22 7-1- .-B 13 17 1B 18 8 1 V -S" A 1 1'4" 1 B 1 13 17 18 1 19 3'4' I C 16 20 1 21 1 22 7-0" 1 8 1 13 1 17 1 18 1 19 OVER- HANG" TABLE Post Requirements for TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED.STRUCTURES PROJECTION OF SINGLE SPAN.STUCTURES R Mu Mukis an and Free riding Structures . 8' 9' 10, 11' 17 13' '14' 15• 18' 17* 18' 19' 20' 21' 27 D - ''4' � 4.5 S. 5.5' 6' 6.S T 7.5 , 8' 8.51 9' 9.5 10' 10.5' 11' 1' 4.5 `.5.5' S S.S S 6.5 T 7.5 S B. 5 9' 13.5.17 10.5' 11• 11.5' z s' S 8.5' T 7.s' 8' 8.5' 9' 9.5' 1D los it' 11.5' 17 3' S.S. S.6.5 T 7.5' B' 8.5' 9' 9.S 10' 10.5' . 11' 11.5' 17 125' 4' S 6.5•�T 7.S 8' 8.S 9• S.S. 10' 1D.5' 11' 11.5 17 125' 13' 5' 6.5' T 7.S8' `8.S S.S 9' 9.5 10 10.5- 1/' 11.5 17 125' 1T 13.5 a' 7' 7.5' 1. 9• 9.6 10' 10.5 11• 11.5' 17 125' 13•135 14' T 7.5 8' 9.5 9'`8.5 10 10.5' 11' 11.5 17 12.5 1T 13.5' 14' 14.5- a, 1. 8.5 9' 9.51-10' `O.S 11' 11.5 17 125' 13' 13.5 14• 14.5' 15' 8' 8.5 9' 9.S 10' t0.S�11'� 11.5' 17 125' 13' 13.5 14' 14.5' 15• 15.5' 'IW 8' 9.61. ' 10' 10.5' 11• 11:5_x... 17 125' 13' 13.5' 14' 14.5 15 15.51 1S 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB T. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 SLAB 8. USE THE SMALLER :101` THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9" POST 'N MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 76024 12) Cad Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 3842614 cadoutna m0comcast.net Q!!8 7/6/2007 Page 3 of 9 TABLE Post Requirements for Mu Mukis an and Free riding Structures . Post Description' ' Maximum Max POST 1�-, Footing Hei ht 0.043"x3la" Steel Clover. d = 23" 1T D 0.043"x3"x3" Steel Clover 'd = 23" 8' E 0.188'X37)a"Steel Square . d = 37" 15' F 0.1'14"x4" Sl'eel Square d = 44" 18' G 0.188"88.5'X5" Steel Square d = 49 18" H Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 76024 12) Cad Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 3842614 cadoutna m0comcast.net Q!!8 7/6/2007 Page 3 of 9 • LATTICE 20 POSTSPACINGS FOR LATTICE PATIn ANn rAMME0r1A1 .CO.VERS iWOn MDU'unurt e'06A4. ' ' TABLE 2.5 7777- - ----•�-.....-_ 12•Ga'3 k8" SteeGC Beam (DetailL18 c ' Attached ' Freestanding or'�'� Structure Mullis an Units.., „: ......._.. .._-. .. _ 16 Ga:3'k8".Steel Qeeam Detail L18 :; ' "• '.' Arieched,: FreestandngA�' :;, SWcture? an Units, .... • ..-, .. -. ... Double 12 Ga 3'x8? Steel GBeam L18'and '" .: Ariechetl Freestanding or'.TATiLE2.5 §Wdure.: Multiij5anLni[s': ... _ ... - . .. _ ... ... _ _..., .. AY) ; . 12 Ga 31X8" Steel•C Beam Detail:L18 ' 16 Ga'3" RB" Steel C.Beam Detai61:18 '' ' ` -` Ariactted' Freestanding or:+.. ; Ariached .Freestanding or '•. "' a: ^SMictiire Mullis an Unts Structure r• MulUs an,Units •: - Double 12 Ga 3"x8" Steel _' .::Attached_ Structure: .. - C Beam L18 and Freestanding or :. Itisvin Units`.:,.' GROUN- TRIG NqX POST MAX 'MAX POST LENGTH MAX' - .. MAx:POST.LENGTH.: IF MAX " ' ` " MAX POST LENGTH GROUND TRIG MAT( POST : MAX ' ,' MAX POST LENGTH 'MAX � 'MAX POST LENGTH MAX . -„ MAX POST LENGTH SNOW WIDTH 'POST RED'D POST MIN FOOTER .' B' I' 17 I 18" 'POST _ MIN ' 12', I .18. _POST MIN, FOOTER e' I','12''L, 18' 'SNOW WIDTH POST REO ..POST MIN FOOTER e' I' 17I 18'. POST, MIN �. FOOTER e' I 17 I 18' ,POST- MIN+ FOOTER 8' I 17 :I' 18' LOAD (FT) SPACING FOR SPACIN POST 512E CONSTRAINED FOOTE SPACIN POS SIZE, CONSTRAINEOFOOTE SPACING POSE ,SIZE. CONSTRAINEDF. LOAD (FT); FOR SPACINGPOS Sii CONSTRAINED FOO SPACINGPOST SIZE CONSTRAINED' FOO SPACING POS -SIZE:' CONSTRAINEDFOOTE (PSF) ONSIP,B SLAB (FT) TYPE 'd "d, "d 'd' .(F7) TYPE 'd •S. ' ,'d - •d' (F7) TYP "e' •d'. "d , . 'd: .SPACING (PSF) ON SLAB SLAB (FT) 7VPE •d 'd' . 'd 'd (FT) . TYPE •d ^d 'd' .. •E'., :..TFT) ' •d' 'd 'd ''d' (F4 (In) {inl'' n (In) "(In). (U (in)-' .lin ...l,n), . .,(in), . (in) (in) - FT - .... in (In) : (in M) in - in) (in MI` (in) (in) in Pn) LY) 10 4 174" A 31'79' C 24 33 . 37 '49 - 25'6^ B 23. 31 35 36 39'-7' 'C 28 34 . 38 42 30 - -- <" .' WB'•O' ."-A.23'-1' 304• C D '. 22 31 3497 24'-7' 18'B' . D 21 2932 �40� 38 29'-1' E 24 .32 35 39 5 LIVE 4.5 15.1` A 30'4• C 25 33 36 40'x 24' -T 8 23 31 , 34 38 ' 38'-1• D 27 34 37 41 124' A 4:5 5114- A 7C-2• D 23 30 34 37 17--0' D 21 29 32 35 28'41' E 24 31 35 38 27"6• 5 13-7" A 29•-2- C 26 32 36 40 23'-8- C 24 31 34 38 • 38'-0" D 28 34 37 41 - D 5 4'-10" A 21'4' D 23 30 33 37 16'79" D 21 28 31 35 27'-0•' E 25 31 34 38 30 55 174' A . 2841 C 26 ' 32 36 39 27-11' C 24 31 34 •37 35'4• 'D 28 33 37 41 33 5.5 4'4" A 20'9" ' ' D 24 30 33 36 15'-11" D 22 28 31 34 264' E 26 31 34 38 36 6 1114- A 27-3 D 27 32 35 39 - 27.4', C 25 30 34 37 34'4' D 29 33 37 40 40 6 ' 44 A 20-2" E 24 30 33 36 14-1"' D 22 28 30 34 • 25'3 E 26 31 34 37 17-2' 6.5 1079 q 269` D 27 32 35. 39 21'4' C 25 ' 30 33 37 33'-8' D 29 33 98 40 D 6.5 3'79' A 44' E 25 2933 34 36 14'S" D 22 27 30 33 2491 E 27 30 34 37 30 30 33 A 26'-1' 0 28 32 35- 39 21'-2' C 26 30 . 33 • 37 32'-10• D' : 30 33 -' 38 ' 40 -" '' 7 3'S' A '19'-21 E 25 29 32 _' 36 13'79• 0 22 27 30 33: 24"r E 27 ' 39 ' 33' .. 37 33 7.5 9'-i' A 2T -G' D 28 31 35 78 �, 20'4' C 26 30 33 38 32'-Y D 30 32 38 40 36 7.5. 3'-Y A 18' r E 25 29 32 36 13'-Y . D 23 27 '20. 33 23"r E ' 27 30 33 37 26'-1' 5 8'79 - A 24'-11" D 29 31' 35 3B - ' 20'47 'D 27' 30 33 36� 31'6' � D 31 32 36 .40 E 8 3'0` A' 18'1• E 28 29 32 35 � 17A" D 23 26 � 29 32. � 23'-1': E' 28 30 33 37. 35 8.5 84' ' A 24.4- 0 28 31 34 38 19 9` D 27 29, 33 36 '. : 30'-10'. D 31 32 36 39 9 8.5 7-10• . A 17-40- E 26 29 32 35 17-Y D 23 26 29 32 274' E' 28 30 33 36 8 7'79 A 24'-0• D 28 31 34 . _ 38'. 19'-2' - .D 27 , 28 32 38 .30'4^ .D 32 32 35 . 39'' . 9 74' A: 17--0• E 28 29 32 . 35 _. • 11'A' D 23 28 28 32 27-7:. E 29 30 33 - 38 9.5 7--2 A 23'-T O 30 31 34 3B,' .78'4' D 27. 29 , 32 38.. :29'4' D - 32 32 ]5 39 9.5 2'4' A 16'-10" E 27 . 28 31 . 35 11'-4`.� D 27 28 '2B ' 31 •21'-10' E 2B 28 33 36 10 6'79' A 23'-Y D 30 31 34 38 .18'-Y :.D '28 28 32 '35 . 28'-2' D ' 32 32 35 38 10 2'79" A 76'79' E 27 28 31 . 34. 1P4� D 23 . 25 28 31 21'79 E 29 29- '32 36 11 8'79 A 2779 D 31 31 34 -37 Ir4' D 28 29, 32 35 28'-3- D 33 33 35 38 11 2'-2'• A' 15'79' E 27 28 31' 34. '10'4". 'D 24 25 28 31 c'20'4. E' 30 30 '32 38 12 5'4' A 21'4 0 31 31 33 37 16-T D 28 28 31 35 274" E 34 34 35 38 90 MPH EXPOSURE C 13 5'-2 A 21.4' D 32 32 33 37 15'-11" D 29 '29 31 34 26'-r E' 34 34 34 38 14 4'-17 q 20'-8^ D 32 32 33- 36 15'4' 1 D 29 - 29 31 34 26'-1" ' E 35 35 35 38 15 4'4' A 20'4• D 33 33 33 36 14'-7- O 29 29 t , 30 33 25'6^ E 35 35 35 . 37 A9 NPH ..00SIIRF C ' 10 4 1T -W A 31'79• C 26 35 38 42 ' 254- B 24 33 36- X40 39'-7"' C 28 36 40 44 WE 4.5 1S-1' A 304• C 27 34 38 42 24'-7' B 25 33 38 �40� 38'-7' D 29 36 39 44 35/ 5 1 V*7' A 7A•_T C 27 34 38 - 42 23'4• C 26 32 36 40N ''36'9" . D 30 35. 39 43 ' 6.5 124' A 28'4' C 28 34 37 ..41 � 27-11'. C 26 � 32 � 35 -39- 35'We"- - 0 30 35 •• 39 43 26 6 114' A 27"6• .D 29 34 37 - 41 274" C 27 32 35 39 34'-7 23 31 35 38 42. D 6.5 101-P A 269' D 28 33 37 41 21'4' C 27 .32 '35 38 33.4' 1D t0, 31 34 38 42 26'-9" E 9'4' A 26-1' , 0 30 33 37 41 21'-Y' C 26 .31 35 38 37-17 0� '�2 34 38 _ 42 34 7.5 . 9'-1• A 25'4 D 30 33 38 40 204• C 28 31' 35 38 32'-Y D �32� 34 38 . 42 " 30 . A 24'-11' 0 30 33 36 40 204' D 28 31 34 39 31'-5' 0 331 V 34 37 41 27 8.5 e'4 A 24'-S D 31 33 38 40 104 D 29 31 34 38 30'-10- 0 33 `391. 37 41 24 9 7'-6- A 24'-0" 0 31 32 36 40 17-2' D 29 31 34 38 30'.1' D 34 '34' +37� 41 D 9.5 7'-Y A 23'-T 0 32 32 36 40 18'4• D .29 '30 34 37 29'4' D 34 34 37� 36 73'-7^ 10 61-W A 23'-Y D 32 32 36 39 18'-Y D 30 30 33 37 29•-2" 0 35 35 37 41 . 11 6-2" A "2779 D 33 33 35 39 17'A' D' 30 ' ' 30 33 37 28'4• D 35 35 37 40 32 12 SS• A' . 21.9• 0 33 33 35 39 10-T D 30 30 33 36 276^ E ' 36 38 36 40 29 13 V-2" A 21'4'- D 34 34 35 39 15-11' D 31 31 32 36 26'9" E 37 37 37 40 28 14 4'-10' A. 209' 0 34 34 35 38 1794• D 31 31 32 35 26'-1' E 37 37 97 40 E 154'6" 'A 204• D- 35 35 35 38 14'-71 D 31 31 32 35 25'79' E 38 38 38 39� 20 . 4 8'-11' A 24-11" O 23 31 35 38 20'4' C 21 30 33 36 311-5• D 24. 32 36� Y 40 LIVE 4.5 . T-11' q 24'-0' D 23 31 34 38 19'79• D 22 29 - 32 .36 30V' D 25 32 35/ 39 .39 ' S 4'-10' A 23'-Y D 24 31 34 38 18'4' � D 22 29 - 32 36 29'-2' D 26 32 4/35 39 35 5.5 6'-5" A I 274` 0 24 30- 34 37 17'-/0" D 23 29. 32 35 2879" 0 26 31 35 38 32 6 5-11' A 21'5 0 25 30 33 37 17--0" D 23 28 31 35 2779" D 27 ,,4 3110 35 38 27. 6.5 6'3' A 21'4' D 2S 30 33 37 ' 16'4" O 23 .28 31 34 26'-9" E 27 %31 34 38 ' 7 5'-1" A 20'9" 0 26 30 33 36 16'9- D 23 28 31 34 Q8'-1' E 28/ 31 34: 38 21'-11' 7.5 4'9" A 203' D 26 30 .33 - . 38 751-1 D' 24 28 30 . '25'6' E 1 3t 34 37 93 8 4'79" A 19'9• 0 26 29 33 36 14'6' D 24 27 30 33 24'-71' E f,29 30 34 37 .29 8.6 4'-2" A /0S" D 27 29 32 36 W -O" D 24 27 30 33 24'79' E 29 30 34 37 26 9 Y-11' A 19'-0' D 27 29 32 -36 13'79• D 24 27 30 .33 24'4' E 29 30 33 37. 23 9.5 3'9" A 18'6" E 27 29 32 36 73'-7^ D 24 27 29 ' 33 23'-7' E 30 30 33 37 E 10 3'79" A W-41" E 28 .29 32 35 174• 0 25 26 29 32 23'-Y E 30 30 '33 37 ' 11 T-2" A ITS• E 28 29 32 35 11'-11' D 25" 26 29 32 22'S' E 31 31 33 36 40 4 ' .'12 7-11' A 16'5 E 29 29 31 35 11'4" D 25 26 28 31 21'9' E 31 31 33 36 -7 13 2'79" A ' 16-7^ E 28 29 37 34 .1079 D 25 25 28 37 .21'4' E 32 32 32 36 3'-0" 14 2'3 . A iS'S' E 29 29 31 34 .16-2' 0 28 26 28 31 20:4' E 32 32 92 36 7-7' 15 7<" A 1S-0• E 30 30 30 34 69•' D 26 28 27 30 - 20'4" E 33 39 33 35 70 4 6'-0' A 2]'-1' D • 24 32 38� i=39 18'4 D 22 31 ' 34 37 28'-1' E 25 32 35 39 4.5 5'4' A 27-Y D 24 32 /35'� 38' 17-4'. D 22 30 33 - 37 'd8'-0' E 28 31 35 36 .39 ' S 4'-10' A 21'79" D 25 32 � � 35 ]9 16'4' D 23 ' 30 33 38 274 E 27 31 34 36 35 5.5 44' A 20'4 0 25 31 35 38 : 15'-11' D 23 2B 32 ' 36 26'-2' E 27 31 34 36 32 B 4'4 A 20'-2" •E 26� 31 34 3B 15'-1" D 23 29 32 75 25'3 E 28 31 34 37 27. 6.5 T-8" A 1914" E 26 31 34 38 14'4' D 24 29 32 35 24'9' E 26 30 34 37 E 7 31791 A 16-2- E' 27 31 34 38 13'9" D 24 28 31 35 2414' E 29 30 33 37 21'-11' 7.5 3'4' A 18;4 �E 27 30 34 37 13'4• D 24 28 31 34 23'-T E 29 30 33 37 93 8 3'-0" A 31 E 27 30 34 37 17-01 D 24 28 31 34 23'-1' E 30 30 33 37 .29 8.5 7-10' A F1T-10' E 28 30 33. 37 17-2" D 24 27 30 34 274 E 30 30 33 36 26 9 74' A 17-4" E 28 30 33 97 1114" D 25 27 30 33 27-Y E 30 30 33 36 23 8.5 2'791 `A . 16-10' E 28 30 39 36 11'-0" D' 25 27 30 73 21'-1 D' E 31 31 33 36 E 10 2f5� A • 165 E 29 30 ' 33 96 11'-0' ' D 25 27 30 33 21'4" E ' 31 31 32 36 ' .11 .7-2" ' A 15'4" E 29. '28 32 . 36 .. .104' . D 1 25 26 29 32. -20'-9- E '. 32 . 32 "32 36 40 nu mrnurvaunec 411, , 4'4, A 27-41 D 23 - 31 35' 38 W-11" D 21 29 33 36 26'4' E 25 32 36 40 !4.5 4'-0' A 20'-2' E 23 91 34 38' 1V-3" D 21 29' 32 35 25'S- E 25 32 36 .39 ' f - 5 3'-7* A 1816' E 24 31 _ 34 36 14'4' D 22 29 32 35 - 24'-T E 28 32 35 39 5.5 3'4' A 18'-10" E 24 31 34 37 13'79 D 22 28 31 34 2319' E 26 32 35 39 8 3'-0' A 18.4" E 25 30 34 37 179" D 22 26 31 34 23'-1' . E 27. 31 35 38 6.5 X2'9' A 17'5 E 25 30 33 37' 17-Y 0 22 27 30 34 274. E 27 31 34 38 7 '�^.2'd' A 17--t' E 26 30 33 37' `36 11'-T D 23 27 30 33 21'-11' E 28 31 34 ' 38 7.5 76�,� ,A 16'-7" E 26 30 33 11'-1' .D 23 27 30 93 21'4' E 28 31 34 38 8 2'4' �-A1 16-0"- E 26 29. 32 36 104: D 23 27 .29 32 21'4 E 29 31 34 37. 8.5 7-1' A R15�71 E 27 29 32 38 .704• D. 23 26 29 32 - 20'-T E 29 30 34 37 9 2'4 A 15' 1"a. E 27. 29 32 35 6-10" E 23 26 29 32 204^ F - 29 -, 30 34 ' 37.. 9.5 1'-11• A 14'9- ;LEI 27 29 32 35 9'79 E 23 28 29 32 19'-10' F 30 30 3 37 10 V-9' A 14'4" E'! >, 27 29 32 35 8'4' E 24 28 28 31 103 ' F 30 30 3 go MPHEXPOSURE B �. 40 4 ' 4'6" A 21'5D 21\ \,30 33 37 16'41 D 20 28 31 34 ' 4.5. 5 4'-0' 3''.. ` A A 20'•Y 19'3 E E 22 22 0301 299 33 38"' 15'4• D 21 28 31 34 W-3- D - 22 27 30 33 SES -7 �236- 5.5 34'' A 18'-10' E 23 29 N32i 36 . 1319• D 22 .27 30 33 6 3'-0" A 1814" E 23 29 37\ 35 179' D 22 28 29 32 6.5 9 7' A 17' 5 E 24- 29 32 \35� 77-2" D 22 .28 29 32 7 7-7' A 1.T-1.• E 24 28 - 31 . 3SN � V-7-0 23 . 26 29 32 moi` m 7.5 279' A 1S'+7" E 24 28 31 34 �1'�1' D 23 26 28 31 W 8 2'4' A 16'4 EIx 25U273o 31 34 10'4• D 23 25 28 31 25 28 31 8.5 2'-1.' A 75'-7" E 2531 34 104'0 D 23 GVn 61'30/ 9 2'4 A 15-1" E 2530 34 9'-10" E 23 25 27 30C/�'1'-11• A A 14'5 14'4'E E 2530 28 34 33 679 E 23 25 . 27i'9' 9'-2' 24 24 27 30 s�• CIVIL \�P pE BU�E �O� �rEOFCAVW BUILDING..D { /I 1, / Page 4 of 9 ' , 2 Page 7 APPRp�b LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA 12 Ga 3'X8" SteetC Be8mDetailL18 L18)-:,. 16 Ga_ 3'x8"Steel C -Beam: Detail L18 ... Double 12 Ga 3"AW at C Beam L18 and AY) > 12 Ga 3'x8" Steel C Beam Detail L18), _• .. 16 Ga 3"x8" Steel C Beam Detail L18 ; r Double 12 Ga 3'xW Steel C Beam L18 an TABLE 2.6 Attached Freestandm or Attached Freestanding or Attached Freestanding or '; TABLE 2-6 ; Attached - Freestanding or ,Attached.:" Freestanding or' !,..Attached Freestanding or: . 9 SWcture Mullis an Unfts' Strudlire Mullis "amUnits Sbi3cture Mullis anUnits: Structure: Mullis in Units Stricture. Mullis an UniW : Structure Mullis in Units'. , GROUND TRIB MAX POST MAX MAX POST LENGTH. ' MAX +': $.MAX POST LENGTH MAX - MAX POST IENGTH' GROUND TRIB MAX' -POS MAX - MAX POST LENGTH MAX. ; ` MAX`POST LENGTH MAX - " MA%POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER 8' ' IT I: 18' POST JMINFOOTER - 8' I �12' ( 1B' •POST MIN FOOTER' 8' ( 1Y I' 1B' 'SNOW WIDTH ,POST. REQ POST MIN FOOTER e' ''17 I 78' :POST ;MIN FOOTER 8' 1,17 I 18' POSTMIN FOOTER =.e• -17. I '1SLOAD (FT) SPACING FOR SPACIN POST S¢E .CONSTRAINED FOOTS SPACIN SIZECONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS - LOAD (FT) - SPACING FOR SPACIN POS SIZE CONSTRAINED FOOTS SPACIN POST $IZE CONSTRAINED f00T SPACING POS SIZE CONSTRAINED FOOTEI (PSF) ON SLAB SLAB (FT) TYPE 'd° ^d 'd' 'd' (FT) 'd' 'd' •d' "d - ' ( N i in . in . (� TYPE 'd' 'd' 'd' . 'C ' (PSF) ON SLAB SLAB (F4), TYPE •d' "d' 'd' 'd' (FT) TYPE r' •d"' •4. d'A 'd" (In - (in - in) (in ... .(m INI del + (in (FT) TYP 'd' 'd• 90 MPH EXPOSURE C . .. 1 90 MPH EXPOSURES I.)' (in n) in lin) 20 4 B'-11" A 24'-11' D' 24 33 36 - -40 ' 27-3° C' 23* 31 '34 34 31'1' D' 26 34 ' 37 41 80 d-' 9'-0' A 18'-4'- E 20 29„ 32 35 17-/0• D. -18 .26 29 32 23'•1"' E 22 30 33 37 WE 4.5 T-11' A 24'-0' D 25 32 38 40 '19'•6- D 23 31. 34 38- 301.3' D 27 34 37 41 4,5 76' A 17'61' E 21 29 32 35 11'-11•' -;D' 18 26 29 32 27-2" E 23 30 33 38 5 T-1" A 23'-2" D 25 32 38 39 18'6" D '24 30 34 37 29'-Y D 21 33 37 41. 5 2'S' A 16'-8° E 21 28 31 _35 i 1-T 'D 19 26 28 31 211.3' E 23 29. .32 36 5.5 6'S• A 22'1" 0 26 32 35 39 '1T-10', D 24' 30 33 37 281-3• D 28 33 37 40 5.5 2-2' A 15-10" E 22 28 31, 34= 101-6" D 19 25 28., 31 2D'4" E 24 29 .32 36 6 'S'-11' A 21'6" D Ze 32 35 39 IT -T D 24 30 33 36 271.3' D 29 33 36 40 6 Z -V A 15'-2° E 22 28 31 - 34 F-11' € 19 25 27. 30 -27,7 F 24 29 32 35 8.5 5'-5' A 21'3' D 27 31 35 38 16'4' D 25 29 73 38 26.6• E 29 73 36 40 8.5 1'-1.0' A 14'-7' E 22 f27��0 30 33 9'-5" ' E 19 25. 27 319'4' F 25 29 32 35 7 5'-1• A 20'-8• 0 27 31 35 38 . 1S4" O 25 29 32' '36 26'-1" E 30 32 36 40 7. 1'6^ ,A 14'-1' E 231, 27 30- 33 8'-0' E- 19 24 27 30 19'-2- F 25 29 - 32 35 7.5 4.4" A 20V" D 28 31 34 ' 3816'-1: � - 0 + X25 29 - '32 35 25'6' E - 30- 32: 36 ' 39 7.5' 1'-7• A - 131 r E X 23, X 27 30 33 8•-T E 20 .. . 24 .26 29 ' 16'4" F 25 28 31 35 8 4'S' A 19'4" D 28 31 34 38 14'6° ' D 25 29 32 35' 24'-1 " E 30 32 35- 39 , 8 t'6° A 13'-r. 23 27. . 29 '33' ' 8'-7 E 20 24 28 29 18'<' F 28 28 - 31 35 8.5 4'-2• A 19'S" D 29 31 34 38 14'4- D 26` '28 31 35 241-4" - E 31 32 35 39 8.5 1'S' A 174' -E 23 28 29 32 T-10•• E - 20 23 . -26 29 17'-11- F 26 28 31 34 9 Y-11" A 19' 0 29 31 34 37 13'•8- D 28 2B, 31 " J4 24'4" E - 31 32 35 39 •.9:- 14' A 17S" E 24 28 29 32 '• 7;-7a E 20 - 23 28 2a. 17'-T G 26 28 .31 34 9.5 3'6' A 18'4' E 29 30 3d 37 ' 13'-1' . D 28 28� ,31 34 23'-7' E 32 32' ' 35 39 9.5. ,..1'J' ,'A 1Y-1'- ' E 24 . 28 29 32 • 7'4' E 20 23. X25:. 28. � 1T-2' G 27 . 28 , 31 34 10 3'6' A 1814° E 3D 30 34 37 1741 D 26' 28 .31 23'-7 E 32 32_ 35 - 38 BO MPH EXPOSURE411 T-2" A lr-6" E 30 30 33 37 • 11'-11• D 26 27 30� 3322'1" E 33 33 34 38'12 7-11' A 16'-9• E 31 31 33 36 111-3' D 27'. ' 27 30 33 21'4" E - 33 33 34 3813 76" A 18'-1" E 31 . 31 33 36 4-.3 D 27 -27 29 1.4#34 32� 21°J' E 34 34 34 38 25 ' 4 T-7 A 24'-7" D 23 31 34 38 17-11" D 21 30 33 36 37-11°, 0 24 32 36 39 . 4.5 6'4" A 23'-r 0 23 31 34 38 18',7 0 22 29 32 36 29'-8"� 0 25 32* 35 39 5 514" A 274" 0 24 31 34 37 181-3" D ' 22 29 32 35 28'6° E -y 28 32 3S 39 5.5 S-2" A 27-1' D 24 30 33 37 17'-r D 22 29 32 35 .27'-1P E X28, ' 31 35 38 6 4'4• A 21'S• D 25 30 33 37 ISS' D 23 28 31 35 2r -V E 27 25 34 38 6.5 4'-S A 27-10° D 25 30 33 37 156- D 23 28 31 34 284' E 27 k.31 31 341, X38 _ 7 4'-1" A 274" E 28 30 33 36 15'4' 0 23 28 31 34 25'6' E 28 3/ j 91 138 7.5 T-10" A 19'-11° E 26 30 33 38 14'6' D 23 27 30 33 25'-1'- E 28 31� 34- X37 8 3'-r A 176" E 28 29 32 36 14'-1" 0 24 27 30 33 24'-T E ' 28 �3D; X34 �3T� 8.5 3'4" A 19'-1" E 27 29 32 36 13'-r O ' 24 27 - 30 33 24'-1" E 29 30 33 37 9 Y-2" A 18'4"' E 27 29 32 36 : 13'-1' 0 24 27 29 33 23'-7' E f29, 30 33 37 9.5 3'd A 18'S° E 27 29 32 35 175- D 24 26 28 32 23'-2" -E� 29 I 30 33 37 10 7-10" A 17'-11° E 28 29 32 35 17J" D 24 26 29 32 22'4' ^ _ E ' 30 30 33 36 --11 2-T __- A 17"-1" E 2B •28 31 35 11'-T D 25 28 29 32- �2Y-1•" E 30 30 33 36 25 4 T-2° • A 24'-T D 24 33 36 40 19'-11- D` C. -31- '34 38 37-11' D .26 34 ' 37 41 23'-1' 4.5 14° A 23'_ D 25 32 36 ' 40 18'-7 D 23 31 34 38 274• D 27 33 37 41 9'. 5 5.4' A 274• 0 25 32 35 39 1SJ' D 23 30 34 37 28'4' E 27 33 37 41 ISS° 6.5 51-21 A 22-1° D 26 32 35 39 ITS" 'D 24 30 33 * 37 27'-10° E 28 33 38 ' 40 34 6 4'49° A 21'-V D 26 32 35 39 18'6"- D 24 30 33 36 27.4• E 28 33 38 46 29 6.6 4'S" A 27-10" D 27 31 35 38 18'4' D 24 29 32 36 . 2S4' E 29 32 36. 40 32 7 4'-1" A 274' E 27 31 34 38 154' D 25 29 32 38 25'6" E 29 32 36 39 1'-10• 7.5 T-10' A 18'-11• E 28 31 34 38 14'4' D 25 29 32 35 26-1' E 30 32 35 39 26 8 T -r A 176" E 28 3U 34 38 14'-1" D 25 28 31 35 24'-T E 30 - 32 35 39 21 8.5 3'4" A 19'-1" E 28 31 34 38 IX -71 D 25 28 31 34 24'-1' E 31 32 35 39 24 9 3'-2" A 18'4" E 29 30 34 37 13'-1' 0 26 28 31' 34 23'-r E 31 32 35 39 9.5 31-0' A 18'S" E 29 30 34 37 176' D 20 28 31 34 23,7 E 31 31 35 38 18'4' 1 10 7-10" A 17'-11' E 29 30 33 37 17-31 'D 28 27 30 34 275" E 32 32 35 38 11 7-r A Ir -1° E 30 30 33 37. 11'-T D 26 27 30 33 2Y-1' E 32 32 - 34 38 12 2'4° A 1SS' E 30 _ _ 30 . 33 38 10'-11' D 26 27 30 33 21'S' E 33 33 34 38 60 4 3'-0' i A ! 18'4" " E 22 90 34 37' : fY-1 D' D 19 ' 28 31 34' 23'-1' E 21' 31 35 . 38 \74• ` 4.5 76� A� 1T6" E 22 30 33 37 9'. D 20 27 90 33 , 71'-2" E 24 31 34 38. S 5 76' "7-r A ISS° E 23 90 33 36 11'-2' D 20 27 ' � 30 33 21'6' E 25 31 34 38 17 5.5 .5.5' e' ' 6.5' A ' 15'-10• E 23 29 32 36 176• 0 20 26 29 32 20'6" E 25 31 34 37 9.5 17 6" 2;V A 15'-2". E 23 29 32 35 8-11' E 20 26 29 32 27-2"F 11.5' 26 30 34 37 �. X6.5 • 1'-10• A 14'-r E 24 29 32 35 9'-5" E 21 26 "28 31 '19'6' F 26 30 33 37 11' y 1'4' A 14'-1° E 24 . 28 31 35 91-0' E 21 25 28 31 IIr_r F 27 30 33 37 1S 7.5 1'-7" A 13'-r E 24 28 31 34 . 8'-7° E 21 25 28 31 18'-9• F 27 30 33 36 8 1 1'6' 1 A 1 13'-2* E 1 25 28 31 1 34 11. V-2" I E 1 21 1 25 1 27 1 30 11 18'4' 1 F 27 1 30 ' 33 1 38 OVER- HANG TABLE 2.6 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES 8' B' 17 11' 17 13' 14' 75• 1S 17' 18' - t7 27 21' 27 \74• ` 4.5' 5' S.5' 6' 6.5' T 7.5' 8' 8.5' . 9'. 9.5' 17 10.5' 11' 1"� 4.S S 5.5 S 6.S T 7.5' S 8.S 9' 9.7' 17 10.5' 11' 11.5' Y`- :�S` 5.5' S 6.5' T 7.6- S 8.5' 7 9.S 17 10.5 11' 11.5' 17 3' .5.5' e' ' 6.5' 7' 7.5' 8' 8.5' 9' 9.5 17 10.5' 11' 11.6' 12" 126' 4' 5• S 6.5' 6:5, T 7'�S 7.5' 8' e' 8.S 8.5' 7 91' 9.5 9.5 17 17 10.5 10.5' 11' 11' 11.5' 11.5 17 17 I2S 125' 13' 13' 13.5 S T 7.S 8:\ 8.5' '9' 9.5' 10' 10.5' 11' 11.5' 17 12.5 13' 13,5' 14' T 7,5' 8' 8.6' `` 9' 9.S • 17 10.5' 11' '11.5 17 17 S' 13' 13.5' 14' 14.5- 8. S 8.51 7 8.517 10.5 11' 11.5' 17 125' 13' 13.5 14' 14.5' 1S' 7 8.5' 91. 9.S 10, `.10:5 11' 11.5' 12' 12.5' 13' 13.5 14' 14.6' 1S 15.5' 10. 1 7 9.51 17 10.5' 11' `1 I.S 1Y 125' 13' 13.6' 14' 14.5 1S 15.5' iS wIor0al v.vo[ MXmuaeO - I TzI to 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE S. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN 0.041"x3'k3" Steel Clover 12' . D L CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 0.041"x3"x3" Steel Clover 8' E 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 2.8 0.188'xT' KW Steel Square 15' F (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING 0.188'k4'k4" Steel S are 18 G Amerimax Building Products USE 20PSF MIN) TO WALL FROM TABLE 7.6 0.188"x5"x5" Steel Square ' 18' H 6208 Tennyson Parkway 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.9 THAT HAS 10. USE THE APPROPRIATE DETAILS Plano, Texas n Par ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN S. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.6 OR SLAB T. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO202 PAGE 2 OF 2 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING G. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE SLAB 9. POST'N MAY BE USED FOR ALL ATTACHED UNITS ON SLAB POST SPACING. .mvp A' r-"' k:, SLAB 10. FOLLOW 9 AND 10 FROM ABOVE 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. for r Structures imum I Max I POST I ie 1 c * EXR 6130/ V br 18' 1 H 45, CIVIC. grFOF CR0\ Carl Putnam, P.E. 3441 Ivylink Lynchburg, VA Place4503 �� Zoo (434)384-2514 ea rlDutnam0comea slLnet 7/8/2007 Page 6 of 9. LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS 'IN HIGH WIND:AREA: 0,042'W'X8". Box Beam Detail:U ;c,` Double 0.042"x3"XS't-Box'Beam.. Detail L12 Double 0.032'X2'X6-625" Box Beam. Detail L12) 0:042X3"x87 Box Beam: Detail L1 . , Double 0.042'X3 x8 BozBeam :Detail L12 Doutile 0.032"x2"X6.625' Box Beam.(Det ei L12) CABLE 3.1 Attached - Freestanding: or . ' � ;-'Attached Freestanding ori . •Attached - Ereestandirigpr ?' ' ' TABLE 3.1 " _ • Attach'ed:- Freestanding or "Attached . Fieestanding:or ', - •Attached Freestanding or, . Sfnicture : Mullls a:n unts .l:StRlCtUrO' Multis an'Unds - ; :;Structure'` Mullis amUnils 't Structure'`, Mullis an Units �';Structur6 IMulbs an (Jnts Structure:. Mulfis ar%Unt3 GROUND TRIG MAX L MAX POST LENGTH ` : MAX - < MAT( POST LENGTH ; 'MAX MAX,POST LENGTH .. GROUND TRIB - 'MAX POST MAX ' MAX POST LENGTH ':: MAX `'MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST MIN FOOTER e' .I 101 I 17:POST MIN FOOTER 8 .I. iww:I,17: POST MIN FOOTER 8'. I 10' I :1Y . :;SNOW WIDTH POST REO'D :POST MIN FOOT_ B''.I 101 .I'^.1Y POST .MIN FOO e' 'I.79' 117 :POST'. MIN -oOTE 8"LOADSFT) SPACING POST SIZE CONSTRAINED FOOT SPACIN ,POST SIZE'CONSTRAINED FOOTS SPACING POST '••SIZE. CONSTRAINED FOO TE LOAD (FT) SPACIN .FOR SPACIN POST ',SD:E' CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE'CONSTRAINED FOO(PSF) ON SLABTYPE "d '4' •d' "C. (FT)' TYPE - 'C' d � 'd' . '4' (FT) TYPE - '� S 'C 'd (PSF) ON SLABSLAB (FT) TYPE `5r '4' ^d 'T - (FT) 'TYPE 'd" •d' `4'{F7)TYPE ''d" 'T'C'S(FT).(in) (in)'. .in .(int' (in.'.in ";(in):.'in) :-('up... in)..(inl'(in (FT)' lin,(in fin . 1(35 MPHEXPOSUREC .. .;.... - '. 120 MPH FxVosuRF C. 1 (in) (n (in) in) ' ' in (in) (H) . ' (in) (m) 10 4 17'-11' A 17-3' A 21 30 31 33� : 191 3.' 'B .25 x`33 .. 35 : 37 1Y-11' A 22 29 31 32 LIVE E 4 15'-1' A 11'-- A 21 29 31 32 18'-2" B 25 33 '.. '35 36 11'-11" A 22 29.' 30 32 10'4" 5 13'-7- A 10'4" A 22 28 30 31. 1T3" B 25 32 34 36 11'4` A - 22 28 30 31 A 5.5 12'-4' A W.7' A 22 28 29 31 16'•7 B 26 32 34 35. 10'3" A 22 28 . 29 31 22 6 11'-4' A- 8'-11" A 22 27 29 30 15-Y 8' 26' 31 33. 35 9'A' A '22 27 ': 29 30 28 6.5 101-5" A 8'S" - . A 22 27 29 30 14'4" B 26 31 33 34 9,'-1" A 22 27 28 30 29 7 9-8" A 7'-11' A 22 27- 28. 29. '.13'-7" .. .'-B . 26 30 •32 34 .8'-7' A .23 - 26 28 29. 30 7.5 9'-1" A T -S A 22 26 .28 29 12'-1/-. 8 27 30 32 '-33 8'-1" 'A - 23 26 28 29 12'4" a 8'-&, . A 7"-1" A 22 26 27 29 '-.1Y-0' B • 27 30 31 33 ,. 7'6' A 23 28 27 29 B 9.5 8'-11" A 6'-9' A 22 26 27 28 149' B• '27 29 31 .12.. 7'-0' A 23' 26 27 - 28 28 -9 T-6" A 6'S• A 22 25 '27 28 11`7 B 27 -'29 31: 32 7'-0- A 23 25 27 ' 28 29 9.5 7'-2" A 6-1' A 22 25 26 28 10'-10'..8' 10 6'-9" A 27 ' 29. 30 32. 6'-9• A 23 ' 25 2828 ". 31 - 10 9.9" A 5-10 A ' 22 25 26' 27 10'S- _ B 27 28 30 31 6'S"- A 23 25 26 27 32' 11 . 6'-2" A 5'4" A 23 24 26 27 96' B- . 27 28 30 31 5.11- .'A 23 24 26 27 5'6' 12 51-8" A S-0' A 23 24 25 '26 91-0" 8 28 28 29 30 5'6' A 23 .'24 25 26 A 13 S'-2' ' A 4'-T A 23 23 25 26 81S" B 28. 28 29 30 5'-2' 'A 23 23 25 26 24 14 4'-10" A 4'-0" A 23 23 24 .25 T-11" 8 28 28 28 29. 4'-/0 B 24 24 24 25 24 75 4'6" A 4'-1" A 23 23 24. 25 "7'6"" B - 28 28' 2B 28 4'-7' B 24 24 24 ZS 10 4 17"-0" A 12'3' A 22 30 32 34 193' B 25 34 36 38 .' 17-11'•a �A 22 30, 32 33 LIVE 4.5 15-1" A IV -2" A 22 30 31 33 18'-2" B 26 33 35 37 11'-11 A`- 24 29 31 33 20 5 13'-7` A 10'4" A 22 29 31 32 IT -3- B 26. 33 35 37- 11'-0'A- A i22 23� 30 31 32 .6'-9" - 5.5 12'4" A 9'-T A 22 29 30 32 • B 27 32 34.. 38 101.3" A `23 .29 30 31 - 6 11'4" A B'-11' A 22 28 30 31 .16'-Y 15-2' B 27 32 34 35 9'6' A 23`�' ,28 28 30 31 24 8.5 1015" A e•_5' A 23 28 29 31 � 14'4"' B 27 32 33 - 35 - 9'-1' A � 23 ,27�,T9 30 30 ' 8'-10 • 7 96" A 7"-11" A 23 27 29 30 13'-7' B 27 31 33 34 9'-7' A 23 27N 29 30 26 7.5 9-1" A 7'_5` A 23 27. 28 30 12'-11": B 27 31 33 34 .. 8'-1' A . 23 :27 �28,., 31 20 8 8'6" A T-1" A 23 26 - 28 . 29 12'4" B 28 30 32 ' 34 7'-0' A 24 2B - •. 28 X30. 29 4'-0' . A.5 A 616" A 23 26 28 29 W.9" B 28 30 32 . 33 - 7'-0" A 24 26 28 `129�1 4'-2` 9 7'6" A 6'5" A 23 26 27 29 11'3" B - 28 ,' 30 31 33 7.4- ' 'A 24 26 27 • 29, 9.5 T-2" A 6'-1' A 23 26 .27 28 10'-10 B 28 29 31 33 6'6' A 24 26 27 28, 25 10 6'-9" A 5'-10" A 23 25 27 28 101-5" B 28' 29 31 - 32 W -S" A 24 25 27 28 21 11 9-2" - A 5'4` A 23 25 26 27 916" B 28 29 30 32' T-11' A 24 25 26 27 3'-8" 12 16' A 5'-0" A 23 24 26 27 9-0• 8 28 28 30 31 5'6' A 24 24 26 27' 28 - 13 5'-Y A 4'-T A 23 24 25 26 8'S" B 29 29 29 31 5'-7 A 24 24' 25' 26 14 4'-10" A 4'4" A .23 23 25 26 7'-11" ' ' B 29 29 29 30 4'-10' B 24 24 25 26 15 4'6' A 4'-1" A 2J 23 24 26 TS" B 28 29 29 30'. 4'-7' B 24 24 . 25 26 f 120 MPH EXPOSURE C f b' 10 4 1T-0" . A 11'-3" A 22 31 33 34 18'-0" B 26 35 37 38 17-7"A 35 ,J 23 31 33 34 LIVE 4.5 15-1' A 10'_51 A 23 30 32 34 1T-0" a 27- 34 36 38' 11-41- A 24 31 32/ 34 20 5 13'.7 ' A 9' S` A 23 30 32 33 .19-1" B' 27 34 36 38 1114` A - 24 30 'f 32 33 .6'-9" - 5.5 174" A 9'-Y - A 23 29 31 33 15'-4" B 28 33 35 37 10'3^ A 24 30; X31 33 - 6 11'-0" A 8'6• A ' 24 29 31 32 14'-8' B 28 33 35 37 9'-81 A 24 /29 31 32 24 6.5 10'_5" A 1'-2" A 24 29 30 32 14'-1" B 28 33 35 36 9'-1' A 25/ �29 30 32 8'-10 • 7 931 A 7'.9" A 24 28 30 ' 31 13'-7" B 29 32 34 38 e'-7' A 25/ 28 30 31 26 7.5 9'-1" A TS" A 24 28 30 31 42'-11- B 29 32 34 ' 36 8'-1' A 25 T8 . 30 31 20 8 B'6" A T-1' A 24 28 29 31 174^ B 29 32 34 35 T6' A" 25 28 29 31 4'-0' . 8.5 e'-0^ A 6'6" A 24 27 29 30 11'-0" B 29 31 33 35 7'4` A 25 ' 27' 29 30 4'-2` 9 T6' A 6'S" A 24 27 29 30 11'3-. B 29 31 33 34 7'61 A 25 27 28 30 9.5 7"-21 A 9-1" A 24 27 28 29 10'-10 B 30 31 32 34 6'-9' A 25 27 28 29 25 10 I.e. A F-10' A 25 26 28 29 101-5" B 30 30 32 34 6'S" A 25 26 28 28 21 11 9-2" A S'4- A 25 ' 26 27 29 9'-0" 8 30 30 32 33 51-11" A 25 26 27 29 3'-8" 12 T-8- A 6'-0" A 25 25 27 28 9-0" B 30 30 31 32 5161 A 26 26 27 28 28 - 1.3 5'-7 A 4'-7" A '25 25 26 28 8'S" B 30 30 31 32 5'-21 A 26 26 26 28 14 4'-10 A 4'-0' A 25 25 26 27 T-11" B 30 30 . 30 314'-10' B .26 26 26 27 15 4'S' A 4•-1' A 25 25 25 27 7'6 B 30 30 30 31 4'-71 B 28 28 28 - 27 20 4 ' 8'-11" A* 71S" A 20- 28 - 30 - 31 17-10 _ B 23 -32 34 35 ,J 9'-1" A `,20 - 28 29 • 31 LIVE 4.5 TAA A 6'6' A 20 27 29 30 111-0' B 24 31 33 35. T4' A 20 27 29 - 30 5 7'-1' A - 6'-1' A 20 27 28 W 101-10 B 24 .31 33 34 .6'-9" - A . 20 77 28 30 5.5 I.S. -A 5.6"... A 20 28' 28 29 UFA.* B 24 30. 32 33 6'.3" A. .'21 26 28 29 6 '5'-11" A ; 5'3' A '20 26 - 27 28 9S" - 8 24 30 31 - 33 V-8- A. 21 26 27' 28 6.5 5'4" A 8-10:. A 20 25 27 28 8'-10 • . B 24 29 31 32 5'S" A 21 25 27 28 7 - 5'-1'- A W-6 A . 20 +2S 26 27 '8.4' B 24 29 30 32 5'-1"- "B 21 25 26 - 28 7:5 P-9' -. A 4'' ik . A 20 24 26 27 T-107 B -25 28 - 30 31 .'4'-9' B 21 25 26 - 27 e 4'-5• A 4'-0' . ' A 20 ': 24 25 27 : T_5' - :B i ' ' 25 28 ' 30' ` 31 '.!4 'S' 21 24 268.5 27 8.5 4'-2` A 3'-10 A 20 24 25 28 'T-1- `e 25 28 .29: 31 .'4'-3" B 21 24 25 26 9: J'-11' A 3'-7' A 20 23 2526' 27 6'A' �B 25 27 '29 30'4'-1' 4'-1' B' 21 24 25 29.5 9.5 3'-9" A' 3'S" A 2024 24 25 .26 -951 Ct25 26 27 29. 30 j...8 3'-10"a 'B 21 23 25 26 10 3W A 3'3" A 20 - . 23 24 25 .'8-Y _C_ - 25 - 27 28 30 3'-8" B 21 23 24 25 ' 11 ' 3'-Y A 3'-0' A 20 22 24 25 56' ` ..C 25 ' 26 28 - 29 ' . T-6" B 21 23 24 25 20 4 'iMV A .7'S' A 21 28 31 32 '17-10' B 25 33 JS 37 B'-1` A 21 26 29 31 LIVE 4.5 7'-11' A 6'S` A .21 28 30, X11/ 111-0' B 25. 33 35 38 7r"4' A 21 27 29 30 5 7'-1" A 6'-1" A 21 28 ,,29 31 10'-10 B 25 32 34 3S 61-0- A 22 27 28 30 5.5 I.S. A 516" A 21 27 29 30 10'-1- B 25 31 33 35 6'J' A 22 26' 28 29 6 5'-11.' A 5'S' A 2 27- 28 30 . 9-S B 26 31 ' 33 34 5'-9' • A 22 26 27 28 6.5 51S" A 4'-10' A 21 �: 26 28 29 8'-10 B 26 30 32 34 5'_5' A . 22. 25 27 28 7 5'-1" A 4'S" A� /21 26 27 29. 94' B 2e 30 32 33 5'-1' B 22- 25 26 28 7,5 4'6" A 4'3' -A/ 21 25 27 28' T-10 B 26 30 31 33 4' 6' B 22 25 26 27 8 4'S' A 4'-0- rA 21 25 26 28 T_5' B 26 29 31 32 4'6" B 22 24 26 27 8.5 4'-Y A .3-10'� A 21 25 26 27 7'-1` . B 26 29 30 32 4'-T B 22 24 25 28 9 9'-11' Af 13T A' 21 24 28 27 8'6' B 28 . ` 29 30 31 4'-1' B 22 24 9.5 T-9' -"A% T-5- A 21 24 25 27 T' 6" O 26 28 30 31 3'-10 'B 22 27 25 28 10 3'S•." � 3'3' A 21 24' 25 - 26 9-7 C 26 28 29 31 11 3'-21 A Y-0- A 21 23 25 • 26 .'-5'6" C... 26 27 29 30 3'S' B 22 23 21 25 BUTTE COUNTY 7 ,Pagee66 oof7 f 9 BUILDIW DIVISION APPROVED LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS IN HIGHIVIND AREA! .• •(Data 1T-0" A 0.042"x3'XS" Box Beam Detail L1 '. Double.0.042"x3"z8" Box Beam_ Detail L12 Double0.032"xTX6.625" Box Beam' il L7 Attached- Feeestanding.Or L12) 10 4 1T-0" A TABLE 3.1 A Attached- Feeestanding.Or estanding or i. .' "Attached - Fre landing 61 - ` .,' Aff.,r 33 35 ` Structure Muftis an Units :,StrucWre l' Mu16s ar Unitsr.` Stis an Unila `..' GROUND TRIB MAX ' POST MAXIMINFOOTER MAX POST. LENGTH' MAX' •. 'MAXPOSTLENGTH-, MAX'AX POST LENGTH SNOW WIDTH POST REO'D POST 8' I 10 I 17 : POST MIN . FOOTER ' 8' I 10 lI 12' . POST .MI , I 10 I 17LOAD (FT) SPACING FOR SPACIN CONSTRAINED FOOTS SPACIN POST &2E CONSTRAINED FOOTESPACING POSSTRAINED FOOTE(PSF) ON SLAB SLAB (Flj "d'""-d' (FT)' TYPE •Q' 'Q• ^d"._ "d'. . (FT) TYP''d "d'(FT) 23 31 In) (In -- n). '(M) 'in) N) ., in). ) in) •'Pn). 10 4 1T-0" A 10'-1" A 23 31 33 35 ` 16-T `A ' 27. . 38 38 39 '11'-T A 24 32 .34 35 LIVE 4.6 15'-1" A 9'4" A 23 31 33 34 15-T B 27 35 , 37 39' 10'-11, A 24 31 33 35 5 13'-7' A 8'S' A 23 30 32 34 14'3' 8 -28 35 37 •38 10'3" A ' 25 31 33 34 5.5 174' A- e'-2" A 24 30 32 33 .14--i- B 28 34 36 38 9151" - A 25 30 32 33 6 114' A TS" A 24 29 31 32 13'51 B ' 29 34 38 37 8'-11' A 25' 30 31 33 6.5 105' A T-3" A 24 29 31 32 "12-11' B 29 X33 35 37 8'-0' A 25 29 31 32-� 7 95' A 6'-10" A 24 29 30 .32'.- 175' B 70 33� 95 37- T-71' A 25 29 - 31 J2 ' 7.5' 9-1' A OS" A 24 28 - 30 31 12'-1' 8 30 33 �3S 36 ' 751" A 25 28 30 31 8 8'51' A 5J' A 25 28 29 31 11'51' B 30 33 34� 38 7'-1' A 28 28, 30 31 8.5 8'-0' A 5-11" A 25 28 29 30 11'-4' B 31 32 ' 34 * 36 - 651" A 26 28.' 29 31 9 TS' A 5.1. A 25 27 29 30 '10-11" B . 31 32 ,34 30, 651' A 26. 27 29 30, 9.5 T-2" A SS" A 25 27 29 30 105' a ' 31 32. 34 35 6°-2' A.. ' 26 • 27 29 30. ' 10 , e'-9" A 5'51" A 25 27 28 30 10'-1' B 31 31 33 35 5-10" A 26 27 28. '30 11 V-2' A 4'-10" A 25 26 28 29 94' B 31 31 33 , 34 5'51"� A 26 26 28 29 12 55- A 4'51 A 26 26 27 28' 8'51" - B 31 31. 32 34 5'-0" 'a A 26 26 ' 27 29 13 5'-2' A' 4'-2" A 25 - 25 27 28 8'-2" ' B 32 32 32 33 4'51' AN 26 28 27 _ 28 20 4 8'-11' A TS' A 18 26 28 29 17-10" B 21 30 32 33 8'-1" A 18 \ 26 28 29 LIVE 4.5 7'-11" A SS" A 18 26 27 28 11.51" B 22 29 31 32 7'4" A 18 125 27 28 5 T-1- A 5-1' A 18 25'. 26 28. .10-10 B 22 29 30 32 6'S" A 19 25� 26 28 5.5 6'51 A 55" A - 18 - 24 26 27 _ 10-1" B 22 ' 28 30 31 6'J" A 19 24 � 26 27 6 5'-11" A SJ" A 18 24 25 27 9'S B 22 28 29 31 5'51" A 19 24 25 2 27 6.5 SS A 4'-10' A 18 24 25 25 9-10" B 22 27 29 30 5'S" A 19 24 25 X26,,; 7 5'-1" A 4'51" A 18 23 23 26 8'4" B 22 27 28 30 5'-1" 8 19 23 25628 26 TS 4'-9" A 4'-3" A 18 23 24 25 7-10" B 22- 27 28 29 4'9" B 18 23 24l 25 8 4.5" A 4'-0' A 18 27 24 25 TS B 23 26 28 28 451" 8 18 27 i2/ 25 8.5 4'•2' A 7_10' A 18 22 '23 25 T-1" 8 23 2B 27 29 4'a" 8 19 22� .24 25 9 3'-11' , A 3'-T A 18 22 23 24- SS' B 23 26 27 28 4'-1' B 19 "22 23 24 9.5 T -V A T-5* A 18 22 23 24 SS" C 23 25 27 28 3'-10' 6 1 B � X22 23 24 ' 10 3'6. A T-3" A 18 21 23 24 9-2' C 23 25 26 28 . 3'S' B �18' 22 23 24 11 3'-2" A ' Y-0" A 19 21 22 23 . SS" C 23 24 28 27 3'S" B., !19 21 22 23 20 4 8'-11' A 7'51" A . 18 27 28 30- 12'-I(r - B 22 31 32 34' 8'-1' : A 19.. 27 - 28 30 LIVE 4.5 7'-11" A 6'51" A 18 26 28 29 1115' a 22 30 32 33 '7'4" A 19 26 28 29 S. T-1" A 5-1" A 18 28 27 28 10-10 B 23 29 31 33 V-9' A. 19 26 27 28 5.5 6'51" A T-8" - A 19 25 26 28 10'-1' B 23 29 31 f X32 614- A 19 25 26 28 6 5-11' A V-3" A 19 25 26 27 I.S. B 23 28. e30 31 V-9- A 19 25 28 27 6.5 SS A 4'-10" A- 19 24 26 27 9-10" 8 23 28 30 31 5'S" A 20 24 26 27 7 5'-1" A 451" A 19 24 25 26 6'4" B 23 28 29 30 5'-1" 8 20 24 25 26 7.5 4'3' A 4.51" A 19 23 25 26 7'-10" B 23 27 - 29 30 451" B 20 23 25 26 8 4'51 A 4'-0" A 19 23 24 25 TS" 8. 23 27 26 30 4'51^ B 20 2] 24 28 8.5 4'-2' A T-10" A 19 23 24 25 ' 7'-1" B 23 26 28 29 451" B 20 23 24 . 25 9 Y-11" A 3'-T A 19 22 24 25 9-9' B 23 26 28 29 4'-1' 8 20 23 24 25 9.5 3'S" ' A T -V A 19 22 23 24 6'51 C 23 26 27 29 T-10" B 20 22 24 25 10 351' A T-3" A ' 19 -22 23 24 6-2" C 24 26 27 28 T-8* 8 20 22 23 24 1'1 3'"2' A T-0' A 19 21 23 24 ' 5'51" C 24 25 26 28 31-- B 20 22 23 24 12 7-11" A 7-9"' . A 19 21 22 23 V-3- C 24 25 Z8 27 T-1" 8 20 - 21 22 23 11C1�C1{MLInIJ IRVb IIVIYJ !'VR 1l1CJG IMOLGJ 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) 4. CHOOSE A RAFTER'FROM TABLES 1.1 TO 1.9 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 S. CHOOSE A HEADER FROM TABLE 3.1 THAT HAS ADEQUATE ' POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.1 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOWS AND 10 FROM ABOVE 2) 0.042"x3"x8'' Box Beam Detail L1 Double 0.042"x3"x8" Box Beam Detail L12 Double 0.032'X2"x6.625" Box Beam Detail TABLE 3.1 .'. Attached-, FreestandUing or ' Attached F.reestanding'or. ;•_ ;..Attached;'. Freestaridingor StFucture MulSs an nits Stricture Mu1Gs, an l)nits:. 'Structure IMAspan Units GROUND ' TRIB MAX ' POST .MAX ; - ' .- :MAX POST LENGTH MAX' , ' MAX POST LENGTH MAx MAX POST LENGTH .10 12 POST. MIN FOOTS Ir 10 17 POST MIN Foo B. 10' 17 SNOW WIDTH POST RE. -T. POST MIN FOOTS B' I. I I I I" -LOAD' (FT) SPACIN FOR SPACIN POST .SIZE .CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTE SPACIN POST SIZE ' CONSTRAIN ED' FOO . (PSF) ON SLAB SLAB - (FT) TYPE ''r .'d• "d" "d" (FT)'; TYPE •'C,' ..;d'• :. 'd'., "d" (FT) TYPE 'd' "d "d' FT (in)'.- '(in) . in) (In) T.). din.. . (in) (in)(n) (Irl lin ' h 40 4' - `'4`51' A' 4'-1O" B 16.' 24 ' 25 27 8'9" -.0 '. 19' 28 30 ;31" S'4" B 17 24.26 27 4.5 4'4" A 4'4' B 16 23 25 26 7--11". C 20 27 29 30 4'-101' B 17 24 25 26 5 T -T A T-11" B 18 23 24 25 TJ",,, �,C�. X20 T27- -28" ', 28� 4'-5" B 17 23 24 25 5.5 3'-3' A 3'-T B 16 22 24 ,: 25. 6'51" C .20� L28 28 '29 4'-1" B 17 23 24 25 6 Y-0" A 3'4" B 18 22 .231 24 5.1' C 20 26 27 28 '- ' T -T 8 17 22 23 24 6.5 73' A X-1" B 16 22 F 23 - 24 . 's. -Io. C 20 25 27 28 3'6' B 17 22 23 , - 24 7 7-7' A .7-10" B 16 21 122 23 515` C 20 25' 26 ' 27 3U' 8 17 21 23 24 7.5 75" 'A 2'-e' 8 16 -"21 22 23 51-1" C 20 24 '26 Q7 3'-1' B 17 21 Z2 23 8 ' 75" " A 2'51' B 16 121 22 23 ' 4'-10' C ' 20 ' 24 25 27 2-10"' 8 1 17 21 22 23 8.5 2'-1" A 2'•4' 8 -18 ' 20 21 22 4'-T C 20 24 25 26 2'51' . B 17 20 22 23 - e ', 211" A 2'J' B-/ i 16 20 21 ' 22 4'4' C .20 23 25 26 2'-T 8 . 17 20 21 22 9.5 .1'-11' -A 2'-1' �B.: 18 . -20 21 22 .4'-1". C 20 .23 24 .28 _ 2'-5' . .B 17. • 20 21 _ 22 60 4 3'-0" A (3'4' • ' 814 22 23' , 24 95"' C 17 26 27 20. 3'51" B , 15 - 22 23 25 .4.5 2`S" A 3'-0' B 14 • 21. 23 24 '. 5'51' C 18 25 27 28 3'5"' B 15. 22 . 23 - 24 5 75" -A i 7.8- 8 14 21 22 23 SQ" . C 1 s25 26 27. 3'-1" B 15 21 22 23 5.5 7-2-f i A 751 B 14 20 22 23 4'-9" C 18 24 25 27 '.7-I (r 8 15 .21. 22 23 6 ! i -V A 2'51' B 14 20 21 22 4'51' C 18 24 25 26 74" B 15 20 21 22' 6.5� 1'-10' A 7-1' B 14 20 21 72 4'-1" C 18 23 24 26 2'S' B 15 20 21 22 7' 113' A 1'-11- ' B 14 19 20 21 T-10' C 19 23 24 25 71" B 15 19 21 22. -7.5 1'-T A 1'-10' B 14 19 20 21 T -T C 18 22 24 25 T-1' 8 15 18 20 21 8 1'51 A 151' B 14 19 20 21 3'4' C i6 22 23 24 7-0' B- 15 19 20 21 OVER-' . TABLE 3.2 TRIBUTARY WIDTHS -FOR SINGLE SPAN ATTACHED STRUCTURES HANG pROJECTION'OF SINGLE SPAN STUCTURES R _ 9 9' 10 11' 17 1T 14' 15' 16' 17' 18' 19' 20 21' 27 (r i. .`4' 4.5' S' 5.5' S 6.5 T 7.5' B. "B.S 9 9.5' 10 10.5 11' 1. 4.51 S 5,5' S 6.S T 7.5 B' 8.5 9 9.5 10 ' 10.51 11' 11.5 7 S `5.5' 9' as' ' T 7.51 9 B.5' 9 9.5' 19 10,S11' 11.1 17 3' 5.5 B' 6.5' T 7'6 1. 8.51 9' 9.5' 1910.51 11' 11.5. 17 12.5' 4' 9 6.5�T 7.51 9 8.51 9 %5' IV. 10.51 11' 11.5 17 12.5 13' S 6.51 T 7.5 6' 8.5 9 9.5' 10 10.5' 11' 11.5' 17 1251 13' 13.5 5 T 7.5' 8'`B. 9 %T 10' 10. 11' 11. 17 12S 13' ' 13. 14' T 7.5' 8' 6.5'`.8S 9.5 10 5 5 5 10.5' 11' Its' 17 . 125' 13' 13.5 14' ' 14.5 8' 9 8.51 9 9.5 ` 19 10.5' 11' 11.517 12.5' 13' 13.5 14' 14.5' 15' 9 8.5' 9 9.5' 19 10.5'i11' 11.5 17 125, 13' 13.5' 14' 14.5 151 15.5 10 9 9.5'I& 10.5 11' `1T.T 17 125' 13' 13.5 14' 14.5 15' 15.5 16' `TABLE 3.4 Post Requirements for Muftis an.and Free anding Structures �•' Q� Post_ Description Maximum Max MG q FootingHei 0.043"x3"x3"Steel Clover d.= 23" 12'0.043Wx 6" Steel Clover d=23" .8' rn Steel S quare d = 3T' 15' 8.39 zSteel'S uare d = 44" 18' '0.188'X5"x5" Steel S uare d=49" 18' 1 ®FS1T�r� ClVI1. �P Amerimax By Products Carl Putnam, P. E -OF CAUF 5208 Tennyson Parkway 3441Ivylink Place Plano, Texas 75024 Lynchburg, VA 24503 (434) 38.42514 4�� carioutnamCaDeomcastnet A ` 007 4 /of9 40 4' - `'4`51' A' 4'-1O" B 16.' 24 ' 25 27 8'9" -.0 '. 19' 28 30 ;31" S'4" B 17 24.26 27 4.5 4'4" A 4'4' B 16 23 25 26 7--11". C 20 27 29 30 4'-101' B 17 24 25 26 5 T -T A T-11" B 18 23 24 25 TJ",,, �,C�. X20 T27- -28" ', 28� 4'-5" B 17 23 24 25 5.5 3'-3' A 3'-T B 16 22 24 ,: 25. 6'51" C .20� L28 28 '29 4'-1" B 17 23 24 25 6 Y-0" A 3'4" B 18 22 .231 24 5.1' C 20 26 27 28 '- ' T -T 8 17 22 23 24 6.5 73' A X-1" B 16 22 F 23 - 24 . 's. -Io. C 20 25 27 28 3'6' B 17 22 23 , - 24 7 7-7' A .7-10" B 16 21 122 23 515` C 20 25' 26 ' 27 3U' 8 17 21 23 24 7.5 75" 'A 2'-e' 8 16 -"21 22 23 51-1" C 20 24 '26 Q7 3'-1' B 17 21 Z2 23 8 ' 75" " A 2'51' B 16 121 22 23 ' 4'-10' C ' 20 ' 24 25 27 2-10"' 8 1 17 21 22 23 8.5 2'-1" A 2'•4' 8 -18 ' 20 21 22 4'-T C 20 24 25 26 2'51' . B 17 20 22 23 - e ', 211" A 2'J' B-/ i 16 20 21 ' 22 4'4' C .20 23 25 26 2'-T 8 . 17 20 21 22 9.5 .1'-11' -A 2'-1' �B.: 18 . -20 21 22 .4'-1". C 20 .23 24 .28 _ 2'-5' . .B 17. • 20 21 _ 22 60 4 3'-0" A (3'4' • ' 814 22 23' , 24 95"' C 17 26 27 20. 3'51" B , 15 - 22 23 25 .4.5 2`S" A 3'-0' B 14 • 21. 23 24 '. 5'51' C 18 25 27 28 3'5"' B 15. 22 . 23 - 24 5 75" -A i 7.8- 8 14 21 22 23 SQ" . C 1 s25 26 27. 3'-1" B 15 21 22 23 5.5 7-2-f i A 751 B 14 20 22 23 4'-9" C 18 24 25 27 '.7-I (r 8 15 .21. 22 23 6 ! i -V A 2'51' B 14 20 21 22 4'51' C 18 24 25 26 74" B 15 20 21 22' 6.5� 1'-10' A 7-1' B 14 20 21 72 4'-1" C 18 23 24 26 2'S' B 15 20 21 22 7' 113' A 1'-11- ' B 14 19 20 21 T-10' C 19 23 24 25 71" B 15 19 21 22. -7.5 1'-T A 1'-10' B 14 19 20 21 T -T C 18 22 24 25 T-1' 8 15 18 20 21 8 1'51 A 151' B 14 19 20 21 3'4' C i6 22 23 24 7-0' B- 15 19 20 21 OVER-' . TABLE 3.2 TRIBUTARY WIDTHS -FOR SINGLE SPAN ATTACHED STRUCTURES HANG pROJECTION'OF SINGLE SPAN STUCTURES R _ 9 9' 10 11' 17 1T 14' 15' 16' 17' 18' 19' 20 21' 27 (r i. .`4' 4.5' S' 5.5' S 6.5 T 7.5' B. "B.S 9 9.5' 10 10.5 11' 1. 4.51 S 5,5' S 6.S T 7.5 B' 8.5 9 9.5 10 ' 10.51 11' 11.5 7 S `5.5' 9' as' ' T 7.51 9 B.5' 9 9.5' 19 10,S11' 11.1 17 3' 5.5 B' 6.5' T 7'6 1. 8.51 9' 9.5' 1910.51 11' 11.5. 17 12.5' 4' 9 6.5�T 7.51 9 8.51 9 %5' IV. 10.51 11' 11.5 17 12.5 13' S 6.51 T 7.5 6' 8.5 9 9.5' 10 10.5' 11' 11.5' 17 1251 13' 13.5 5 T 7.5' 8'`B. 9 %T 10' 10. 11' 11. 17 12S 13' ' 13. 14' T 7.5' 8' 6.5'`.8S 9.5 10 5 5 5 10.5' 11' Its' 17 . 125' 13' 13.5 14' ' 14.5 8' 9 8.51 9 9.5 ` 19 10.5' 11' 11.517 12.5' 13' 13.5 14' 14.5' 15' 9 8.5' 9 9.5' 19 10.5'i11' 11.5 17 125, 13' 13.5' 14' 14.5 151 15.5 10 9 9.5'I& 10.5 11' `1T.T 17 125' 13' 13.5 14' 14.5 15' 15.5 16' `TABLE 3.4 Post Requirements for Muftis an.and Free anding Structures �•' Q� Post_ Description Maximum Max MG q FootingHei 0.043"x3"x3"Steel Clover d.= 23" 12'0.043Wx 6" Steel Clover d=23" .8' rn Steel S quare d = 3T' 15' 8.39 zSteel'S uare d = 44" 18' '0.188'X5"x5" Steel S uare d=49" 18' 1 ®FS1T�r� ClVI1. �P Amerimax By Products Carl Putnam, P. E -OF CAUF 5208 Tennyson Parkway 3441Ivylink Place Plano, Texas 75024 Lynchburg, VA 24503 (434) 38.42514 4�� carioutnamCaDeomcastnet A ` 007 4 /of9 60 4 3'-0" A (3'4' • ' 814 22 23' , 24 95"' C 17 26 27 20. 3'51" B , 15 - 22 23 25 .4.5 2`S" A 3'-0' B 14 • 21. 23 24 '. 5'51' C 18 25 27 28 3'5"' B 15. 22 . 23 - 24 5 75" -A i 7.8- 8 14 21 22 23 SQ" . C 1 s25 26 27. 3'-1" B 15 21 22 23 5.5 7-2-f i A 751 B 14 20 22 23 4'-9" C 18 24 25 27 '.7-I (r 8 15 .21. 22 23 6 ! i -V A 2'51' B 14 20 21 22 4'51' C 18 24 25 26 74" B 15 20 21 22' 6.5� 1'-10' A 7-1' B 14 20 21 72 4'-1" C 18 23 24 26 2'S' B 15 20 21 22 7' 113' A 1'-11- ' B 14 19 20 21 T-10' C 19 23 24 25 71" B 15 19 21 22. -7.5 1'-T A 1'-10' B 14 19 20 21 T -T C 18 22 24 25 T-1' 8 15 18 20 21 8 1'51 A 151' B 14 19 20 21 3'4' C i6 22 23 24 7-0' B- 15 19 20 21 OVER-' . TABLE 3.2 TRIBUTARY WIDTHS -FOR SINGLE SPAN ATTACHED STRUCTURES HANG pROJECTION'OF SINGLE SPAN STUCTURES R _ 9 9' 10 11' 17 1T 14' 15' 16' 17' 18' 19' 20 21' 27 (r i. .`4' 4.5' S' 5.5' S 6.5 T 7.5' B. "B.S 9 9.5' 10 10.5 11' 1. 4.51 S 5,5' S 6.S T 7.5 B' 8.5 9 9.5 10 ' 10.51 11' 11.5 7 S `5.5' 9' as' ' T 7.51 9 B.5' 9 9.5' 19 10,S11' 11.1 17 3' 5.5 B' 6.5' T 7'6 1. 8.51 9' 9.5' 1910.51 11' 11.5. 17 12.5' 4' 9 6.5�T 7.51 9 8.51 9 %5' IV. 10.51 11' 11.5 17 12.5 13' S 6.51 T 7.5 6' 8.5 9 9.5' 10 10.5' 11' 11.5' 17 1251 13' 13.5 5 T 7.5' 8'`B. 9 %T 10' 10. 11' 11. 17 12S 13' ' 13. 14' T 7.5' 8' 6.5'`.8S 9.5 10 5 5 5 10.5' 11' Its' 17 . 125' 13' 13.5 14' ' 14.5 8' 9 8.51 9 9.5 ` 19 10.5' 11' 11.517 12.5' 13' 13.5 14' 14.5' 15' 9 8.5' 9 9.5' 19 10.5'i11' 11.5 17 125, 13' 13.5' 14' 14.5 151 15.5 10 9 9.5'I& 10.5 11' `1T.T 17 125' 13' 13.5 14' 14.5 15' 15.5 16' `TABLE 3.4 Post Requirements for Muftis an.and Free anding Structures �•' Q� Post_ Description Maximum Max MG q FootingHei 0.043"x3"x3"Steel Clover d.= 23" 12'0.043Wx 6" Steel Clover d=23" .8' rn Steel S quare d = 3T' 15' 8.39 zSteel'S uare d = 44" 18' '0.188'X5"x5" Steel S uare d=49" 18' 1 ®FS1T�r� ClVI1. �P Amerimax By Products Carl Putnam, P. E -OF CAUF 5208 Tennyson Parkway 3441Ivylink Place Plano, Texas 75024 Lynchburg, VA 24503 (434) 38.42514 4�� carioutnamCaDeomcastnet A ` 007 4 /of9 OVER-' . TABLE 3.2 TRIBUTARY WIDTHS -FOR SINGLE SPAN ATTACHED STRUCTURES HANG pROJECTION'OF SINGLE SPAN STUCTURES R _ 9 9' 10 11' 17 1T 14' 15' 16' 17' 18' 19' 20 21' 27 (r i. .`4' 4.5' S' 5.5' S 6.5 T 7.5' B. "B.S 9 9.5' 10 10.5 11' 1. 4.51 S 5,5' S 6.S T 7.5 B' 8.5 9 9.5 10 ' 10.51 11' 11.5 7 S `5.5' 9' as' ' T 7.51 9 B.5' 9 9.5' 19 10,S11' 11.1 17 3' 5.5 B' 6.5' T 7'6 1. 8.51 9' 9.5' 1910.51 11' 11.5. 17 12.5' 4' 9 6.5�T 7.51 9 8.51 9 %5' IV. 10.51 11' 11.5 17 12.5 13' S 6.51 T 7.5 6' 8.5 9 9.5' 10 10.5' 11' 11.5' 17 1251 13' 13.5 5 T 7.5' 8'`B. 9 %T 10' 10. 11' 11. 17 12S 13' ' 13. 14' T 7.5' 8' 6.5'`.8S 9.5 10 5 5 5 10.5' 11' Its' 17 . 125' 13' 13.5 14' ' 14.5 8' 9 8.51 9 9.5 ` 19 10.5' 11' 11.517 12.5' 13' 13.5 14' 14.5' 15' 9 8.5' 9 9.5' 19 10.5'i11' 11.5 17 125, 13' 13.5' 14' 14.5 151 15.5 10 9 9.5'I& 10.5 11' `1T.T 17 125' 13' 13.5 14' 14.5 15' 15.5 16' `TABLE 3.4 Post Requirements for Muftis an.and Free anding Structures �•' Q� Post_ Description Maximum Max MG q FootingHei 0.043"x3"x3"Steel Clover d.= 23" 12'0.043Wx 6" Steel Clover d=23" .8' rn Steel S quare d = 3T' 15' 8.39 zSteel'S uare d = 44" 18' '0.188'X5"x5" Steel S uare d=49" 18' 1 ®FS1T�r� ClVI1. �P Amerimax By Products Carl Putnam, P. E -OF CAUF 5208 Tennyson Parkway 3441Ivylink Place Plano, Texas 75024 Lynchburg, VA 24503 (434) 38.42514 4�� carioutnamCaDeomcastnet A ` 007 4 /of9 `TABLE 3.4 Post Requirements for Muftis an.and Free anding Structures �•' Q� Post_ Description Maximum Max MG q FootingHei 0.043"x3"x3"Steel Clover d.= 23" 12'0.043Wx 6" Steel Clover d=23" .8' rn Steel S quare d = 3T' 15' 8.39 zSteel'S uare d = 44" 18' '0.188'X5"x5" Steel S uare d=49" 18' 1 ®FS1T�r� ClVI1. �P Amerimax By Products Carl Putnam, P. E -OF CAUF 5208 Tennyson Parkway 3441Ivylink Place Plano, Texas 75024 Lynchburg, VA 24503 (434) 38.42514 4�� carioutnamCaDeomcastnet A ` 007 4 /of9 LATTICE 3.0 POST rwPACINGS FOR LATTICE PATIO AND.COMMERCIAL COVERS IN HIGH VWND AREAL TABLE 3.6 12 Ga 3'X8" Steel C.Beam..(Detail.1-18): 16 Ga31x&", Steel C. -Beam: Detail L18 a Double 12 Ga Wff! Steel Q,13eam (L-18.and-A c Attached Freestanding or : 41 �.,Attached Free s I a o!, * 8 ';Wtached Freestanding or' 39 '44 Structure Wtisp�n On its. 31 §��Ictur� ndl.,ij% pa is ':47 cture i� Units. Mattis' n GROUND TRIS M1kX "'X POST POST MAX 37 41 MAX P LENGTH 24' -TB 8 28 MAX POST LENGTH 39 43 36'-1 V MAX F;OSTLENGTH' SNOW WIDTH P0j--.TREQV 47 POST MIN FOOTER 8' lill" --POST�. MIN FOOTER S' Z 4- 'POS * T MIN FOOTER R '8! 12- - 18':' LOAD(FF) 35 SPACING FOR SPACINC POST SIZE CONSTRAINED F06TER SPA61NC POST. 'SIZE CONSTRAINED F06TER SPACING POST 'SIZE' CONSTRAINED FOOTS (PSF) 36 ON SLAB S SLAB (FT) TYPE .1 "d* '"cr ",r. (F-6 -PE. 35'4" r :'(FT) TYPE 42 -cr I 6 11-4" A 2T-6"0 c 32 36 40 44 (in) ;[:(I'n). (in). Lij 30 34 38 (in) (in) 10 4 17'-W A 31'-S' c 20 37 : 41 46 25-6"' * 8 . 27 .36 39 '44 39'-7* C 31 39 43 ':47 LIVE 4.5 'I15'-1" 151-11, A 30'3" c 30 37 41 45 24' -TB 8 28 36 39 43 36'-1 V 0 .32 38 42 47 - i 13'- 7' A 29-2" c 30 37 41 46 23'-8` C 28 35 39 43 .38'-1" 36--91 D 33 38 42 47 5.5 12'--4- A 28'-31 c 31 36 40 AS :22�1 I' c . 29 35 38 42 . 35'4" D 34 38 42 46 6 11-4" A 2T-6"0 c 32 36 40 44 22--4- C 30 34 38 42 34'-T D 34 37 41 46 6;5 10'-5" A 2T -r D 32 36 40 44 -21-8' c 30 34 38 42 '33--8- 0 35 37 41 46 7 9'-0" A 26'-1" D 33 36 40. 44., 21'-2" . C. -:31 .34 38 42.-.3Z-10' .371- 31'-11" .0 35 37 41 45 7.5 9-1- A 25'4" 0 33 36 39 44 :20'1". c 31 34 37 41 32-2" D . 36 37 41 AS.. a e,.&' A 24'-111 D 34 35. 39 43 31. 20'.31. ' -D- 31 34 37 41 31-75- D 36. 37 40 45 8.5 V-0- A 24-r 0 34 ' 35 39 43 10'-0.. .0 32 33 37 41 30'-10' D 37 37 40 45 9 7'.6" A 24--0- D 35 35 39 43 lir . -2- D 32 33 37 41 30-3- b 37 37 40 44 9.5 7'-2- A 23-7" 0 35 35 39 43 1814". a 32 '33 36 40.1. 29-4r D 38 38 40 '44 10. 6* -9- A 23*.2* D 35 35 38 43 181;-2 D 33 33 36 40 29-2' D 38 '38 40 44 11 S* -2" A 22-S' D 36 36 38 42 1r4- D 33 33 36 40 :283' 0 39 39 39 44 12 T-8- A 21'4" 0 37 37 38 42 16'-7" D 34 34 35 39 27'4- E 40 40 40 43 13 F-2" A 21--3- 0 38 38 38 42 '15--11- D 34 34 35 39, 26-9" E 4 41 41 43., 1A 4 A 2,0".-8: D 3: 311 ': 1 'S.-3: 0 34 34 3S 3 28.',l: E 41 1 41 .443 IS 1 A.- A 1 2 1 1 3 i. 1 3 :1 11 14 D is 3 S . 3: is E 4242 43 1 42 1 3 10 4 11.1.1 A 30* -6" C 30 38 42 47 24'-0" a 28 30 40 44 38--S- �'32 . c . 33. 39 44 48 LIVE 4.5 151-11, A 294" c 30 38 42 AS 2T.1(r 8 28 36 40 44 36'-1 V 0 33 39 43 48 - i 17-7" A 28'4" c 31 37 41 . 46 23'-0" 6 29 35 39 43 35'-61 Dom -" 34 is 43 47 5-5 12-4" A 27'.S" C 32 .'37 - 41 45 273° c 30 35 39 43 34-7- . 0 � 34� 38 42 47. 6 1 V-4" A 26* -S' c 32 37 41 -45 2V-8" •c 30 39 39 43 33-7' D 35'N'-38 39,0' 42 47 6.5 101-5" A 25'-11" 0 33 37 40 46 21'-1- c 31 35 38 42 '301-10' a 36 N 3s /43 43 '46 7 91-8" A 254" D 33 36 40 .45. 44 20'-G" c 31 34 38 42 .371- 31'-11" D 36 38 N _42 42 46 7.5 9-1" A 24-V 0 34 .37 37 40 44 29 -Tc C 32 34 38 42 31'-2" 0 37 37 �,4"I 1 . 1-e a 1.1; A 24-2" D 34 .36 36 .40 44.. 11".. c 32* 34 38 .42 39-61. D, 37 37 42 46, 8.5 81-0- A 23'4"D D .35 36 40 44. 193. 0 33 34 38- 42 2T-11- D .38 38, 41 45ti 9 7'.6" A 233" D 35 36 39 44 181-11, ID 33 34 37 41 29*4" 0 38 38 41 45 9.5 T-2" A 22'-10" D 36 36 39 43 18'-7" 0 33 34 37 41. 28'.10* 0 39 39 41 45 10 11. A 22'.W D 38 36 39 43 18*.r ID 34 34 37 41 284' D 39 39 10 45 11 V-2" A 21'4" D 37 37 39 43 Ww D 34 34 37 40 2T -S` 0 40 40 :40 44 12 5'-8. A 21'-2" 0, 38 38 39 43 15'-61. 0 35 35 36 40 21-1- D 41 41 41 44 13 V-2" A 20'-7" 0 38 38 . 38 42 151-11" 0 35 35 36 40 25'-11' E 41 41 41 44 14 4' -IW' A 20'-1" D .39 39 [ 39 42 15'-3" D 36 36 36 39 11. 4- ?! E 44 42. 42 43 15 4 '-W I A I 19--T- 1 0 40 1 40 40M42 43 .1 14'-7' 1 D 36 36 1 38 311 2 4.9. E :2 3 1 43 1 43 1 43 10 4 " 111" A 211 1 31 '31 43 41 --" : B 29 37 41 46 36'-3' . c . 33. �11 45 - 69," LIVE 4.6 's A 27"-r c 32 39 43 48 22'-6' B 29 '1 37 41 . 45 34'-I0r C. 34 40 44 47 5 ,3.:,: .7 A 2T-9" C. 3 2 38 43 47 21'-B" a 30 37 40 45 33'.S* D 35 40 44 /49 49 5.5 1741, A 25'.10" C 33 38 42 47 111-w B 31 36 40 44 32-7" D 36 39. '0, 44 48 a 11-4* A 25'-- c 34 38 42 46 io-,-6- c 31 36 40. 1 44 '31.8' D 36. 39,0' 42 48 B.S. 101-5" A 24'-S" c U 38 42 46 191-10, c 32 38 40 44 '301-10' D. 37 39 /43 43 48 7 91-8- A 23'-10* D 35 36 41 46 .19'.S" c 32 36 39 43 30'-1" D 38 3 91 43 47 7.5 91-11 A 23-4' D 35 .37 37 41 48 15-11 C 33 35 39 43 29'-S' 0 38 ' 38 43 47 a 81-w A 22�11W D 36 37 41 AS. 11".. c 33 '35 39 43 28'-9" 0 39 39 42 47 8.5 a, -w. A 274- D 36 37 11 4: 18' r C 34 35 39 43 28'-2" D 39 39 42 47 9 .7'.T A 19--6- 0 37 37 41 4 17•-10" c 31 35 38 43 27--8- 0. 40 40 42 46 9.5 T -r A 21'.7" D 37 37 40 45 1r-6" 0 .34 35 35 38 42 2r3' D. 40 40 42 46 10 6`-S` A 21'-2" D 38 38 40 44 1r -T D 3S 35 38 42 264• 0 4141 3. 39 42 46 11 W-21 A 20'm6' 0 38 38 40 44 16'.2• D 36 36 38 42 25-10• D 41 41 41 46 12 511" A 191-11" D 39 .39 40 44 15'-61. D 36 36 37 41 25'-Z" D 42 42 42 45 13T-2' A 191-V 0 40 40 40 43 14--Io� 0 36 . 36 37 4 24-6 " D 43 41 43 45 4 4,_10" A _. 1"" D 41 41 43 14 D 37 :37 37 40 23'-10' E 44 44 44 45 Is 4,._ A D : 1 41 41 43 .1 13--T , 0 , 37 1 37 37 1 40 23-4" , E 44 . 44 44 44 72 9a 3 AW ',SteeIC.B am (Detail L18)--,.- 16 Ga WWS eel, C.Beam (Detail L18 Double :l2 Ga'T' KW Steel C Beam [L18 and TABLE 3.5 - Z�Attached '., FreBstandInI;ldr:.Un I �-A c0e'd,.jFreLstendingor,, Attached Freestanding or' u sip . a n . Units s . ftkt' re 1MLi6paKlJniiiS'StructuIfr re fispanuriilt6 Mulli TRI1B'..MAXMAX POST LENGTH 'e MAK mAxPosT.LENGTH." MAX" MAX POST LENGTH 'T POST S GROUND TYPE * L ROUND.= '­ "* SNOW Vi POST MIN �00 POST MIN FOOTS 8'. '12;' 1 �18. SNOW POST POST MIN • FOOTE 8-� ir. LOAD (FT!) JSPAcIIN fOR- SP4CING POST SIZE' CONSTRAINED FOOTERI SPACINC jl�OST SIZE� C . CONSTRAINED FOOTEF SP % AMIC POST SIZE CONSTRAIN : ED iOCTEF 0- PS�Fj . So S SLAB (Fr).. .TYPE 'd' . .(FT):. `d� Nr "d!. -.(FT.) 1 TYPE. -d- -d- ] .1 -d- L(psl: (Fr) (in). (in) (in) In (in) (jn) (I.) tlnh) 20 4 e•-11" A 24--.11* D 29 311 '42 46 20'-r' I C . 27' 36 40* "44 V-6" 0* 32: 39 43 48 LIVE 4.5 T-111 A 24'-0" 0 30 37 41 46 '19'-61 a 28 36 39 44 30'3' D 32 39 43 47 6 7'-1" A 27-2' 0 31 37 41 '41 AI -81 6 ::29' 35 39, 43 19--Z- D 33 38 42 '47 5.5 flrs" A 22* -S' D. 31 37 41 45 1T-10" 0 29 ..35 38 43. 29'3" D 34 - 38 42 47 6 V-11' A 21'-9' 0 32 37 40 45 1T-0-- .0 30 34 38 42 27* -S" D 35 38 42 46' 6.5 S-15- A 21'-3" D 33 36 40, 44 16'4' 0 30 34 38 42 '25-9- E 35 38 42 46 7 61-1" A ;io-S" 0' 33 36 40 44 151-9" o 30 34 37 41' 26`-I" r 36 37 Al .46 7.5 44" A 20'-3" D. 34 36 40 44 15-11 D 31 33. 37 41 `25'6` E 36 37 41 AS 8 4-5" Al" U 36'. 36 38.. 40 14'-W 0 32 32 33 37 24--"- E 39 79 41 45 8.5 4-2" A 19 p IS 36 39 '43 14:0�. D 31 33 36 37 ?4--�-, E 37 37 37 41. .45 9 X -111 A 19--6- D 35 35 39 .43 13'6' , -'D 31 32 36 40 24--G- E 38 38 40 '45 9.5 . 3111r. A .16--8- E 35 35 39 43 13'-1' . D 31 32 36 , 39. 23* -7' E 38 3. 38 40 45 10 T -G" A IIY-4* E 36. 38 39 43 17-81 D 32 32 35 39" '23--2r E 39 3. 39 40 44 11 31 A, 17"-W E 36 38 38 -42 IV -1,11 D 32 32� 35 39 22'-V E 40 0 40 40 44 20 '4 e•-11" A 24-11" 0 31 35' 38- 42 20'-3' C 29 33 36 40 V-6" : 33 39 43 48 LIVE 4.5 T 11" A' 24 `01 D - 32 "34 , 38 42 19S 0 30 33 36 40 39'-3- .0 0 34 39 43 47 5 7'-1" A 23'-2- 0 32 34 38 42 1.8"4' D 30 32 36 39 29'-2-* 6 35 38 42, 47 5.5 V -S" A 27-V D,,' 33 34 - 37 41 17'-10" D 31 32 35 39 28'3- D 36 iB 42 47 6 S. -Ii. A 21'-V 10 '34 34 37 41 IT -01 0 31 32 35 39 2r -W D 36 38 42 46 6.5 SS A 21-3:'- 0 ' 34 34 37 41 16`4" D 32 32 35 38- 26'4• E 37 38 42 4e 7 51-1" A 2W- ' 8" -D 35 35 37 40 15'-9' D 32 32 34 38 '26'-1- E 38 38 41 46 7.5 4-- -9 A *293"D 35 35 36 An 15-11 0 32 32 34 37, 2S-61 E 38 38 41 45. 8 4-5" Al" 0, 36'. 36 38.. 40 14'-W 0 32 32 33 37 24--"- E 39 79 41 45 8.5 4* - 2' A 11. D 36 36 36 40 -D 14'1 0 33 33 33 37 24.-S. E 39 39 41 45 9 3'-1!/ A 181.0" 0 7 7 37 40 13'4' D 33 3.3 33 16 244' E 40 46' 40 45 9.5. X-r/ J J,,19-9- A 1"" E� 7 37 37 3 . 33� 333 33 38 23'-71- E Ali 40 10 -� 3-a, A ie: -4" E 3S -38 3 3: :-1: 12 D i 3 33 30 23 E 41 41 41 44 11 A E 3 ] 11'-11". 1 D 34 1 34 35' L E 42 . 42 42 44 41IG 7/612007 BUTTE COUNT'`2007 Page8of9 BUILDING' DIVISION APPROVEW LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS: IN HIGH WIND AREA 10 1 12 Ga 3'x8" Steel C.Beam Detail L18 ' ' '" % Ga 3"x8"Steel C Beam Detail L18 Double. -l2 Ga 3"x8".Steel C Beam 1 -18 -and Al 32 TABLE3.6 39 Attached' ' Freestandingor 'Attached: , Freestanding or' 37' Attached Freestanding or C ' . 34 37 Structure Multispan Units LIVE Structure. Mullis ari Units - .. A Structure ... Multis an.Units GROUND TRIG MAX' POST MAX B 30 MAX POST•LENGTH, ;MAX 41 33'-1" - MAX POST LENGTH, MAXJ.�OO-TER 36 40 MAXPOSYLENGTH' NOW WIDTH POST REO'D .POST MIN FOOTER 6 I 12' .16 -POST MIN.. FOOTER e' (17 118' -POST 33 37 '8' I 17'I 16' LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACIN `POST SIZE CONSTRAINED FOO. SPACING 34 38 CONSTRAINED FOO(PSF) ' 18'-11' B ON SLAB SLAB (FT) TYPE 'd' •d' •e.•?' (FT) STYPE 'd 'd"''(W) 4' 6 IVA" 'a.E'(F7 C 35 35 38 42 19'-0' B in in nin - 40 in) 81) (N) - b 38 39 43- (in) • (in n) 10,-w 11n mPH PxPdsuRF G 35 35 38 42 18'-10" 'C33 27 .33 38 ' 40 29'•3"' D 38 38 10 1 1T-0' A 27"J" B 32 35 39 43 - 22'-2- B '30 . 34 37' 41, 34'W C ' . 34 37 41 45 LIVE 4.5 15'-1' A 26J' C 33 35 39 43 21'4' B 30 33 37 41 33'-1" C 35 36 40 44 6' 5 13'-7" A ' 254" C 33 35 38 43 29-7- B 31 33 37 40 31'•11' C 36 36 40 44 9.5' 5.5 174" A 246" C 34 34 38 42 ' 18'-11' B 32 33 36 ' 40 30-11' . 0 37 37 39 44 4' 6 IVA" A 23'-10' C 35 35 38 42 19'-0' B '32 33 36 40 30'-0" D -' 38 38 39 43- 9' 6.5 10,-w A 23'47 C 35 35 38 42 18'-10" 'C33 27 .33 38 ' 40 29'•3"' D 38 38 39 43- • 7 91" A 274" C 38 38 37 41 --18'4• C 34 34 36 -39 28.-W '' D 39- 39 39 43 8.6 7.5 9-1' A 27-1" D 37 37 37 41 17'-11' C '34 34 '35 39. 2T -1o" D 39 39 39 43 12' 8 8 '6- A 21' 5' D 37 37 37 41 17'-7" C. 35 '35 _ --35 39 ''2TJ" 0 ' 40 40 40 42" •15.5 8.5 8'-0' A 21'-3" D 38 38 38 41 17'-0" '4: 35 35 35 39'.• 261-9" D. 41 41 41 42 8 T6" A 20'-17 D 38 38 38 41 161-W . C 35 35 35 38 - 281-1 D 41 41 . 41 ' 42 9.6 T -T A 20'S' D 39 39 39 ' 40. 16-1" C .36 36 38 38. . 25'47' 0 . , 42 42 42 . 42 10 647' - A 20'-P D 39 39 39 40 . 15'5' C 36 36 36 38. 254' D 42 42 42 42 11 6-2' A 1816' D 40 40 40 40 14'-11' D' 36 36, 36 37 24'{' O 43 43 43 43 12 1.8" A 16'-11" D 41 .41 41 41 14'-3 D 37 37 37 37 23'-10' O 44 44 44 11' 13 5•T A 18'6' O I7 41 41 ' 41 13'.8' D 37 37 '37 97 23'-T D 45 45 45 45 20 4 8'-11" A 24'-1P D 27 35 79 43 20'J' C 25 34 37 41 31'47" D 29 37 40 -45 LIVE 4.5 T-11' A 24'4' D 27 35 39 .43 195" 0 28 33 37. 41 39J" 0 30 36 40 X44 6' 5 T-1' A 23'-2' 0 28 35 38 43 181-8" 0 26 33 38 40 2947 D 30 36 40'� 44 9.5' 5.5 6-5' A 2747" D 29 . 34 38 42 1T-10' D 27 37 36 40 28'J' 0 31 38 --"39 44 ' 4' 6' 5'-11" A 21'S" D 29 34 38 42 1T4' D 27 32 36 39' 27'.8' D 32 35! 39 43 9' 6.5 5'47" A 21'J" O 30 34 38 42 194" D 27 32 35' 38 26'-W E 32 35 39 43 12.5' 7 5'-1' A 2947' 0 30 34 37 41 15-9" D 28 32 35 39 26-1' E 33y - 35 39 43 8.6 7.5 447' A 20'-3' D 31 34 37 41 15'-1" D 28 31 35 38 25'-W E `33 35 38 43 12' 8 447' A 1947" D 31. 33 37 41 14'47 D 28 31 34 38 24'-11" E 34 35 38 42 •15.5 8.5 4'Q' A 191.6' D • 32 33 37 41 14'4" D 2a 31 34 37 24'47' E 34 34 38 42 9 T-11' A 19-0" D 32 33 37 40 13'47 D 28 30.. 34 37 24'•0" - E 35 35 38 42 9.5 7'47" A 181.8" . E 32 33 36 40 '-13'-1' D 29 30 39 37 23'-T E 35 35 38 42 10 76' A 18'4" E 33 33 36 40 17.8' D 28 30 33 97 .23'47 E 95 95 38 . 42 11 3'-2' A .. ITS" E 33 33 38 40 11'-11' O 29 29 33 36 27-5" E 36 38 37 41 20 ' 4 8'-11'A Detail L18 :.' Double 12 Ga 7x8" Steel C -Beam 1_18 and 24'-11" D 28 36 40 . 44 *20'J" C - 26 34 38 42 3147' D 30 37 41 46 LIVE 4.5 T•11' A 24'-0" D. 28 36 40 44 1847 D 26 34 38 4230'J' 2$'4' 0 31 37 41 45 6' 5 T-1• A 23'-T D 29 36 39 44 18147' D 27 34 37 41 29-2" D 3.1 37 41 45 9.5' 5.5 8'47• A 224' D 30 35 39 43 17'-10' D 27 93 37 41 28'J' D 32. 36 40 45 4' 6 5'-11" A 21'4" D 30 35 39 43 1T-0" D 28 33 36 40 1 2T6" 0 33 '36 46 44 9' 6.5 I.S. A 21'J• 0 31 35 38 43 164' D 28 33 36 40 264" E 33 36 40 44 12.5' 7 6-1' A 20'•8' D 31 35 38 42 1547' D 28 32 36 40 26'-1' E 34 36 40 44 8.6 7.5 4147' A 20'J" 0 32 34 38 42 15'-1' D 29 32 35 39 25'47• E 34 36 39 44 12' 6 447' A 1814• D 32 34 38 42 14'47 D 29 32 35 39 24'-11'. E 35 35 39 43 •15.5 6.6 4'-2' A 19.6' D 33 34 38 42 14'-0" D _ 29 31 35 36 2447' E 35 35 39 43 9 T-11' A 19-0• 0 33 34 37* 41 13'6• 1D 29 31 34 38 24'4' E 36 36 39 43 9.5 3.47• A 1B'.8" E 33 34 37 41 13'-1" D 30 31 34 38 23'-T E 36 38 39 43 10 3'6' A 18'4' E 34 34 .37 41 176" D 30 31 34 37 23',2• E 37 37 35 42 11 T -T A 1T6" E 34 ' 34 37 41 11'-11' D 30 30 33 ' 37 ' 2747' E 37 37 38 42 12 T-11" A I 16-9' E 35 35 38 1 40 111-3' 1 D 31 31 1 33 36 21'-9" E 38 38 38 42 aac�rlcro+� �iw � nw..vn� rvn � now 1. CHOOSE FREESTANDING OR ATTACHED. STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.9 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. i 5„DETERMINE TRIBUTARY WIDTH FROM TABLE 3.6 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO202 PAGE 2 OF 2 +�-..g.-,CHOOSE A -HEADER FROM TABLE 3.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 1{ 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 3.8 9" FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS FOR -PATIO SLABS FOLLOW 1.6.FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST W MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE 40 12 Ga3'x8" Steel C Beam Oelail L18 :d 1643a 3"x6" Steel C -Beam' Detail L18 :.' Double 12 Ga 7x8" Steel C -Beam 1_18 and TABLE 3:5 . Attached'; Freestanding or z Attached Freestandingor ' Attached Freestandingor 38 Structure' Mullis an Units Stricture Mullis an.Unils : Structure Multia ari UnitsC GROUND - TRIB MAX POST -' MAX.. ' MAX POST LENGTH `MAX " -' - MAX POST'LENGTH MAx. MAX POST LENGTH SNOW WIDTH • POST RECIV POST MIN FOOTS 8'. ' I 17 I 19 POST MIN FOOTS - 8' I 12', I 18' POST MIN FOOTS : 6 . I 17 I; 18' - LOAD (FT) SPACIN .FOR. SPACINC POST' SIZE, CONSTRAINED FOOTER .. SPACINC POST SIZE CONSTRAINED FOOTES SPACINC POST SIZE FbOTFF (PSF). ONSLAB SLAB '. (FT) TYPE ' 'd' 'd' 'U" 'd"' (FT) TYPE "' d' 'd' C ''d" .'d" (FT) TYPE 'd' ' -,r -1 jN In m) (in) (N) ' Pnl in) .fin - .M . (i.).j (in) - (111 40 4 - 4'6' ' A' 21'-0' D 29- 95 38 42 16J" -. D 24 - 33 36 ' 40' 26'5" E 28 36 40 1 44 21' 4.5 4'R' A , 2947. E 27 34 38 42 15' J' D .24 32 35 '.39 . 2$'4' E 29 38 39 43 6' 6 3'-7" A - 18'5' E 27 34 38 42 - 141-1 D 25 - 32 . 35 39 24'-T E 30 35 39 43 9.5' 5.5 3J' A 18'-10' E 28 34 37 41 13'76' D. 25' 31 34 38 23'•8" E 30 35 39 43 4' 6 T -O" A 18'4' E 29 34 37 41 . 17.9'.. ' D 25 31 34 . 38' 23'-1' E 31 35 38 42 9' 6.5 2'S" A 17'4"- '" E ' 29 33 37 41 17-T . D 26 30 33 37 276' E 31 34 38 42 12.5' 7 2'-7* A . �1T-1• E 29 33 36 40 ' 11'-T 0- 26 - 30 33 : 77 - 21'-11' . E 32 34 38 42 8.6 7.5 75' A_ •A- '16-7' E 30' 33 36 40 ,.11'-1' D 28 30 33 38V 21'-5' E 32 34 38 42 12' 8 ' 7J" ' 16-0" E 30 132 36 40 10'-0' D' - 26 29 • 32 36 - 21'-0• E 33 34 37 - 41 •15.5 .8.5 2'-1", A 15'-T E 30 32 38 • 38 101-1 D 26 - 28 32 M 26-T E 33 34 37 '41 9 ' ! 2'-0' A ..15'-1' E 31 32 35 . 38 ..' 8'-10' E 27 29 32 35' 20'47 F 34 ' 34 37 41 ' 9.5 �.: 1'-11'.. A. .14'47' E ' 31 32 35 38 96" • E 27 28 32 '35 19-10" F - 34 '34 37 41 6 i '4 'T -W . A 18'4' E- *2" 34 -.37 . 41 17-10" D 22 31 34 d8 ' 23'-1• E' - 27 35 - 33 42 21' 4.5. 7.8' A 17'-T E 28 33 37 41 11'-11' . D 22 30 33 ` 37 22'-2' E ZB 34 38 42 6' 5 .6 2'" A 16.8' E 26 33 36 40 11'-7 D 23 30 33 "36 2151' E 28 34 38 42' 9.5' 5.5 7d' A 15-10" E 26 32 36 40 10'•6' ' ' D ' 23 29 32 36 29-9' E 29 34 37 41 4' 67-0' 6.5' A 1V-2' E 27 32 35 39 9'-11' E 23 29 32 35 2947 F 29 34 37 41 9' 6.5 1'-10' A 14'-T E 27 32 35 39 .815• E 23 28 31• 35 IV -8" F 30 33 37 41 12.5' 7 V-9- A 14'-P E 28 31 35 38 9-0• E 24 28 31 34. 19-2' -F 30 33 37 41 8.6 7.5 1'-T A 13'-T E 28 31. 34 38 8'-T E 24 28 31 34 18'47' F ' 31 33 36 40 12' 6 1'47 A IT -r E. 28 31 34 38 8'-2' E 24• 27 30 34 ..18'4' F 31 33 36 1 40 OYER- HANG TABLE 3.6 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES 8' B' 10' 11' 17 ' 13' 14' - 16 18' 1T 18' 19 20' 21' 27 9 , 4' 4.6 5' 47.61. 6 6.5 T 7.5' 8' 8.6' 9 9.6 10' 10.5 11' 1' 4.5 6 5.5' 6' 6.5' T 7.5' e' 8:6 9 9.47 10' 10.5' 11' 11.5 7 S 5.5' 6 6.6 T 7.47 8' 8.5' IF 9.5' 19 10.5' 11' 11.5 17 3' 5.47 6 6.5' T 7.5' e' 8.5' e' 9.5 19 10.5 11' 11.5' 12' 12.6 4' 6 6.5' T 7.5 a' 8.5' 9 9.6 19 10.6 111 11.6 17 12.5' .13' 5'. 6.5' T 7.5' 6 8.6 9' 9.5 1(r 10.5' Ill. 11.5' 17 12.5 13' 13.5' e' 7' 7.5' 8' 8.5' 9' 9.5' 19 10.5' 11' 11.5' 12' 12.5' 13' 13.5 14' T 7.5' 8' 8.5' 9 8.6 10 10.5' 11' 11.5' 17 12.513' 13.6 14' 14.5 a' 8' 8.6 9 . 9.5' 19 10.5' 11' 11.5' 17 .12.5' 13' 13.5 14' 14.5' 15 9' 8.5' . 9 9.5' 19 10.5' 11' 11.5' 12' 125' 13' 13.5' 11' 14.5 1s' 15.5 10' 9 9.5' 19 10.5' 11' 11.5' 17 125' 13' 13.6 14' 14.6 . 147 •15.5 16' TABLE 3.8 Post Requirements for I Muftis an and Fre anding Structures Post Description Maximum' Max POST Footing Height 0.041"x3"x3" Steel Clover d = 23" 0.041'x3"xT' Steel Clover d = 23" 0.188"x3"x3" Steel Square d = 37" 18' F 0:188"x4"x4" Steel Square d = 44" - 18' G iY) Amerimax Building Products Carl Putnam, P. E 5208 Tennyson Parkway 34411vylink Place Piano, Texas 75024 Lynchburg, VA 24503 (434) 384-251.4 ea rlputnamocomcast.net 7/6/2007 Page 9 of 9 • 00 -4- IQ HEADER (3004-H35 ALUM. ALLOY) FOUR #1 4% ti SEE TABLE BELOW FOR 21SCHEDULE WACIV USED W\2" X 6 1/2' RAFTERS LATTICE 1 . A TAE TUBES, 2 1 /8"! Sxis o/c 13;W3' *6 o/c ATB' YN O (3105�IH26 LATTICE, -:ALUM. ALLOY) t=0.024" OR *00 7 0.032' Ln co @ RAFTER & S IDEPLATES' (3004—H36 ALUM' ALLOY)' POST (3166 H26 ALUM. ALLOY) RAFTER TO _f.. f. . HEADER - CONNECTION BRACKETS 6063T6 ALUM:ALLOY T=0.060' /4' LAG .SCREW 1 2.25' EMBED. INTO Wa[W-STUI L9 I . SEE TABLE 1.6. cLw BRACKET USED .W/.3'x8' ANC4 FOR OUANTIT) AND 3,x3, RAFTERS USE TWO. #14. SMS WHEN ATTACHING T13 STEEL C BEAMS. 130 MPH REQUIRES .'THREE #14SCREWS FOR'TRIb WIDTHS OVER 10' STUD ADowabL-TribW'rjth Win d Na. of #8 Screws (in) :Fader so mpH 12' 15 15.. IT FxpyC .0.04 2" W 8'. 17 lo5 EIGHT 014 SMS 0.042 Double 3X8 15' 157 1.5 15 11 PRY La 2x 8" 1 z 16 15 1 EIGHT 114 SMS 0:04210oub—let3x 10' 16 15, 15 -TWO 3/e'.4* CMKDM1EMr i - M. of #14 Screws 13O.1 2 Doublea 2x6 15! 1. T Ili 5' p0,042 M b 4 T la is AND HUT. ONE ON EACH SIDE Or USE TWO. #14. SMS WHEN ATTACHING T13 STEEL C BEAMS. 130 MPH REQUIRES .'THREE #14SCREWS FOR'TRIb WIDTHS OVER 10' STUD a.048 MIN. J - r ASTM A-653 : Fy--f4O KSI a STEEL CONNECTOR FOR. WOOD POST 'CONNECTION L: 1,9 W 2'I 2 . 6. 1/2` ROERS L 92 2:�FOR Y:,i.,8�, RAFTERS SEE. TABLE 7.6 FDR REQUIRED' FASTENERS 1. TYP. -TWO. PO SMS EACH' SI,D,E__ 10 J8 X 2 ! SYS FOR. 1. *1 -8 K 1/2- CA -: z' 21/21/2 " IAL FOR LATTICE 1/2 TOCE ULT. RAPIER L6 LATTICE TO RAFTER CONN !CH SIDE GALTERNATE 1.5' min, 11 min 3.00 0.72[--1.560.72 0.93f N) LEDGER- 2 X DEPTH 0.72 RAFTER � - '7 �2- _T 7 SIDE 1OX0 1 6 3.00 0.931.5 JFI 0.37 ALUM. 4 0.28' RAFTER RAFTER HANGER (DETAIL L7) 0J2 RAFTER TO WALL. CONN.. t (IN)= 0.040 (ALUM) = 0.041 (STEEL) COLUMNS.MAY BE TPJMMED W/FLEX- .ALUM. 'FACING. Ll N1 3" ALTERNATE P0 IF PENETRATION (3004 H36 ALUM WALL STUD) VO-IOR A-653 Fyp4b KS E . E ALUM S/ RAFTER BRACRET M 3' X 8' ALUM HEADER •014 SELF -DRILLING SCREW OL15 POST ALTERNATIVE FOR SLAB' ATTACHMENT ONLY sj civit, _0FC 0F AUG 2 4 2007 Engineer's Stomp 1.1/2'. FOR 2 X RATTERS' 2 3/4' FOR 3 X RAFTERS. (6M ALLOY' Y='0.0601 (6063-i6 ALLY HANGER 1/2PLUG Dlk PLASTIC PLUG :EIDX t . tsms BOX SECTION - NOTE: USE: PLASTIC 'PLUG TO - FILL 112* DIA. ACCESS: HOLES USED WHEN ATTACHING SALSINTO ANOTHER VOX' SECTIONAN WHICH ;. JHEL ' 'q&'LENGTH .WDULD E(CEED -2,1/2-. U8 PLASTIC .PLUG DETAIL ALUMRAFTERS SEE SCHEDULE FOR SIZE AND..SPACING SCHEDULE: 2- 2-X -6 1/2- HEADERS IN PLACE OF 3'X.'8" HEADER WITH POST & SIDEPLATIES YX 3" POST ( ALTERNATE DOUBLE. 3" x 8" AND 9'2" x+ 6.57 HEADERS A Amei*nc-u ,BMD[N(;PR+0Du it %7 .BEJ/Cp NTS_ CM_o,,v,,VK8mos q 7/6/27 ':LTO 1 —209"' . 1 of 3 r . r METAL POST r x 3' METAL POST EIGHT 014 SMS EIGHT 114 SMS 00, -TWO 3/e'.4* CMKDM1EMr TWO 3Ar A-307 BOLTS WITH IS•WASTERS UNDER B13TH HEAD '0 LAG SCREW V,* 12516, ONE AND HUT. ONE ON EACH SIDE Or ON EACH SIDE Or POST. V 'min TIMBER FLOOR JOIST .DECKING IS DOUGLAS FIR OR HEADER UTILITY GRADE OR OTR Ll 4 ATTACHED STRUCTURE POST GTO L1OL13 ATTACHED STRUCTURE POST DECKING TO DECK FLOOR JOIST SEE GENERAL NOTE #19 a.048 MIN. J - r ASTM A-653 : Fy--f4O KSI a STEEL CONNECTOR FOR. WOOD POST 'CONNECTION L: 1,9 W 2'I 2 . 6. 1/2` ROERS L 92 2:�FOR Y:,i.,8�, RAFTERS SEE. TABLE 7.6 FDR REQUIRED' FASTENERS 1. TYP. -TWO. PO SMS EACH' SI,D,E__ 10 J8 X 2 ! SYS FOR. 1. *1 -8 K 1/2- CA -: z' 21/21/2 " IAL FOR LATTICE 1/2 TOCE ULT. RAPIER L6 LATTICE TO RAFTER CONN !CH SIDE GALTERNATE 1.5' min, 11 min 3.00 0.72[--1.560.72 0.93f N) LEDGER- 2 X DEPTH 0.72 RAFTER � - '7 �2- _T 7 SIDE 1OX0 1 6 3.00 0.931.5 JFI 0.37 ALUM. 4 0.28' RAFTER RAFTER HANGER (DETAIL L7) 0J2 RAFTER TO WALL. CONN.. t (IN)= 0.040 (ALUM) = 0.041 (STEEL) COLUMNS.MAY BE TPJMMED W/FLEX- .ALUM. 'FACING. Ll N1 3" ALTERNATE P0 IF PENETRATION (3004 H36 ALUM WALL STUD) VO-IOR A-653 Fyp4b KS E . E ALUM S/ RAFTER BRACRET M 3' X 8' ALUM HEADER •014 SELF -DRILLING SCREW OL15 POST ALTERNATIVE FOR SLAB' ATTACHMENT ONLY sj civit, _0FC 0F AUG 2 4 2007 Engineer's Stomp 1.1/2'. FOR 2 X RATTERS' 2 3/4' FOR 3 X RAFTERS. (6M ALLOY' Y='0.0601 (6063-i6 ALLY HANGER 1/2PLUG Dlk PLASTIC PLUG :EIDX t . tsms BOX SECTION - NOTE: USE: PLASTIC 'PLUG TO - FILL 112* DIA. ACCESS: HOLES USED WHEN ATTACHING SALSINTO ANOTHER VOX' SECTIONAN WHICH ;. JHEL ' 'q&'LENGTH .WDULD E(CEED -2,1/2-. U8 PLASTIC .PLUG DETAIL ALUMRAFTERS SEE SCHEDULE FOR SIZE AND..SPACING SCHEDULE: 2- 2-X -6 1/2- HEADERS IN PLACE OF 3'X.'8" HEADER WITH POST & SIDEPLATIES YX 3" POST ( ALTERNATE DOUBLE. 3" x 8" AND 9'2" x+ 6.57 HEADERS A Amei*nc-u ,BMD[N(;PR+0Du it %7 .BEJ/Cp NTS_ CM_o,,v,,VK8mos q 7/6/27 ':LTO 1 —209"' . 1 of 3 OL1F ALTERNATE 3" SO. POST CONNECTOR BRACKET (6063-T6 ALUM. ALLOY) 5.5' .- 1.575" T 2.35 0.100 21.15" .060 0.041x3'x3' STEEL POST DETAIL 3" X 8" — 1 FOR ATTACHED STRUCTURES POST TO WRAPPED 3" X 8" X 12 or 16 GA. 'C' BEAM HEADER CONNECTIONS 3"X 8" BOX BEAM WRAP 3'x8' 12 OR 16 GAUGE STEEL C BEAM Fy= 50 .KSI L18 3" X 8" X 12, 16 GA. STL. 'C' BEAM DWRAP W/ 3" X 8" ALUM. 'BOX BEAM 3". 4", 5" 3", 4" or 5." 0.188" TYP. ji L21 .3", 4" OR 5" ... _. STEEL ,POST:•- Fy=36, KSI' ' 3/8' BOLTS W/ 1' DIA.' RAFTER x., 3/32'` THK STL .WASHER A' O RIGHT TO B.STEEL C" BEAM. HANGER �_ SEE TABLE 7.4 COLUMN 2z WOOD FRAMING FOR �OUANTITY• 10 psf FOR #14 SELF DRILLING SCREWS SEE TABLE 7.4 FIR -LARCH ff 1. COLUMN '0'.. FASCIA SEE . DETAIL RAFTER MAX DISTANCE TO FIRST. ROW OF PASTS 'L A' O RIGHT S1RNX N A34 HANGER �_ CONN OR E 2z WOOD FRAMING R 10 psf DOUGLAS 1 1/2' FIR -LARCH 46' FASCIA 02 OR BTR — L 22. 24' O/C i0'-11" FOR MAXIMUM - 13'-7^ AtTAIuENr E DETAIL L7 OVERHANG SEE 22. . 22 SCHEDULE O RIGHT 22' 0.750- �\ 1 0'SIMPSONALTERNATE EAVE ATTACHMENT A34 ADD TWO ' CONNECTOR 0.750" OR :EOUAL 16D NAILS e @'-,EACH 3/8'. BOLTS SEE 'TABLE 7.3 COLUMN 'H' RAFTER OR FOR. QUANTITY `TRUSS /. 11/2' FASCIA WOOD FRAMING OR #14 SELF DRILLING SCREWS /� 6 - /10 SCREWS, 3 EACH LEG FOR QUANTITY SEE . TABLE 7.3 COLUMN 'G' DETAIL "A" OF CONNECTOR - TYPICAL l-,' 2' x 4 -Stud J �u 3.5' MIN 2.5' MIN PENETRATION INTO WOOD FRAMING Live1Sn6w Load RAFTER MAX DISTANCE TO FIRST. ROW OF PASTS 'L Wind Load SIZE EAVE OVERHANG '. for tatticeCovers (24 0/C) .`t2 18 24 30 36 10 psf 2x422 13-0 T T 1." 46' T 10" ,` .90 MPH Exp B 2x6 22. 22 i0'-11" 18'-8" 13'-7^ 2x8 22. . 22 22' . 22' 2T 10 psf 2x4. 22 11'-10" 7"-8" 4'6" 1'_10" . 90 MPH Exp &. 2x6 22 22 22' 18'-8" " 13' 7"' 2x8 22' 22' 22' 22' 2Z- 20 psf ' 2x4' 1 t -0 6'-6' 3'-11-. 2'-3' a-11"- 110 MPH Exp C 2x6 + 22 18'-4" 12-10" ' 914" 6'-9" 2x8 22 .22' 22' 19'-6" 25 psf 2x4 8'-9" 5'-1" 3'-1". 78" 0'-7' 120 MPH ExpC 2x6 22' 14'-7" 10-2" T4• 2x8' 22' 22' 20'.5" 15-6" 30 psf 2x4 T- 2", 4'-1" ' 2 3" 1'-0" 0-1" 130 MPH Exp C 2x8, 1.l 3" 1 f -ll" W-2" 5'-9" 4'-0" big 22 22. 16'-9" 17-7' g_g" 40 psf 2x4 5-2" . 2'-5' V-3" 9-3" 0-0 130 MPH Exp C 2x6 13'-3" 8'-8" 5'4, 3'-9" 24" 20 16'-8" 1r-2" 12-1" F-11" 6-T' 60 ps2x4' -2" 1'4" 130 MPH Exp C . .2x6 8'-3" 5'-4" 3'-3" 1'-10" 0,-9•' -2x8 11'41" 11'-O" r -T 5-3" Y-7" HEADER SPLICE MUST BE L19 HEADER`SPUCE DETAIL CENTERED ON POST 1 4 SMS 2- J14'SMS 00 EACH SDE \ /3' X 8' HEADER O /r SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 0 2- 2'.X 6 1/2. SMEPIATES 31X 3" ONE EACH SIDE OF COLUMN POST Sent with perA6nently fl2xible & waterproof sealant ��\ 2'x 6' Ledger Board (optional Fortattice patio covers if LAG'SCREWS use 1'O washers to attach rafter 1.00'min. brackets) 3/8' Lag Screw ATTACH LATTICE COVER AS PER L7 Completely Seal with permanently Flexible & waterproof sealant 1.00'min. Synthetic. Stucco or �- other non-structural covering (1' max. thick) Sheathing G STUCCO ATTACHMENT DETAIL WITH LEDGER BDARD, 6" 060 3" X 8" BOX BEAM HEADER —ALUM. "H ? BRACKET 3"X 3" ALUM. POST ALUMINUM 'H' BRACKET FOR CONNECTING POST TO HEADER &OSro,_ (6063=T6 ALUM. .ALLOY) EXP. 6/30% %, CIV11. Engineer's Stomp �Amel�IlYir 5208 TENNYSON PARKWAY SUITE 100 BUI[ DING PRODUCTS, [NG PLAND, TEXAS 75024 NTS T02-2006 2 of 3 2 1/8" 2 1/8 FOUR 1214 SD SCREWS EACH SIDE.FOR 90.' MPH EXP'.0 SLAB,AND UP4T0 d 28 FOOTING 4 14.SMS - TVO 3/8 BOLTS ,FOR 90 MPH EXP B AND,EACH'SIDE FOOTINGS; UP ol24`1 THREE 3%8.,,BOLTS FpR ;FOOTINGS UP TO 0.024' d=28 AND 90 MPH EXP 'C ' TWO .3/8 GALVANIZED POWERS.WEDGE"- f-21 p 0.024• 0.024" 5 . BOLTS (ICC ,ESR 167,8> W/ •2 EMBED 3"X 8" ALUM. HEADER " 50" 6 5/8" FOR: ALL SLAB AND: FOOTINGS UP :TO.' d=23". USE 35 FOOTINGS " . .EMBED -FOR UP TO d=31' ' T3• / S` 2"X 6 1/2"X .024" —1 3.00' 'r ALUM. SIDEPLATE e0" ' . 1� 6 5/8" a 3"X 3" 2"X 6.625" L25 !S ,L9 POST LSIOEPLATES 3" x 8" HEADER I 0.09dc---��- z2s� �, o" ALUM. FOOTING - ALUMINUM BRACKET FOR CONNECTIONG I BRACKETFOUR- POST .TO 'f.00TING..OR. .SLAB C6063' TISALUM,: ALLY) • CONNECTION ala. x 3/4' rEK #14 SMS EACH SIDE; SPACED EVENLY 3•. I . SINGLE.SPAN ATTACHED UNITS ONLY , .�•• , e :,e'er SLAB OR._ FOOTING �,p•� 3' SQUARE COLUMN (3105-H26 ALUM. ALLOY) L26 3" ALTERNATE P057 CONN. BRACKETS O / - _ (STEEL A-653 Fy=40.000 PSI) !` 3"z3" ALUMINUM RAFTER ALTERNATE. 1.5" 3,X3, L30 -i E-- #10 OR #1'4 SMSWITH'SIDEP.LATES L24 (3 x 6:5' SLUM. ALL (3004-H36 ALUM. ALLOY) RAFTER ATTACHMENT LATTICE HEADER . TOP 'MOUNT BRACKET MAX 'L' FOR TOP FREESTANDING OR ATTACHED DING OR ` ADOmONAL i/2':m .y: Lattice or Solid Panels_ OR. SIDE MOUNT 3/1'6" ASTM A36 STEEL Live! TRUSS/RAFTER 8" FOOTING {CONNECTION DETAIL STEEL POST BARS AS REOUIRED' (SEE NOTE BELOW) Alun. Bracket (0.060') o.oa2"x3"xa" HEADER - . BRACKET IS. 1.25' WIDE Snow 07C SPACING.Ow � 8: � Loadf A. o/c 24' o/c. L29 0. p p o � zxe UxeeR 80AM lsvh ALUM hm�s x 1b,-, 21' 6" 14'x" Lnttice or Solid Panel Alun. Bracket e. SMS (0.060') 8 SMS RAFTER Murcat TOP MOUNT I!pss' an.. 20 11'-3" pW 25 10_9 Vis'-�o" T$" T-2" 12" MIN 2" V, 0 p I p 4 3' x 8' Header #1 (0.042•) .I 3' x 8' Header k2 (0.042" 2' x 6' Side PlateEXISTING 40 . a' s" 1/2"0 STEEL o . ATTACH PER f f 60 4'-7� 3'-0" REBAR 2" p. 4 TABLE 7.5 EAVE' j 7—WOOD FRAMING nt0 SM 410 SMSALL HOUSE PENETRATIONS' ALUM \\ p Q I MUST BE'COMPLETELY AND ; RAFTER \\ 3' x 8' Header kl (0.042') PERMANENTLY SEALED �lOX1.5" SCREWS 6 PLACES SSlO lI N0 CONCRETE FOOTING USE- 1/2' 0 STEEL BAR FOR: FOOTINGS UP TO `F .1 36' USE 2 0 BARS FOR TO 3"x3" POST 3 "x3" POST 3/16" ASTM A36 �' �T \�� CUBE. -71/2. FOOTINGS' UP 46" CUBE AND 3 - 1/2" 0 BARS FOR FOOTINGS UP TO Rssr. 2x6.5" SIDEPLATE STEEL BRACKET �(L� .a' l l 1" SPACING L28 O BETWEEN SCREWS (7 � C � 301 V � � '. ��P� • .5208. N 0 WAY L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS O EAVE ATTACHMENT EAVE OVERHANG AND 3/4'. E , civ%�- s�q , t�BUILDIA`GP ( [\ 'L' MUST ALSO COMPLY " FOQ' rEOFCP�� '"""" e" ' BEJ/CP WITH DETAIL L17 ' Component �;c n�1 tails, polio LEDGER BOARD AUGTS For $f'oI/L t t�uctures SIDE MOUNT BRACKET UG Qi e ' Stamp 7 wic SKEE 7/6/07 :LT03-2006 3 of 3 SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND-PAT16 STRUCTURES 2.5" x6" Super Six (Multispan)_ 3.5"x12" Super 12 (MuRispanj - Ground Panel Wind Speed and Exposure Ground ' , Panel• : Wind Speed and Exposure. Snow Load 'Gauge Exp B Exposure C Snowioad : Gauge Exp B .` Exposure C . . (s (in) 90 90 105 110 (Os in 901• 90 .105 110 10 0.018 11'-1" 10'-11" 9' 4" 8'-11" 10 •0.018 14'-5" 13'-11" 11'-11" 11'-4" LIVE 0.024 13'-7" 13'-7" 11'-7" 11'-1" LIVE 0.024 17'-11 17'-5" 14'-11"' 14'-2" in) 0.032 17'_1" 1T-1" 14'-7" 13•-11" 0.032 0.032:. 20'_1" :20`-1"' 18,_1" 17,-0„ D: 0.036 18'-9" 18'-9" 16'-1" 15'-4" 0.036 0.036 20'-10" 20'-10" 18'-9" 18'-3" 20 0.018 T-11" T-11" 7'-11" 7'-11" 20 0.018 10'-3" 10'-3" 10'=3" 10'-3" LIVE 0.024 9'-11" 9'-11" 9'-11" 9'-11" LIVE 0.024` 12 9' 12'-9" 12'-9 12'-9'' 0.032 0.032 12'-4" 12'-4" 12'4" 12'-4" 0.032 0.032 , 15 8 .15-8" 15'-8 15'-8" 4' 4' 0.036 13'-7" 13'-7" 13'_7" . 13'-7" 0.036 0.036 16'_7" 16'-7' 16'_7" 16'-7", 25 0.018 T-8" 7'-8" 7'-8" 7'-8" 25 0.018 10'-0" .10'-0" '10'-0" 10'-0" 8'-5" 0.024 9'-8"' 9'-8" 9'-8" 9'-8" 0.024 0.024, • 12'-6" 12'-0" 12'-6" 12'-6" 11'-4" 0.032 12'-1" 12'-1" 12'-1" 12'-1" 0.632 0.032 15'-3" .15'-3" .15'-3" 15'-3" 12'-5" 0.036 13'-T' 13'-3" 13'-3" 13'-3" 0.036 0.036 16-2"' 16'-2" . 16'-2'.' 16'-2" 30 0.018 T-0" 71-0" 7'-0" T_0" 30 0.018 . 9'-1" 9'-1" 9'-11,`" 9'-1" 13'=8"• 0.024 8'-10" 8'-10" 8'-10" 8'=10" 0.024 0.024 11'-5" 11'-5" 11'=5" 11'-$" 10'-5" 0.032 11'-1"- IV -1" 1I'-1" 11'-1" 0.032 0.032 14'-0" •14'4" 14'-0" 14'-0" 5' 0.036 • 12'_2" 12_2" 12'_2" 124„ 0.036 0.036 14'-10" 14'_10" 14'_10" 14,_10" 40 0.018. 6'-1" 6'-1" 6'-1" 6'-1" 40 0.018 .7'-11" 7'-11" T-11" T-11" 5' 0.024 T-8" T-8" 7'-8" T-8" 0.024 0.024 9'-11" V-11" V-11" 9'-11" "r+" rlfi 0.032 9'-7" 9'-7" 9'-7" 9'-7" 0.032.. 0.032. 12'_2" 12'-2" 12,_2" 121_2" 5' 0.036 10'-7" 10'-7" 10'-7" 10'-7" 0.036 0.036 12'-10" 12'-10" 12'-10" 12'-10" 60 0.018 4'-11" 4'-11" 4'-11" 4'-11" 60 0.018 6'-5" 6'-5" 6'-5" 6'-5" 6' 0.024 6'-3" 6'-3" 6'-3" 6'-3" 0.024 0.024 8'-1" - 8'-1" 8'-1" 8'-1"_' 8'-6" 0.032 T-11" T-11" 7'-11" T-11" 0.032 0.032 ' 9'41" 9'-11" 9'-11" 9'-11" 6' 0.036 8'-8" 8'-8" 8'-8" 8'-8'•' 0.036 0.036 10'-6" 10'-6" 10'4- 10'-6" 10111VLC Qv/ ". IMCLCJ I -Z ' 2.5" x6" Super Six Single Span) 3.5"x12" Super 12 (Single Span) 9-0 Ground Panel Wind Speed and Exposure Ground Panel • Wind Speed and Exposure 8-3 Snow Load . Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C 1 2"x6" Flat'Panel (Multispan) (psf) in) 90 90 105 110 (pso 0n) 90 90. 105 110, 0.024. 10 0.018 12'-1" 10'-11" 9'-4" 8'-11" 10 0.018 15'-5" 13'-11" .11'-11" 1V -4". - Exp B LIVE 0.024 15'-0" 13'-7" 11'-7" 11'-1" LIVE 0.024 18'-4" 17'-5" 14'-11" 14'-2" (psf) in) 0.032 18'-11" 1T-1" 14'-7" 1 13'-11" 1 90 ' 0.032 20'-1" 20'-1" 18'-1"- 17'-6" 118'-3" 13'-6" D: 0.036 20'-4" 18'-10" 16'-1" 15'-4" 12'-9' 0.036 20'-10" .20'-10" -18'-9" 111-10 11'-7" 20 0.018 11'-7" 10'-11" 9'-4" 8'-11" 20 0.018 11'-9" 11'-9" 11'-9" 11'-4" 12'-8" LIVE 0.024 14'-6" 13'-7" 11'-7" 11'-1" LIVE 0.024 13'-7" 13'-7" 13'-7" 13'-7"' 0.024 0.032 0.032 0.032 15'-10" 15'-10" 14'-7" 13'-11" 0.018 0.018; 0.032 15'-8" 15'-8" 15'-8" 151-81- 5'-8"0.036 3441 Ivylmk Place 4' 4' 0.03616'-5" 16-5" 16'-1" 15'-4" ,16'-0" 0.036 16'-7" 16'-7" 16'-7" .16'-7" 16-11" 25 0.018 11'4" 10'-11" 9'-4" V-11" 25 0.018 11'-5" 11'-5" 11'-5" 11'-4" 0.018 8'-5" 0.024 14'_3" -13'-7" 11'-7" . 11'_1" 0.018 0.024 13'_3" 13'_3" 13'_3" 13'_3" 11'4" 11'-4" 0.032 15'-7" 15'-7" 14'-7" 13'-11" 10'-7" 0.632 15'-3" 15'-3" 15'-3" 15'-3" 0.032 12'-5" 0.036 16'-2" 16'-2" 16'-1" 15'-4" 0.032 0.036 16'-2" 16'-2" 16'-2" 16'-2" 0.024 30 0.018 10'-4" 10'-4" 9'-4" 8'-11" 30 0.018 10'-5" 10'-5" 1'0'-5" 10'-5" 13'-8" I 13'=8"• 0.024 13'-1" 13_1" 11'_7" 11_1" 0.032 0.024 12'_2" 121_2" 12'_2" 12'_2" 0.032 10'-5" 0.032 '14'-9" 14'4" 14'-7" 13'-11" 6.024 0.032 14'-0" 14'-0" 14'-0" 14'=0" MAX 5' 0.036 15'-3" 15'-3" 15'-3" 15'-3" 0.036 0.036 14'10" 14'-10" 14'-10" 14'-10" 0.036 40 0.018 9'-0" 9'-0" 9'-0" 8'-11" 40 ' 0.018 9'-1" . 9'-1" . T-1" 9'-1" MAX 5' 0.024 11'-5" 11'-5" 11'-5" 11'-1" 0.018 0.024 10'-6" 10'-6" 10'-6" 10'-6" 0.018 "r+" rlfi 0.032 13'_5" 13•_5" 13'_5•' 13'_5„ 0.032 0.032.. 12-2" 121_2".12'_2" 7' 12'_2" _ 15' 5' 0.036 13'-11" 13'41't .13'-11" 13'-11" 0.024 0.036 12'-10" 12'-10" 12'-10" 12'40" 0.024. 60 0.01874" T-4"" � 7'-4 T-4" 60 0.018 T-5" T-5" T-5" T-5" MAX 6' 0.024 9'-4" 9'-4 9'-4" . 9'- 0.032 0.024 8'-7" -74" 8'" 8'-7" 8-7" 0.032 8'-6" 0.032 .11'-4" 11'-4" 11'-4" 11'-4" 0.032 0.032 9'-11" 9'-11" 9'-11" 9'-11" MAX 6' 0.036 121-1" 12'-1" 12'_1" 12'-1" . 0.036 10'-0" 10'-6" 10 6" 101,8" 0.036 TABLE 4.5 9'-4" TABLE 4.6 25 0.0.18 9-0 9-0 , 9-0 9-0 25 0.018 8-3 8-3' 8-3 8'-3" FOR PANEUHEADER 2.5" x 12",Mark X (Multispan) .. 2"x6" Flat'Panel (Multispan) 11,'-1'; . 11'-1." 11'-1" 11'-1" 10'-0" 0.024. Ground Panel . Wind Speed and Exposure Ground' '"Panel '-Wind Speed and Exposure Amerimax Building Products t panel to header 0.024 Snow Load Gauge Exp B Exposure C. Snow_ Load Gauge Exp B' Exposure C 5208 Tennyson Paekway 13'-0". Headers w C (psf) in) do.' 90 105. 110. (s (in), 90 ' 90. 105 • 110 Piano, Texas 75024 13'-6" 13'-6" D: (in . 10. 0.018 12'-11" 12'-9' 10'-10' 10'-3" 10 0.018 111-10 11'-7" 9'-10" 9'-5" " 7;-6" Dble 2x6.625 '0.018 ! P. �) LIVE 0.024 , `14'-2" 14'-1". 12'-8" 12'-3" LIVE .0.024 14'-9" ,14'-7" 12'-5" 11'-10" Carl Putnam, P. E. 10'-3" 711' 6" 10'-3" 11' 6" 13'-0" 0.024 0.032 0.032 15'-6" 15'-W 13'-11" 13'-6" 0.018 0.018; 0.032 16'4" 16'-4" 14'-11" 14'-5" 3441 Ivylmk Place 4' 4' S CIVI�- MAX 7' 0.036. 16'-0" ,16'-0" 14-6" 14'-0" 12'-0" 0.036 16-11" 16-11" 15'-6". 15'-0" Lynchburg,'VA 24503FO��A`e` 12'-8" 20. 0.018 9'-3" 9'-3" 9. 3" 9'-3" 20 0.018 8'-5" 8'-5" 8'-V' 8'-5" (434) 384-2514 0.018 6'-11" LIVE 0.024 11.'-4" 11'-4" 11'4" 11'-4" LIVE 0.024 10'-7" 10'-7" 10'-7" 10'-7" carlputnam0comcast.net MAX 4' oo� 11' 0.032 12'-5" 12'_5" 12'-5" 12'-5" T-11" 0.032 131_2" 13'_2" 131_2" 13'-2" T-9" 0.024 8'-3" 8'-3" 0.036 12'-11" 12'-11" 12'-11'' 12'-11" MAX 0.036 ' 13'-8" 13'-8" 1 13'-8" I 13'=8"• MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#10 SCREWS 25 0.0.18 9-0 9-0 , 9-0 9-0 25 0.018 8-3 8-3' 8-3 8'-3" FOR PANEUHEADER 0.018 COMBINATIONS Table 4. 10'-3" 0.024 11,'-1'; . 11'-1." 11'-1" 11'-1" 10'-0" 0.024. 10'-4" . 10'-4" 10'74" 1014'' 11'-4" Panel # of #10 screws ep r.foot t panel to header 0.024 0.032 12'-3" 12'73" 12'-3" 12'-3" 0.032 0.032 13'-0" 13'-0" 13'-0" 13'-0". Headers Gaug' 2 3 •� 4 2 I ,attach I 3 I 4 2 I .3 14 5 13'-2" 0.036 A2'-8" 12'-8'.' 12'-8" 12'-8" 12'-11" 0.036 13'-6" 13'-6" 13'-6" 13'-6" 13'-8" (in . 90 mph Exp B 90 mph Exp C. 110 mph Exp C 30 0.018 ` 8'72" -8'-2" - 8'-2'1 -8'-2" 30 .0.018 Z-6', 7-6" T-6" 7;-6" Dble 2x6.625 '0.018 .7- .10' MAX 5" 8' MAX 4' S' ,T MA 12'-3" 0.024 0.092 10'-3" 11'-6" 10'-3" 11'-6" 10'-3" 711' 6" 10'-3" 11' 6" 13'-0" 0.024 0.032 9'-0" 12'-0" 9`-6" 12'-0" 9'-6" 12'-0" 9'-6" . 12'-0" RF Fascia 3x8 0.018 0.018; T 7' MAX 10' MAX MAX 5' 5' MAX 8' MAX MAX 4' 4' 5' 5' MAX 7' MA: MA: 9'-2" 0:036 12'-0" 12'-0" 12'-0" 12'-07` -91-01, -0.036 12'-8" 12'-8" 12'-8" 12'-8" All Others 0.01 B . T 10" MAX 5' ' 8' . MAX 4' 5' 7' MA 40 0.018 6'-11" .6-11" 6'-11" 6'-111; 40,-- . 0.018 6'-6" . 6'-0" 6'-6" . 6'-6" Dble 2x6:6250.024 12•-0" 9' 13' MAX 7' 11' MAX 5' 7' 10' MA; T-11" 0.024 8'-10" . 8'-10". 8'-10" 8'-10" T-9" 0.024 8'-3" 8'-3" 8'-3" 8'-3" RF Fascia 0.024 9' MAX MAX 7' MAX MAX 5' MAX MAX MA: 10'_6" 0.032 10'-6". 10'-W 10'-6" 10'-6" 11'_2" 0.032 10'-5" 10'-5" 10'-5" ' 10'-5" 3x8 6.024 9' 13' 1 MAX 7' 11' MAX 5' 7' 10' MA) 6'-6" 0.036 10'-11" 10'-11" 10'-11"; 10'-11" 6-4" 0.036 11'-5" 11'-5" 11'-5" 11'-5" All Others. 0.024 9' 13' MAX 7' 1 11' MAX 5' 7' . 10' MA) 60 0.018 5'-6" 5'-6" 51-6" 5'-6" 60 0.018 51-3". S'-3" 5'-3" T-3" Dble 2x6.625 0.032 9' 14' MAX 7' 11' _ 15' 5' 7'. 10' .12' 0.024 T-2" T-2" T-2" 7'-2" 0.024. 6'-9" 6'-9" 6'-9" V-9". RF Fascia '0:032 MAX MAX MAX 8' MAX MAX 6' 8' MAX NIA) 0.032 8'-7" 8'-7" 8'-7" ' 8'-7" 0.032 8'-6" 8'-6" 8'-6"' 8'-6" 3x8 0.032 11' MAX MAX 9' 13' MAX 6' 9' 12' MA) 0.036. 9'-2" 9'-2" 9'-2" 9'-2" 0.036 9'-4" 9'-4" 9'-4" 9'-4" All Others 0.032• .12' ' MAX MAX 10' 15' MAX 6' 10' 13' MA) ' TABLE 4.3 _ TABLE 4.4 Dble 2x6.625 0.036 9' 14' ''MAX 7' 11' 15' 5' 7' 10'12' NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN RF Fascia 3x8 All Others 0.036 0.036 0.036 10' 11' 1.3' MAX MAX MAX MAX MAX MAX 81 9" 11' MAX 13' MAX MAX MAX MAX 6' 6' 7' 8' 9' 11' MAX 12' MAX IW MA} MA) 2.5" x 12" Mark X (Single Span) 2"x6" Flat Panel (Single Span Ground' Panel ' Wind Speed and Exposure Ground Panel ' Wind Speed and Exposure Snow Load Gauge Exposure C Snow Load Gauge Exp B Exposure C 1 %(ps (in) 90 90 _ 105 , 110 (pst) (in) 9 90 105 110. 'MAX' means the maximum possible tributary width 10 0.018 12'-11" 124" 10'-10" 10'-3" 10 0.018 12'-9" 11'-7" 9'-10" 9'-5" LIVE 0.024 14'-2" . 14'-1"' 12' 8" 12'-3'; LIVE 0.624 15'-0" 14'-7" 12'-5" 11'-10" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND #14 SCREWS 0.032 15'-0" 15'-6" 13'-11" 13'-6" 0.032 16'-4" 16'74" 14'-11" 14'-5" FOR PANEL(HEADER COMBINATIONS Table 4.10 0.032 8'-8" 81-8" 8'-8" V-8" 0.032 9'-7" 9'-7" 9-7" 9'-7" 0.036 9'-2" 9'-2" V-2" 9'-2" 0.036 10'-2" 10'-2" 10'-2" 10'-2" 7/6/2007 TABLE 4.7 TABLE 4.8 Page 1 of 21 0.036 16'-0" 16'-0" 14'-6"" .14'-0" Headers 0.036 16'-11" 16'-11" 15'-6" 15'-0" 20 0.018 10'-3" 10'-3" 10'-3" 10'-T' 20 0.018 10'-0" 10'-0" 9'-10" V-5" LIVE 0.024 11'-4" 11'-4" 1T-4 11'-4"' LIVE 0.024 12'-0" 12'-0" 12'-0" 11'-10" MAX 0.032 12-5" 12'_5" 17_5:' 12'_5" ` 0.032 13'_2" 13-2" 13,_2" 13'-2" MAX 0.036 12'-11" 12'-11" 12'-11" 12'-11" All Others 0.036 13'-8" 13'-8" 13'-8" 13'-8" 25 0.018 10'-0" 1.0'-0" 10'-0" 10'-0" 25 .0.018 9'-10" V-10" 9'-10" 9'-5" MAX 0.024 11'-1" 11'-1" 11'-1" ' 11'-1" . RF Fascia 6.024 11'-10" 11'-10" 11'-10" 11'-1.0". MAX 0.032 12'-3" 12'-3" 12'-3" 12'-3" 3x8 0.032" ,13'-0" 13'-0" 13'-0" 13'-0" MAX 0.036 12'-8" 12'-8" 12'-8" 12'-8" All Others 0.036 13'-6" 13'-6" 13'-6" 13'-6" 30 0.018 9'-2" 9'-2" 9'-2" 9'-2" 30 0.018 91-011. -91-01, 9'-0" 9'-0" MAX 0.024 10'-6" 10'-6" 10'-6" 10'-6" RF Fascia 0.024 11'-2" 11'-2" V-2" ,1'1'-2" MAX 0.032 11'-6" 11'-6" 11'-6" 11'-6" 3x8 0.032 12'-3" 12'-3" 12'-3" X12'-3" MAX 0.036 121_0" 12-0" 12•-0" 12-0" All Others 0.036 12'_8" 12'_8" 12,_8" 12'_8" 40 0.018 T-11" T-11" 7'-11" T-11" 40 0.018 T-9" T-9" 7'-9" 7'-9" MAX 0.024 9'-2" 9'-2" 9'-2" 9'-2" RF f=ascia 0.024 9'-10" V-10" V-10" V-10" MAX 0.032 10'_6" 10'_6" 10,-6" 10-6" 3x8 0.032 11-2" 11'_2" 11-2" 11'-2" MAX 0.036 10'-11" 10'-11" 10'-11" 10'-11" All Others 0.036 11'-7" 11'-7" 11'-T' 11'-7'' 60 01)18 6'-6" 6'-6" 6'-6" 6 '-6" 60 0.018 -4 6'" 6-4" 6'-4" 64" 0.024 7'-6" 7'-6" 7-6" 7' 6" 0.024 8'-0" 8•-0" 8'-0" 8'_0" 0.032 8'-8" 81-8" 8'-8" V-8" 0.032 9'-7" 9'-7" 9-7" 9'-7" 0.036 9'-2" 9'-2" V-2" 9'-2" 0.036 10'-2" 10'-2" 10'-2" 10'-2" 7/6/2007 TABLE 4.7 TABLE 4.8 Page 1 of 21 Panel # of #14 screws per foot to attach panel to header Headers Gauge 2 1 3 1 2 1 3 2 I 3 I 4 (in) 90 mph -Exp B 90 mph Exp C 1.10 mph Exp C Dble 2x6.625 0.0189' MAX 8' ' MAX 5' 8' MAX RF Fascia 0.018 MAX MAX MAX MAX 5' MAX MAX 3x8, 0.018 9' MAX 8' MAX 5' 8" MAX All Others 0.018 '9' MAX e' ' MAX 5' 8' MAX Dble 2x6.625 0.024 12' . MAX 10' MAX 7' 10' MAX RF Fascia 0.024 MAX MAX MAX MAX 7' MAX MAX 3x8 0.024 12' MAX 10' MAX 7' 10' MAX All Others 0.024 12' MAX 10' IMAXI 7' 10' MAX Dble 2x6.625 0.032 12' MAX 10' MAX 7' 10' MAX RF Fascia 0.032 MAX MAX MAX MAX 8' MAX MAX 3x8 0.032 15' MAX 12' MAX 8' 12' MAX All Others 0.032 MAX MAX 13' MAX 9' MAX MAX Dble 2x6.6250.036 .12' MAX 10' MAX 7' 10' 14' RF f=ascia 0.036 MAX MAX MAX MAX 8' MAX MAX 3x8 0.036 15' MAX 12' MAX 8' 12' MAX All Others 0.036 MAX MAX MAX MAX 10' MAX MAX 0.032 8'-8" 81-8" 8'-8" V-8" 0.032 9'-7" 9'-7" 9-7" 9'-7" 0.036 9'-2" 9'-2" V-2" 9'-2" 0.036 10'-2" 10'-2" 10'-2" 10'-2" 7/6/2007 TABLE 4.7 TABLE 4.8 Page 1 of 21 N SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH NAND. AREA 0.042'k3'k8" Box Beam :Detail N30 Double0:0421!'x8".BoXBeam': DetaiIN25 Double0:032'k2"x6.625".BDx Beam: Detail N25) :. 0.042'X3'k6"BoxBeam DetaILN30 Double.0.042'k3'X8".BoXBeam DetaiIN25 Double 0.032'.7Q"x6:625".Box Beam'. Detai TABLE 5.1 Attached F eestanlimg�or .':-.: -r Attached ^ Free'standn or _: r Attached : Freestariding:or .. TABLE 5.1 ' " . '.AttacheC,. Freestanding or _ Attached Freestanding or: -=Attached f5reestantling or. ' 9 v. Structure •Mullis an Units Striidure.: MulUs an Units = Structure: Mullis anUriits Structure Mulli's ari'Unts.:' . <Stniduie' Multis an Urilts '-Structure Mullis an`Uriits-. :SNJOWWIDTH TRIB MAX POST MAX MAX POST LENGTH) .MAX ; % : +" :'MAX POST LENGTH MAX; r' "' -MAX POST LENGTH GROUND - TRIB .MAX ` POST -• MAX MAX POST LENGTH MAX .MAX POST LENGTH MAX "'MAX POST LENGTH POSTREO'D POST MIN FOOTER 8' _'I .10 I -7Y' ..POST"MIN FOOTER :e', `i0':, ,12'.,; •:POST fr11N FOOTER a -40' `12'•,' SNOW WIDTH ' POST REG POST MIN FOOTER -�8' : 10. '17-.PO§T, MIN FOOTER a"` .10 _42" POST: MIM FOOTER 6' 110 I': 12'(F7) SPACING F.OR SPACIN POST SIZE CONSTRAINED FOOTS - 6PACIN POS '`SIZE CONSTRAINED FOOTS SPACING POS SIZE' CONSTRAINED FOOTS LOAD : ,IFTJ . SPACING FOR,: 6PACIN POS SIZE CONSTRAINED FOO SPAOIN POST -.SIZE CONSTRAINEDFOOTS SPACING POS51ZE CONSTRAINEDFOOTEI ©N SLAB SLAB (FT) TYPE 'd' •d' 'Q ."d' (FT) 'TYPE . 'd'. d- 'e' •d'' ... (FTI TYPE '; "d' d• "•d'. ' 'd'.. (PSF) .. ON SLAB SLAB (F7) TYPE 'd' "d• 'd" "d• (FT) ' 'TYPE 'd' - ^d" 'd". 'd' (Fn •.. TYP 'd" ^T - "d' "d• 1 lin) ' .(in) (in) lin).. . (in - . (u1 (in) .Pn) .(b) t(in) .(n) , .(in (m). (in) (in) b). (ln)' (N) •. .' (in) - (in) - -" (m) (in) int' (in)' 90 MPH E�tPOSURE B - _- - _ 0 MPH EXPOSURE 8 10 41T-0' A 17-3" A 21 26 28 29 IT -3, B " 25 ' '. 29' 31 _ 32'. 17-11" - A- 22 26' '27 29 30 - 4 ' . 6'-0- A 6'-2• ' B 17 ' ~22 ' 23 -1 24 10'1" L 20. 25 ''27 28 .6'5'' 'B` 17 22 23 24' LIVE 4.5 A 11'-2" A 21 26 27 28 18'-2". B 25 29 31* 32 11'-11" A 22 25 27 28 4.5, SW A 5'5'•8 17 22 23 24 W,It' C 21 25 26 27.. 6'-7 a. .18 22 23 24 5 13'-T A 10'-0' A 22 25 27 28 17'-3" - B 26' 28 30 31, 11'-0" A 22 25 26 28 5 4'-10' A 5'-1'. B - 17 21 - 22 23' ':'S'-2- C 21 24 26 27 S' -r ..B 18 21 22 23 . 5.5 174" A 9'-71 A 22 25 26 27 .16'4" B 26 28. 30 31 10'4", A 22 24 26. 27 5.5 4'4" A 4'-8' B- 17. 21 22 - �23' .81, C... 21 24 25 26 5'-2" ..8 is. 21. 22 23 6 11'4' A 8'-11` A 22 24 26 27 15-2' a 26 28 29 31 Ir -S" A 22 24' 25 27 6 4'-0• A 4'-3" B 17 20 21.1 ' "22 . r-10` C 21 : 23 25 26 -4'5'" B 18 20 21 22 6.5 105" A 8'5'" A 22 . 24 25 26 14'4' B 26 '. 27 ' 29 30 9'-1' A 23 24 25 26 6.5' 3'-8" A 4'-W B 17 20J I21 -4 22 .7'' C - 21 23 24 26 4.5'• 8 18 20 21 22 7 95" A T-11' A 22 23 25 26 i13 --T 8 '26 27 . 28 '30 8'-T ^ f A; .23 23 25. 26 :.. 7: - T -V A 7.8" 8 17 r i1� X21 22: ' - 5-11• C 21: • 23 24 -- 25 -' 4'-2' B - 18 •.20 21 22 7.5 9'-r A 7'S' A' 22 23 24 26 12'-11" B - 27 27 - 28 29 . F.I. \A ' 23 23 24 26 7.5 312' • A : 3'L' B . 17 X19 20 -21 6'•6' • C .21 '.22 24 : ' 25 T-11" B' 18 19 20 21 8 8'5' A 7-11 .A 22 ' 23 24 - 25 t. ..174` B ' ''-.27 27. 28 t29 T-0"- A� �23- 23 24 25 8' 3'-0' A - T-3" B `1� 19 "20 ' 21 6'-7 'C 21 21 23 - 24 3'-9' B 18 18 20 21 A 8'-9' A 22 23 24 '25 11'-0' - B 27 27 27 29 7'4 A 23 23 24 25 8.5 2'-10' A 3'-1' .'B, /.17 19 20 21 5'=10• ' C 21 22 . _ .24 t 3'E• B ' 18 -19 20 21 9 7-r . A 6'-5' A 22 22 24 25 fit' -3" a 27 27 27' '28- T-0- - A '�23 23 24 25 9 2'5'" A 2.11" 18, 47 : . 18 '18 20 - 'S' -T' ': C 21 22 23 ' 24 " 3'4' -.8 18 19 20 20 9.5 T-7 A 6'-1" A 22 . _ . 22 23 24 10'-10",. .B 27 27 , 27 28 6--e A 23� X23 23 24' , 9.5, . 2'8' 'A 2'-9'� �B 17 1B 18. 20. 5'4•, C ..21 '21, 22. 24 3'-7 B. IS 18 . 19 20, 10 64" A , 5-10' A 22 22 23 24 10'S- B - 27 27 27 28 5'S" A. 23 . 'x.23" 23 .24 10 . 2'5'` _ _A. �Y-8'r B 17 18 19. 20. : 5'-1' C 21 21 . 22 23- .. 3'-0" .. B 18'. ' 18 19 20 11 6-7 A 5'4" A 23 23 23 24 9'-0` ' B 27 27 27 27 5'-11" A . 23 23t ,23 24 11 2'-2'- A. ,YS' B 17 18 19 20- 4'-8" C 22, 22. 22 23 : 2'-9" " B 18 .16 19 20 12 5'-0' A 5'4T A 23 23 23 23 9'-0' B , 28 28 28. 28 5'-0' A 23 23 \23'` 23 90 MPH EXPOSURE C - 13 5'-7 A 4'-T A 23 23 23 23 81-5: B 28 28 28 '28 ' S'-7 A 24 24 24't, X24. 14 4'-10' A 4'4' A 23 23 23 23' T-11' B 28 28 28 28 4'-17 B 24 24 24 �24� 16 4.1 A 4'-1' A 23 23 23 23 . .r5" B 28 28 28' 28 4'-T . B 24 24 24 244 10 4 1T-0• A 11'-0^ A 22 27 29 30.. 18'-9" B 26 31 32 34 12'-11" A 23 27. 29 30 LIVE 4.5 15'-1" A 10'-11" A 23 27 28 30 1r -e" B 27 30 32 33 11'-11" A 23 27 28 29 5 13'-r A 10'-7 A 23 26 28 29 18'-9- B 27 30 31 33. 11'4" A 24 26 28 29 . 5.5 1241 A e' -T A 23 26 27 29 15-11" B 27 29 31 32 10'J• A 24 28 27 28 6 1114" A 8'-11' A 23 25 27 28 . 15'-21-- -8 28 29 31 32 9%8^ A 24 25 27 28 6.5 1O'S A 8'5'' A 23 25 26 28 ' 14'41 - . B 28 ' 29 30- 32 1:1" A 24 25- 26 38•� 7 9'-0^ A T -t 1" A 24 25 ' 26 27 13'-T B 28 28 30 31 - W-7" A 24 25 26 `27� 7.5 9'-11 A TS" A 24 24 26 - 27 . 17-11" B 28 28 29 31 6'-1"' A 24 24 26� X27 A T-1" A 24 24 25 26 12'4" B 29 29 29 30 .. 7-T A 24 24 25/ ' 26 8.5 8'-0' A 6'-9" A 24 .24 25 26 11'-0" 'B .29 29 29 30 7'4" A 25 25 AS . 26- 9 7"-61 A 6'S' 'A 24 24 25 26 11'4' B 29 29 29 30 T-0' A ' 25 25/ y 25 26 . 9.5 71-7 A 6'-1` A 24 24 24 26 10'-10" B 29 .29 29 29 1W, A . 25 25� 25 26 10 6'-' A 5'-10" ' A 24 24 24 25 105- B 29 29 29 29 6'S' A 25 �25 25 25 11 6'-7 A 5'4" A 24 24 24 25 B'-0" B. 29 29 29 29 5'-11" A 25; /25 25 25 12 51-W A 5'-W A 24 24 24 24 9'-0" B 29 29 29 29 5'5'" A 25� - 25 25 ' 25 13 5'-7 A 4'-T' A 24 24. 24 24 8'S" B 30 30 30 30 5'4" A /26 25 25 25 14 4'-10' A 4'4" A 24 24 24 24 ' 7'.11" B 30 30 30 30 4'-10" B! �25 25 25 25 15 4'-6` A 4'-1"' A 24 24 24 24 r5" B 30 30 30 30 4' -rte - 25 25 25 25 20 4 8'-11' A TS A 18 ' 23 24 26 12'-10' B 22 28 28 ' 29 8� 1' A 18 23 24 25 LIVE 4.5 T-11' A 85'" A 18 23 24 25 11'5' B 22 28 27 28 �74. A 19 23 24 25 ' 5 T-1' A 6'-1" A 18 22 23 24 10'-10' B 22 25 27 28 6'-0' A 19 22. 23 24. 5.5 6'-5' A 5'5'" A 18 22 23 24 10'-1' B 22 25 28 28 . 8'4" A 19 22 23 24 6 5'-11" A 5'4` A 18 21 22 23 05` B 22 25 . 26 27 5'-0" A 18 21 22 23 6.5 5'-5" ' A 4'-10" A 18 21 22 23 8'-10" B 22 24 25 27 5'S" A 19 21 22 23 7 6'-1" A 4'5'' A 18 20 22 23 8.4' B 22 24 25 28 S-1• B 19 21 22 23 7.5 4'-0" A 4'4" A 18 20 21 22 - 7'-10' B 23 23 25 26 4'-0` B 19 20 21 22 8 4'5'" A '4'-0' A 18 20 21 22 TS" B 23 23 24 26 4'5'" B 19 20 21 22 8.5 4'4" A TAW A 18 20 21 22. T-1" B 23 23 24 25 4'4" B 19 20 21 22 9 X-11' A T -T A 19 19 20 . 21 6'5'' B 23 23 24 25 4'-1' B 19 19- 21 22 9.5 3'-8" A 3'S' A 19 19 20 21 6'5'" C 23 23 24 25 3'-10" B 19 19 20 21 - 10 T-6" A T-3- A 19 19 20 21 6'4' . C 23 23 23 24 T-8- B 18 18 20 21 11 T-2" A T-0• A 19 19 20 20 5'-0' C 23 23 23 24 3'S" 8 19 19 20 21 12 7-11" A Z-0' A 19 19 19 20 5'4` C 23 23 23 23 3'-1' B 19 to 19 20 13 7-07 A 75' A 19 19 20 20 4'-10" C 23 23 23 23 7-11" B 19 19 20 20 14 7.6" A Z4" A 19 19 20 " 21 - 4'-T C 23 23 23 ' 23 7-0' B 20 20 20 21 15 2'4" 1.A Z4' A 19 19 20 , 21 ' 23 23 27 23 YS' R 70 70 2n 71 30 4 6'-0'� /A '6'-7 B 18 � 23 24 26 10-11' C 22 27 28 29 � 6'-0" B 1B 22 23 24 ' 4.5 5'4� f4'-10' A 5'S' B 18 23 24 25 � 0-11" G - 22 26 28 29. , 0-7 B 18 22 23 24 5 �4'4" 'A 5'-1' B 18 22 23 24 e'4' C 22 28 27 2B 5'-T B 19 21 22 23 23 5.5� A 4'-6 B 18 22 23 24 8'5'' C ' 22 25 26 28 5'-2' B 18 21 22 �A6"' 4b" A 4'-3" B 18 21 22 23 T-10' C 22 25 26 27 4'-9" B 19 20 21 22 B.S. "',7\ T-8" T-5- A A 4'4r T-8" 'B B 1e 18 21 20 22 22 - 23 23 r4" 6'-111. C C 22 23 24 24 26 25 27 28 - W-6" 4%2" B B 19 19 20 20 21 21 22 22 7.5� 3'-2• A X -G` B 18 20 21 22 65" C 23 23 25 26 3'-111 B 19 19 20 21 8.Y -0j, A T-3' . B 18 20 21 22 . 6-7 C. 23 23 24 26 . W-8' ' B 18 79 20 21 ' 8.5 7`0"\ A T-1' B 18 20 21 '. 22 :5'-10" C 23 23 '24 - 25 T-6- B 18 18 20 21 ,A 7-11"- B 16 1B 20 21 S -T C 23 '23 24 25 .3-4-. B 19 18 20 20 9.5 2'5' ` A\ 2'-9' B 18 19 2027 .. 5'4^. - C 23 23 24.. 25 3'-7 1B. 20 '. 10 7-5• �A ),2'-0` B 18 19 20 , 21.. 5-1".' C 23 23 23 .24' 7'-0". ,B' 19. 19 19 20 11 2--7 A�. . 75' B 18.. ' 19 20 21 4*4r . C . -•. 23 - 23 23 ,: 24 7-9' '•B. • 19 18 19 . 20 BUTTE CC'J -2.42007 2 '4e 2oO/ Page2 of 21 BUILDING DIVISIOl� APPROVED SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MP.H WIND.AREAS 0.042'7Cd'k8"'Box Beam Detail'N30 Double 0.042'X3`x8"-BoX.Beem Detail N251 Double 0.032"x2"'x6.6 TABLE 61 25" Box Beam.(Detall N25) . 0.042'767x8':Box Beam Detail N30 Double`0.042'7cTW". Box.Beam (Detail. N25] DOuble.0:032W"x6.625" Box Beam ( Detail N25 ch d -' Atta e . , Freestanding or -• r Attached' Freestanding or, :. Attached- Freestanding or - - TABLE 5.1 _ > Attached` Freestanding or. Attached Freestanding or..'� - < _ SWcture Mullis an Units • Stricture Multis an Units Stnictuie Mullis Bn Units ROUND TRIB MAX POST' 'MAX MAX POST LENGTH: MAX• -. MAX POSTLENGTH:, MAX - ': -';.. '?MAx POST LENGTH DN _ '� Attached Freestanding or Structure' Mattis an Units:- Structure MuiGs an Units Structure Mullis an Units WTRIB MAX POST MAX '.: ;- - MAX POSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH - SNOW' WIDTH POST RE POST MIN FOOTER 8' I 10' I X12' - POST' •MIN FOOTER 8' •I 10;, I 12'. ..POST MIN FOOTER e' h 10;• I �12' N4DTH'PO$T, REO POST .:MIN FOOTER 8',' '10'; '.17 ,POST 'MIN'S FOOTER . e'... ''10' .1 .�. _ I „ -I . . I 2 �'PO$T .MIN FOOTER :8'. 110' 117 LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOT SPACIN POST SIZE CONSTRAINED FOOTS 'SPACING POS. SIZE CONSTRAINED.FOO _(FT) SPACING FOR. SPACIN POS :. SIZE 14;ONSTRAINED FOOTS' BPACIN POST SIZE CONSTRAINED FOOTS SPACINGCONSTRAINED FOOTEI(PSF) ON SLAB SLAB (FT) TYPE 'd• -,r •d' '8 (FT) TYPE •d •� 'd' .'� .. -, .(FTI TYPE � 'd' ' .'•T 'd• d•ON SLAB -SLAB (FT) TYP 'd' ' "d• ' 'd•, 'd . . (FT) TYPE 'd'. -d' . •d' (FT) TYP : "d' 'd'. Pd" -d- (FT) (in) in (in) .,tin. _ - (in` 'lin (in Itnl _ lin). ' lin" to - 90 MPH EXPOSURE C : • - -• m "(N) '•. (ml . (in n) (in Im). (n in).' _.(in inin) (In).' - .. 90 MP EXPOSURE 20 4 8'-11• A r5" A 19 24 26 27 17-10" B " 23 " 28. '29 31- 8'-1' A ' 20 ' 24 28 ' -.27., 60 , 4 HEX RE Tor 'A .` 3-0 .B 11 18` 20 21 - 6'-3'� , C 17 22 - 29 '...25 3'4• B 14 ' 18 20 21 LIVE 4.5' T-11' A I.S. A 19 24 25 26 li--r B 23 27 29 .30 7'-4^ A 20 24 25 28 4.5 - 2.4' A 3'-0 B -14,. 18 20 20 - V.S. C 17 22 23 .24 3'S" S 14 18 20 21 5 T-1' A 6'-1" A 19 23 24 26 10'-10' B 23 27 28 29 6'-0" .'A 20 23 24 : 26 ' 5 - 2'S• A T-S"B 14 18 '19 20 5'-2' C 17 . 21 22' 23 3'4" B. 14 18 . 18 20 5.5 6'4' A 5'4" . A. 19 23 24 .25 10'4• 8 24 26 28 29 43.3'. A 20 23 - 24 25 . 5.5 2'-2' A T.V 8 14 18 19 19 '. 4'4• C 17 21 22 23- 7-10•. B 44 18 18 20 6 5'-11• A 5'-3" A 19 22 23 25 9'43• B 24. 26 27 • 28 5'4" A 20 22 - 24 25 5 7-0" A . 7J' B 14 17 18 19 45' C. 17 20 2i '22' 7-7" 8, t 15 17• 16 19 6.5 5'43" A 4'-10' A 20 22 - 23 248'-10' B ' 20 ' 25 2T 28. 5'43^ A 20 22 23.' '24 . 8.5 1',10` A 7-1' 8 11 17 ' 18' 18,` 4'-1' C 17 20 21 '22 743" B 15 17 18 19 . 5'-1" A 4'4• A 20 21 27 24 ,'- 8'�• B 24 '25 28 -28 -5'-1 `. - B - 20. 22 .23 21 7 9.4' - A T-11". B' 14' 17 18 18`. 3•-10', " C ' '17 . ` !20 . `�21 '22 : '7J• 8 15 ' 17: AIa 19 7.5 4.4• A 1'4' A 20 21 22 ' '23 T-10- .B 24- ` 25 26 27 4'A' B 20 . 21 22' 23 7.5 1'-7' A. V-10' 8 14 16 17 1B, 3'-7' C 17. 19 20' _ 21 • '•2;-1• . B 15 17 17 18 . 8 4.43" A 4'-0' - A 20 21 22 23 'TS' B - 24 ' 24 26 ' - 27 4'4" • B. 20 21 22: '•23 8 15' A 1.4' B. 14 1B 17 18 33 'C 17 .1B "20 21 ' .,`Y-0" 8' 15 18 17 18 8.5 4'-2' A T-10' A 20 21 22 23 T-1," B 24. 24. 25 ., 28 : 4:-3' B.. 21 21 22 ,.29 8.5 1'-5' A 1'-T B . ' 14 - 17 18 18 '..3'-2" C 17 1B .20' 21 1'-10• B 15 17 18 18 . 9 3'-11' A Y -T A 20 20 21 ' 22' B'A• B 24 ' 24 25" '26 4'-1^ B 21 21 22 23 9' l4' - A 15' ` B 14 17, 18 18 " 3'-0•.... C • 17 - 16 20 20 I'S" . -B 15 17 18 19 8.5 3'4" A 3'43 A 20 20 21 22 - SS' C -24 24 25 28 J'-10' B 21 '. .2L 21 .22 O.S. 4.4' A' 1'43 B ..'94 .17: -18 - .19 7-10'. C .17 '18- •1B• 20-. ''.1'4• '-B 1517 18 18 10 3'43 A 0'43' A 20 20 21 22 W-2" C 24 24 24.. 26 3'4' �B 21 21 21 22, 90 MPH EXPOSURE -C ' - ' 11 3'-T A 3'-0' - A 20 20 20 21 434 G 25 ' 25 25 25 T-6" B 21 '21 21 ' 22 60 41, T-0' A 3'-4" 15 20 - 21 22 ` 6'-37 C 18 23 25 28 3'4' r 8 15.. 20 .' 21 ' .22 12. . 7-11' A 7A' A 20 20 20 21 ' SJ' C 2S.- 25 25 25 T-1' 8 21 •Tt` - -21 21 '4.5 2'4• A 3'4" B 15 - 19 20 21 5'4" C ; 18' 23 ' 24 '25 -3'43• _ B 15 '20 21 22 13 - 2'4" A 74' - A' 20 20', 21 21 ` 4'-f 0• C 25 25 25 26 7-11' B 21 21'.. 21 '21 5 7'5' A 74^ - B 15 19 -2D 21 .5'-2' C 18 22. 23 �s T-1` B 15 19 20 21 90 MPH EXPOSURE 8 25 4 T-2" A T-1• A 18 23 24 25 1743` ' C - 21 26 26 � 28 : 7'4' ' B - 18 23 24 25 28 4.5 434• A SS• B 18 22 24 25 1V-4" C 21 26 27 28 T-1" 8 19 22 24 25 .22 5 • 5'4" A 5'-11• 9 18 ' 22, 23 . 24 10'43• C 22 25 27 28 e'-8• B , 18 22 23 24 20 5.5 5'-2' A SS B 16 21 23 24 I.S. C 22 25 26 27 6'-0" a 19 21 23 24 24 81-T 6 4'43" A 5'O• B 18 21 22 23 9-I• C 22 24 26 27 5'-T B 19 21 22 -23 22 6.5 4'S" A 4'4' B 18 21 22 23 8'4• C 22 24 25 26 51-2' B 19 21 22 23 24 7 4'-1 • A 4'4' B 18 20 ' 21 22 a-0•' C 22 24 25 26 4'-10'. B 19 20 22 .22 9.5 T -O" A 3•J" B 7.5 3'-10' A 4'-1' B 18 20 21 22 '7-7- , C 22 23 25 26 - 4'-T B 19 20 21 22 24 8 T-7" ' A T-10• 8 18 20 21 22 .11. C . 22 Y! 24 25 4'-4' B 19 20 21 . 22 2a 8.5 3'4" A 3'4• 8 18 19 20 21: V-10" C 22 23 21 .25 4'-1' B 18 20 21 22 9 Y-2• A - 3'S 8 18 19 ' 20 21 - SS C 22 22 24 25 3'-11' B 19 19 20 21 9.5 T-7' A T' 3" a, 18 19 20 21 S-2' c 23 23 23 24 3'4• 8 18. 19 " 20 21 10 2'-f0• A T-1" B 18 19 20 21 5-11" C 23 23 29 24 9'43 B 18. 19 20 21 11 7-7' A 7-10' B 18 18 19 20_ SS' .0 23 23 23 24' 3'4" B 19 19 19 20 25 4 1-2" - A T-1" A 18 24 25 27 12'S• C '23 28' 29 30 79 B 19 24 25 28' 4.5 434" A 6'43' B 18 23 25 26 11'-0' C 23 27 28 .30 T-1' ' B 20 - 23 25 26 5 S-9" A 51-11• B 19 23 24 25 10.43` C -23 ZB 28 29 434" B 20 23 24 25 5.5 S`_r A SS• B 1 B .22 24 25 9'4• C 23 26 27 29 ('-0" B . 20 22 24 25 ' 6 4'-0" A S-0" B 19 22 23 24- 18'-1• C 23 25 27 28 �S-7' B 20 22 23 24 6.5 4'S" A 4'4" B - 19 22 23 24 8'43 C 24 25' 27 28 ' S'"r B 20 22 23 24 7 4'-1" A 4'4• a 19 21 22 24 81-T c 24 25 26 27 4'-10' B 20 21 23 24 7.5• T-10' A 4'-1• 8 19 21 22 23 T-7• C' 24 24 26 27 4'-T B 20 21 22 23 8 T -T A T-10" B 19 21 - 22 23 T -Y C 24 24 25 27 4'4• 8 20 21 22 23 . 8.5 3'i" A 3'4• B 19 20 22 22 6'-10' C 24 24 25 26 4•-1• B 20 20 22 23 9 3'-2• A T -r B 19 20 21 22 I.S. O 24 24 25 26 T-11• B ..20 20 ' 21 22 9.5 T -O" A 3•J" B 19 20 21 22 S-7 C 24 24 24 26 - T -S" B 20 20 21 2Z 10 7-10• A 3•-1• B 20 20 21 22 5-11• C 24 24 24 25 3.4• 8 20 20 21 22 �11 7-71 A TAU, B � 20 20 20 21 'SS" c 24' 24 24 25' 3'4` B'� -20 ' 20 20- 21 tz z•�" A ra• a zD 2a 20 z1 s'-0" c s4 ' z4 2a . .253•-0• a zo zo zo 21 1.'CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE POST SPACING.' '7'A' 1" 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE OIC SPACING OR p OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE' APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST W MAY BE USED -FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOWS AND 10 FROM ABOVE HANG FT 6 0 4- 1. 4.5' 7 S' 3' 5.5 4. 8. S 7' T 7.5' e' 8' 10' 8' S. 2-2' A 74` B 15 19 20 20 4'-0' C 18., 22 23 .24 .2'-10" 8 15 19 20 27 6.43 6 2'4" A ' 7J• - B 15 18 19 20 4.43• C 18 21 23 24 .'7-7" B 15 18 19 20 7.6 8.5 1'-10• A 7-1• B 15' 18 19 - 20 4'-1' C 18 21 22 23 . 743' 8 16 18 19 20 8.43 7 1'IT 'A 1'-11• B 15 17 1B '19 7-10• C f9 21 22 23 7.3• B 16 18 19 20 9.'43 7.5 1•-r A 1'-10' B 15 17 18 18' 3'-T C 19 20 - 21 72 7-1' 8 16 17 18 19 10.5 8 1 1'-6' A j 1'4• 1, B 15 17 18 1 19 3'4' 1 C 1 19 1 20 21 22. 11 X-C" 1 B 1 16 1 17 16 1 19 OVER, ' i7 125' 13' 13.5' 14' 14.5 TABLE 5.2 TRIBUTARY MOTHS FOR SINGLE SPAN ATTACHED STRUCTURES 143 TABLE 5A Post Requirements for 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE OIC SPACING OR p OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE' APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST W MAY BE USED -FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOWS AND 10 FROM ABOVE HANG FT 6 0 4- 1. 4.5' 7 S' 3' 5.5 4. 8. S 7' T 7.5' e' 8' 10' 8' Amerlmax Building Products 6208 Tennyson Parkway Piano, Texas 75024 Carl Putnam, P. E. 34411vylink Place Lynchburg, VA 24503 . (434) 3842514 ca rl outna mlIDcomcast n et AUG 42 IV# 716/2Ob7 Page 3 of 21 PROJECTION OF SINGLE SPAN STUCTURES 9' 10' 111•-. 17 13' 14' 143 16' 17 18• 18• 20' 21' 27 4.43 S 5.5 6' 6.43 r 7.43 8• 8.43 9' 9.5110' 10.5' 11' S 5.43 S ' 6.5' T 7.5 8' B.S g 9.43 10 10.5' 11• 11.5' 5.43 6' 6.0 T 7.6 8' 8.43 9' 9.T 10• 10.5' 11' 11.5' 17 S 6.51 r 7.43 8' 8.51 9' 'S.S 10' 10.5' it' 11.5'17 125' 6.61 r 7.51 8' 8.43 9' 8.51 10' 10.5' 11' 11.5 17 125' 17 r 7.5 8' 8.51 9' 9.5' 10' 10.5 11' 11.5' 12' 1243 13' 13.5' 7.5 8' 6.43 9' 9.'43 1D' 10.5' 11• 11.5' 17 12.5' IT 13.5' 14' 8' 18.43 9' 8.43 10' 10.5' 11' 11.5' 17 12.5 13' 13.5' 14' 14.5' 8.43 r 9.51 10• 10.5 11' 11.4 17 125, 13' 13.5' 14' 14.5' 15' 8' 9.51 10 10.51 11' 11.5' 17 125 13' 13.5 14' 14.5 15' 15.5' 9.5' 10' 10.6' 11' 11.5 ' i7 125' 13' 13.5' 14' 14.5 IS 15.5' 143 TABLE 5A Post Requirements for BLE 6.7 PosfRequirements for Attached Structure FreestandingStructures Post Description Maximum Max POST t Description Max POST H 1 0.D41'X8x3" Steel Clover Footing d = 23" Het ht 17 D "x1.5'Sd.S" 8' _ A "x1.5"x1.5" Scroll 17 A 0.041"x3" x3" Steel Clover d =.23". 8' ' E with Sideplates 17 A 0.188"x3"x3" Steel Square d = 37" 15' F 10"X3"X3" Plum '12' " B- 0:188"x4"x4"Steel Square d = 44" is,. G )62" Extruded 17. C 0.188"x5"4" Steel Square d = 49" 18' H Amerlmax Building Products 6208 Tennyson Parkway Piano, Texas 75024 Carl Putnam, P. E. 34411vylink Place Lynchburg, VA 24503 . (434) 3842514 ca rl outna mlIDcomcast n et AUG 42 IV# 716/2Ob7 Page 3 of 21 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS 12 Ga 3'7L8" Steel C Beam. Detail c.. 16 Ga 34x8: Steel C Beam• Detail T ". - Double /2:43a'3 k8"Steel C Beam(Tand f TABLE M Attached - Freestanding or } :, Attached; Freestand ng or ': Attached_ . FreestenCing_of. SWcture Mullis an Units - SWdure:' Multls lin Unds Stnidure. Multis an`Units= .' C GROUND 'TRIB MAX POST MAX B _28 MAX POST LENGTH,:. MAX.. .;; :" " h MAX POST LENGTH MAX .r " '. MAX POST LENGTH' 43 SNOW WIDTH POST REDS POST MIN FOOTER 6 ' I _17 ' :.18" POST - 'MIN FOOTER-.8r:I i17 I 18 , ; POS7 MIN FOOTER 8' 18' 35'5' LOAD (FT) SPAGNG FOR SPACIN POST SIZE-, CONSTRAINED FOO TE SPACINGPOS C -SIZE CONSTRAINED FOOTE SPACING POB; SIZE` '. CONSTRAINED FOOTEi B (PSF) 32 ON SLAB SLAB (FT) TYPE 'd' '4' ^d'•d' (FT) TYPE 'd 'd' . "d''d'-' (FT), TYP d' d v. - 'd', 32 33 37 F4 21.5'. C 30 (in). (in) .'n) 39 _ 33'-0" (in) �..(m).. ; (In)-. (in)- 35 (M) (m) ' Iml =im) 32 90 MPH EXPOSURE 9 , ` 10- 4 17'-0' A 31.4- C 29 33 1 37. 40 ''25'-6- B - 27 - 31 - 35 ' 38'" " 39'5"- O 31. ' 34 "3B ' 42 LIVE 4.5 1S-1" A 30'-2" C 30 33 36 40 2451' a 28. 31 34 38 38'-0• _" D 32 34 37 41 D 5 13'-7" A 29'-1" C 30 32 36 40 23'5' C 28 31 34 38: . 366' D 33 34 37.' 41. 35 5.5 124' A 28'-2• C 31 32 36 39 22.11- C ,29 31 34• 37 35'-7" D 34 '34 .37 .41 35 6 11'4' A 2T -S` 0 32 32 35 39' 275' C 30 _' 30 34 3.7 ' ' 345" D 34 34; 37 40 36 6.5 10'S A 265- "' 0 32. 32 35 39 21'-8^ C 30 .30 33 37'. 33'-7'; D 35 .. 35 36 . 40 39 7 9151' A 26-0" D 33 33 35 39'' ' ..21-Y C> 31 31 ' . 33 37.. 32'-10". D 35 35 • *36 40 .1T-11' 7.5 9'-1' A 25'S D 33 33 3S 38 265- C 31 31 33 , '36 32'-1" D . 36 36 36 _ �' 40 0 8 8151' A 24'-11' 0 34 34 35 38 20'-2 'D '32 32 33 36' •31'4" D 37 37 37 38 35 8.5 8'-0" A 24'S• D 34 . 34 34 38 . 19'A' : D 32 32 33 36. 30'-9^ 'D 37 37.' 37 39 38 9 7'$ A 2T-11" D 35 35 35 36' ' 19'-2' 0 32 32 32. 36 • 39-2" D 7" 37 " 37 31 39 36 9.5 7-2 A 234" D 35 35 35 38 ` 18'51' .-D' 33 33; 33 36'' 29W' .D„ 38 38 38 39. 37 10 61-8' A 23'-1' " D 38 36 36 37 .18'-2" D 33 33 ' 33 35 29'-1" D 38 138 38 .' 39 , `2T-10• 11 6'-2" A 275' D 36 36 36 '37 1T4" 0 33 33 33 35 ' 28'-2' D 39 ' 39 39 39 3'-0' 12 5'4" A 215' 0 37 37 37 37 - 16'-7- " D 34 34 34, 35 27'51" E 49 40 40 46 29 13 5' 2" A 21'-2" D 38 38 38 38' 15'-11' - D .34 34 34 34' 26'5' E 41 41 41 41 27 144'-19 29 A 20'8' D 38 38 38 38 15'-3" D '35 35 35 35 ` Z6'-0" E - 41 41' 41 41 15 4'4' A 29-2- D 39 39 79 39 14'-7- D 35 35.' 35 35 - 25'-5" E 42 42 42 42 90 MPH EXPOSURE C 31 34 :195" 0 27 27 p' 31 7t EXP 6/30/ 9 2'-0" A 15'-1' E 30 30 30 34 10 4 17'-0' A 29'S' C 30 '34 i38 42 23'-10' B _28 32 36 40' 37'-1' C 33 35 39 , 43 LIVE 4.5 15'-1' A 28'J" C 31 34 37 '41 : 22'-11", B 29 3235 32 39 35'5' C 34 35 39 43 35 5 13'-7` A 2T-4' C 32 33 37. 41 .22'-Y B 30 32 35 39 .34'5' 0 34 35 38 42 32 5.5 12'-4' A 2651" C 32 33 37 41 21.5'. C 30 32- 35 39 _ 33'-0" D 35 35 38 42, 32 6 11'4' A 25'5' C 33 33 37 40 20'-10" C 31 31 35 38 37-4" 0 36 36 38 42 E 6.5 10'-5' A 2F -T D 34 34 36 40 20'4' - C 31 31 34 ' 38 31'5' D - 36 36 38 41 24'3' 7 91" A 24'S D 34 34 36 40 ' 19-10" C 32 -32 34 38 - 365' - D 37 37 37 41 35 7.5 9'-1" A 23'-1V 0 35 35 36 40 19'4'.: C . 32 32 34 . 38 ' 30'-1' D 38 38 38 • 41 31 8 it -W A 274• O 35 35 36 '3Q'; „18'-11". .0 33'. 33 34 .37 .29'-5" D 38 38 J8.. 41 29 8.5 8'-0' A 22'-19 D 36 36 36 39 18'-7' C 33 33 34. 37 28'-10" 0 39 39 39 41 29 9 7'-6" A 22'S D 38 36 36 39 18'-2', D 34 34 34 37.' 283- D 39 39 39. 40 D ' 9.5 T-2" A 27-0• D 37 37 37 39 .1T-11' 0 34 34 34 . 37 : '2T3" •0 40 40 40 40 11'4• 10 6'-9" A 2V-8' D 37 37 37 39 - 1T-7' 0 35 35 35 37 274' D 40 40 40 40 36 1.1 6'-2" A 21'•0• / D 38 38 38 38 IV -a'" D 35 35 35 36 26'S' D 41 41 41 41 34 12 5'51" A 20'4' 0 39 39 39 39 16'-0" D 36- 38 36 36 255' D 42 42 42 42 13 SQ" A 19'-1P 0 39 , 39 39 39 154- -D 36 36 36 36 25'-0' D 42 42 42 42 - 0 14 4'-10' A 194' D 40 40 40 40 14'5'. 0 37 37 37 37 24'5' E 43 43 43 43 " 15 4'51" A 18'-11' - D 41 41 41 41 14'J' D 37' 31 37 37 `2T-10• E 44 4 1 44 44 20 4 •8'-1l' - A 24'-11" ' D 27 ' 31 35' 38 : 20'5- C . 25 30 • 33 36' 31'5' 0 * 29 32 36 40 LIVE 4.5 T-1'1" A 24b" D 28 31 34 38 - 19'5 D 26 29 32 36 30'-3' D 30 32 35 39 35 5 7'-1"A 23'-2" 0 28 31 34 38 : 18'5' D 26 29 32 36 29'-2' D 30 32 35 39 32 5.5 6'-5" A 273' D 29 30 34 37 1T-10" D 27 29 32 35 28'J' 0 31 31 35 38 32 6 5'-11' A 21'3" O 29 30 33 37 IT -V ' D 27 28 31 35 2TS' D 32 32 35 38 E 6.5 5151" A 21'-3' D 30 30 - 33 37 164' D 27 28 31 34 26'-0' - E 32 92 34 38 24'3' 7 5'-1" A 20'5" D 30 30 33 36 1513" 0 28 28 31 34 - 26'-1' E 33 33 34 38 35 7.5 41" A 20'5" O 31 31 33 36 15'-1' "D ' - 28 28' '30' 34 25'5" E ' 33 33 '34 L 37 31 8 41" A 19'3" D 31 31 ' 33 36 14'5 0 28 28 30 33 - 24'-11" E 34 34 34 37 29 8.5 4.3" A 195 O 32 32 ,32 36 14'-0" D 28 28 30 33 24'S' E 34 34 34 37 29 9 T-11" A 19-0' D 32 32 32 36 13'6' D 29 -29 30 33 24'-0' E 35 35 35' 37 D ' 9.5 X-9" A 18'5" E 33 33 - 33 36 13'-1" D 29 29 - 29 33 23'-7' E 35 35 35 37 11'4• 10 3'51" A 1814" E 33 33 33 35 175" D 29 29 29 32 23'4" E 36 36 36 37 36 11 X-2" A 174" E 33 33 33 35 11'-11" D 29 29 29 32 22'S" E 36 36 36 36' 34 12 2'-11' A 193• E 34 34 34 35 1113- . 0 30 30 30 31 21'-9' E 37 37 37 37 13 2'S" A 16-1" E 34 34 34 34 10'5" D 30 30 30 31 - 21'.7" E 38 38 38 38 0 14 251" A 15 " E 35 35 35 ' 35 10'-2" D 3D . 30 30' J1'11 20'5" E 38 38 1 36 1 38 " 15 2'4" A ' 151-0' E 35 35 35 35 93" D 31 31 31 - 31 W-3" I E 34 39 39 39 4 - 12 Ga 34x8" Steel Geeam. Detailr 16 Ga 34x8'. Steel C Beam Detail T (Fuble'12 Ga.3'W" Steel C Beam (Tand ;. " TABLE 5.6 `=� Attached � FreeStandng,or'., ' Attached. •Freestanding or. '' Attached-. Freestanding or r Structure. Multis an Units: -. Stricture Multi9 an Units ' ; §lructure Multis an Units GROUND7RI8- MAX POS7',JMAX-I 'MAX POST LENGTH'` .'MAX" "'MAXPOST LENGTH MAX` MAX PO67.LENDTN .LOT. POST' REO POST MIN FOOTER 8', - I , 17.`-I - 18' 'POST IN FOOTER :8'. I 1718' 'POST' MM FOOTER -8' I 17 ' -J4 LOAD :, , jFT) .SPACING FOR. SPACIN POS SIZE CONSTRAINED FOOTER SPACING'POST51ZE' CONSTRAINED iFC;OTgR SPACING POS51ZE' CONSTRAINED FOOT d . ' 'dTYP .•d'(PSF) ON SLAB SLAB (FT) . d(F7) TYPE d(F7) 'd•;'d 'd" (in) (in) (in) (In) (in)1'.-(In): IN in)' 1 (in) M). (In) i(fn 90 MPH EXPOSURELB. - .. ... .... 30 4, ' 6'-0' A- 23'-1• D 26 31 - ' 34 37' ' 18'-0' 0 24 29 32 - 38 29'-1' ';E 28 .32 35 " 39 4.5 5'4* A 22'4". D 27 30 34. 37 1T-8- D -.25 . 29 32 3S 281•0' 'E 29 31 35, 38 5 4'-10" A . 21'S'- D 27 30 33 37 .16'-9' • 0 25 28 31 35 ' 27-0' E. 30 31 34 38 5.5 4'4' A. 20'5" D. .28- 30 33 36' 15'-11' D 28 28 31 34 26'-2. E 30 31 34 38 6 '411. A 20'-7 E 29. 30 33 36 15-1" D 28 28 .30 34 25'S" E 31 31 34 37 6.5' 3'S' A 1915' E 29 29' 33 36 14'51' D 26 27 '36 33 24'5' :E 31 •31 34 • 37 -7., TS' A 18.4' E 30 30 32: 36 - '13'3"', D 27 27 30' 33.,.. 1241-21 E 32 32 '•. 33 37 7.5 ' T-2" 'A 18'3.' E 30. 30 32 36 13'-2" D 27 27 29: 33 23'77". - E 32 32 33.' 37 6 3'-0' A 18'<' E. 31 31 3235 175' 0, ' 27 27 29 32 .`23'-i' E • 37 - 33 - 33. , ' 37 7-10' A 1TAV E 31 31 32 35 12'¢" D 27 27 29. 32 .22'5' E' 33 33 33 36 .9 2'51' 'A 17-4' E 31 31 32 ^ 35 '. 11'3" D 27 `27 29' 32 27-2 E * 34 34 34 36 9.5 76" A 16-10'. E 31 ' 31.. 31 35' `.714•. D. 28 2B '.28 31 21'-17 E 34 ' 34 34 38 90 . 2'51' A 16'5" E 32 32 32 34 111-0" D ' 28 28' 28 31 21'5 E- 35 .35 35 36 X11 2'-2' 'A 15'5' E 32 32' 32 34 10'-4" D 28 28 28 -31`: '20.5•.' E 35 35 - 35 -36 Rn NPH FXP[19',RF f. L ' 30 4 - 6'-0" A 2T-1" 0 28 32 38 39 45• D 26: 31 34 37 29-1'. E - 30 32 ' 35' 39 40 ' 4.5 5'4" A 22'12- D 29 32 35 39 ITS" D 27 30 33 37 28'-0' E 31 31 35 38 5 4'-10' A 21'51 D 29 32 35 39 163' D 21 30 33 36 27-0' E 32 32 34 '38 ' 5.5 4'4' A 20'3" D 30 31 35 38 15-11" D 27 29 32 36 .26-2 E 32 32 34 38 6- 4'-0' A' 20'-2" E 31 ' 31 34 38 15'-1" D 28 29 32 35 . 25'S E 33 33 34 37 6.5 3151" A 19'5" E 31 31 34 38 - 14W D 28 29 32 35 24'3' E 34 34 34 - 37 7 3151" A 19-21 E 32 32 34 38 1313" D 28 28 31 35 24'-2' E 34 - 34 34 37 7.5 3'-21 A 1Bb" E 32 32 '34 37 111". D 29 29 31 34 ' 23-7, E 35 35- 35 37 8 3'-0" A 18'-4" E 33 33 34 97 175' D 29 29 31 34 23'-1` E 3S 35 3S 37 '8.5 7-70" A 17".iv E 33 33 33 37 17-2' D 29 29 . 30 34 276' . E .36 36 36 36 '9 2'51'- A 17"4" E 33 33 33 37 11'3" D ' 28 - 2B 30 33 . 22'-2' E 38 36 36 36 9.5 751' A W-10" E 34 34 34 36 11'4• D 29 29 30 ' 33 21'-10" . E ' 37 '37 37 37 10 7:5" :•A 1651 E 34 34 34 36 11'-0' D 30 30 30 33 , 21'S".` 'E ' 37. 37 37. 37 11 '. . 2'-Y A 15'54 E 34 34 34 38 104" D 90 •30 :30 . 32 - 20'5' ..E _ 38 38 38' 38 _ 90 MPH EXPOSURE C - - 40 4 ' W-6 'A 21'-0' D 27 31 35 38' 163".' D 25 28 33 36 265. E 29 32 36 -40 4.5 4'-0' A 20'-Y E 28 ' 31 34 38 151-3• 0 25 29 32. 352515 E 3032 38 39 ' 5 T-7" A 1915 E 28 31 34 38 '14'•3" D . 26 29 32 35 24'-7' E ' 31 32 3S 39. 5.5 3'.3' A 18'-10"E 29 31 34 37 IT -6' O 26 28 31 34 23'3" E 31 32' 35 39 f 6 T -W. A . 18'4' - _E : 30 30 ' 34 37 17-9" D 26 28 31. 34 23'-T E 32 32 35 38 6.5 2'-0' A 1T-0" `E 30 30 33 37 17-2" O 26 '27 30 34 225 E 33. 33 34 38 7 7-7- A 17'-1" E 30 30 33 37 11'-7- D 27 27 30 33 21'-11" E 33 33 34 38 7.5 2'51 A 16-7' I E 31 31 33 36 11'-1' D 27 27 30 33 21'S- E 34 34 ' 34 . 38 9EX-Cr A 18'-0" E 31 31 32 38 10'5' D 27 27 29 32 21'-0' E 34 34 34 37 8.5A 15•-T E 31' 31 32 36 10'-34 D 27 27 29 32 20'-7' E 35 35 35 'J7 9A 15-1' E 32 32 32 35 9'•10" E 282829 32 20'-2" F 35 35 35 379.5-A 14'•9" E 32 32 32 35 9'1.E' 28 20 29 32 . 19'-10" F 3510A 14'4" E 32 32 • 32 35 9'4' E 26 28 28 31 . 19'5 F ' 36 9D MPH EXPOSURE 13 - 40 4 '. 451' A 21'-0' D 25-30. 33 97 16'J• 0 23 28 31 34 4.5 4'-0" " A 20`4" " E 26 30 33 36 15'-3" D" 25 28 31 34 " 5 3'-T A 165' E 27 28 32 38 14'J' D 28 27 30 33 5.5 3'51' A 16-10' E 27 29 32 36 13'5' D 26 27 30 33 6 3'-0' A 18'4" E - 28 29 32 35 173• .D 26 26 29 32 6.5 2'-0' A 1T5• E 28 29 32 35 ' 17-Y' D 26 28 29 32 7 7-7' A .1T-1" E 29 29 31 35 11'-T D 27 27 29 32 7.5 2'-5" A- 16'-7' E 29 29' .31 34 11'-1" D 27 27 28 31 W a 2'J" A 16-0' E 29 29 311. 34 1V-6 D 27 21 28 31 8139 ' 8.5 2'-1• ' A 1SW" E 29 29 31 34 :195" 0 27 27 28 31 7t EXP 6/30/ 9 2'-0" A 15'-1' E 30 30 30 34 9'-10" E 28 28 28 30 9.5 1'-11' A W-10" E 30 30 30 34 95' E 28 28 28 30 10 1'4' A 14'4" E 30 30 30 33 9•Y E 28 28 28 30 1 CIVIL a 61 . 2007 BUTTS COUNTYASG 241007 Page 4'If 21 BUILDING DIVIS10K APPROVED SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVE RS.90 MPH WIND AREAS 12 Ga 3'k8" Steel C Beam Detail T - :' 16 Ga 374"..Steel O Beam Detail T Double 12 Ga T.Afl",Steel C Beam T and AY). ' ` 12 Ga 31'x8"Steel C Beam Detail 16 Ga 3"x8" Steel C -Beam DetaA.T : .. Double.l2 Ga 3"x8"Steel C Beam T and A' TABLE 5.5 Attached Freestanding or , ` Attached Freestanding or Attached. Freestanding or ' ;' TABLE 6.6 Attached Freestanding or. Attached Freestandin or. 'Attached Freestandin ar 9 9. Strudure ' Multis an Units' '• ` 'rStrudure Mullis an Unf,s - Structure' Mullis an Units Stricture Mullis an. Units : Structure Mullis an Units Stricture Mullis an Units. GROUND TRIG MAX POST MAXLNF MAX POST LENGTH. MAX' _ MAX POST LENGTH ,.MAX .. MAX POST LENGTH,. GROUND TRIG MAX'. POST MAX - MAX POST LENGTH 'MAX. - MAX POST LENGTH - MAX" MAXf05T LENGTH SNOW WIDTH POST REO'D POST R 8' I 1TI 18" .POSTMIN FOOTER 9 I 1Z' I 18 POST MIN. FOOTER 8' ' 17 _I. 18' .SNOW WIDTH POST: REO' PORT 'MIN FOOTER 8' ''- tY I 18' ..POST MIN FOOTER 8' : � -1Z' I 18' POSY.. MIN FOOTER e' I 17' 18'LOAD (FT) SPACING FOR SPACIN PCONSTRAINED FOOTS SPACIN POST • SIZE CONSTRAINED FOOTS SPACING POSSIZE CONSTRAINED fOOTE LOAD (FT) SPACING FOR SPACIN POS -' SIZE CONSTRAINED FOOTS SPACIN POST slzc CONSTRAINEOFOOTE SPACIN PO SIZE CONSTRAINED FOO(PSF) ON SLAB SLAB (FT) T•d "d •d'- (FT) TYPE •d' "C' •C .. "Q: - . ' (FT) .TYPE 'C' ' •Q, - "C •T - -(PSF) ONSLAB SLAB (FT) TVP.•d �•� . '-"d.. 'T (FTj -TYPE 'C' •4. •A' 'd (F'r) . TYP "?' 'd' 'd" 'C In in in lin) m in) H in (inl 1- (In) I -(In) ...(Fry (In in(in in' in - : - N .. In (Inj ' (in) fn) in in) 80 MPH EXPOSURE B- 60 4 ' 3'-0' AIV-p" E 24 29 32 35 17-10• D 22. 28 29 32; 23'=1" E 28 30 ' 33 37 ' 4.5 2'3". A' 17"6" E 25 - '29 32 35 11'-11". D 22 26 29- 32 27-2•E 27 30 33 36 5 26'' .A 151.6• " E 25 '28 31 - 35' 11'-2" '0 22� 26 28 31. 21-4-E 27 29 32 36 5.5 7-2" A 15-10" E 26 28 31 ' 34 1016" D 22 25 28 31 29-0" E 28 29 32 36 6 2'-0" A 15'-2" . E 26 28 31 34 9'-11• E 23 . 25 27 70 20°-P 'F 29 29 32 35 6.5 1'-10" A - 14'-7" E 28 27- 30 33 I.S. E 23 25 27 30 19-0" F 29 29 32 35 7 119". A 14'-l'. . E 27 27: 30 .33 -. ' 9--(r E . 23. 2.4 27, - ! 30 19'-7 F -30 30 32 35 7.5 1'-7" A 13-7" E 27 27 30 33 8'-T - E. 23 24 "26 29 . '16'-0' F - 30 3D 31 35 8 1'-0' . A'13'-2• • E 27 . ' 27 28 33' 8'-2" E 23 - 24 . .. 26 29 184" F 31 31 31 75 8.5 1'51• A" t7A' E' 28 28 29 32 T-10" E 24' 24 28 29 1T-11' F .31 31 71 34 B - 14• A 1751• E 28. 2829 32 T -T E 20 29 28 28 1T-7° G 31 31 31 34 9.5 . 1'3• A 1Y-1' E ' .T8 - 28 29 32. T4' E 24 24 2 28 %1T-7 a 32 32 32 34 • 4n eeow c.onsnoc r - - .. - . - 25 ' 4 T-2" A 24'-T D 27 31 34 38 ' 18'-11• D 25 30 33 -36 30'-11• 'D 29 32 38 39, 36 40 4.5 64• A 23'-7* D 27 31 34 38' 18',7 . D 26 29 32 36 291-91 D 30 32 35 39 30 5 S-0• A 27-0" D 28 31 34 37 18'3" D 28 29 32 35 .28'-0• E30 30 - 32 35 39 E 5.5 51 -7 A 27-1' D 29 30 33 37 ITS D 26 29 32 35 27"-10" E 31 31 35 ' 38 40 6 4'-0" A 21'51 D 29 ' 30 33 37 .16'6• 0 27 28 31 35 22.0" E 32 32 34 38 E 32 32 8.5 451 A 20'-1ir 0 30 30 33 37 .161x' D 27 28 ' 31 34 26-4" E 32 32 34 38 30 7 4'-1" A 204" E 30 30 33 36 151-0' D 27 28 31 34 251-9" E 33 33 34, 36 24'-T 7.5 3'-10" A 19'-11• E 31 31 33 38 W -W D 28 28 . 30 33 25'-1' - E 33 33 34 37 36 8 T.7" A 1951 E 31 31 32 36 14'-1' D 28 28 30 ' 33 24'-7• E 34 34 34 37 1813" 8.5 34" A 19'-1' E 32 32 32 36 " 1.7-T D 28. 28 30 33 24'-1• E 34 34 34 37 D 9 3'-2" A 181-9' E 32 32 32 36 13'-1" D 28 28 29 33 23'-7' E .35 35 35 37 33 9.5 3'4' A 18'S" E 32 32 32 35 1Td" D 29 29 29 32 23,2' E 35 35 35. 37 39 10 2'-10• A IVAI" E 39 33 33 35 173- ' D 29 29 29 ' 32 2261 ' E - 35 35 35 36 11 2'-7' A 17'-1" E 33 3J 33 35 11'-7: D 29 29 29 72 27-1' E 38 38 - 36 36 25 4 7'4" A 24'-7" D 2833 36 40 19-11' D 27 31 34 38 39711" D 31 34 37 41 E 4.5 64' A 23-T 0 Te 32 36 40 19'-7 D 27 31 34 38 29'4r D 32 33 37 41 23 5 5'-0" A 27-0"D 30 32 35 39 18.3" D 28 30 34 37 28'-0' E 32 33 37 41 30 5.5 5'-2" A 22'-1' 0 31 32 35 ' 39 IT -V D 28 1 30 33 37 2T-10' E 33 33 36. - 40 7-7 6 4'-9' A 21'S" 0 31 32. 35 39 156' D 29 30 33 36 27'-0' E 34 34• ''38 40 313-4 6.5 451 A 20-10• D 32 32 35 38 15-0" D 29 29 32 36 26'4'' E 34 ~34 36 40 29 7 4'-1• A 204" E 32 32 34 38 '15-4- D 29 29 32 36 25'-8' E 35 35 36 39 35 7.5 3'-10' A 19'-11" E 33 33 34 38 14'-0" D 30 30 32 35' 25'-1• E 35 35 35 39 14'-1" e 7-7' A 196' E 33 33 34 38 14'-1' D 30 30 31 35 24'-T E 38 36 36 - 39 37 ' 6.5 3'4" A 19'-1" E 34 34 34 38 13'4' 'D 30 30 31 34 24'-1' E 36 36 36 39 18'-9" 9 3'-7 A 16'4r E 34 34 34 37 13'-1' 0 30 30 31 34 23'-T E 37 .37. 37 39 E 9.5 Y4r A 1813" E 35 35 35 37 176' D 31 31 31 34 23'-2" E 37 37 37 38 10 7-10" A 17'41" E 35 35 35 37 173" D 31 31 31 . 34 22'-9' E 38 38 38 38 11 7-7` A Ir -1• E 35 35 35 .37 .11'-T ' D . 31 31 31 33 27-1' E 39 39 39 39 12 74' A I IT -S" I E36 36. 36 36 19-11' D 31 31 31 33 21'51' E 39 39 39 38 GENERAL INSTRUCTIONS FOR THESF TART FS 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.6 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 60 4 .3•41.. A 48'4" ' E 26 30 34 '37 2' 1-1 0" D 23 28 31 .34 23'-1• E 28 31 35 38 V 4.5 -2• 4 A 17'61 E 26 30 33 37 11'=11" D 23 27 30 33 X27 7 E 29 31 34 38 7.51 v ' S 751 A' - W-il" E 27 30 33 36 11'-2' D 24 27 30 33 21'-6" E 29 31 - 34 38 1T . 5.5 7-7 A - 15-10' - E 27 29 . '32 36 10151• D 24 ' 26 29 . 32 20'-0• E 30 313-4 7.5 37 8.5". 6 2'-0" . A 15'-2" E 28 20 32 35 - 9'-11" . E 24 28 29 32 20'-7 . F 31 31 34 37 13' 6.5 1'-10" A 14'-7" E 28 .29 32 35 , 8'S E 24 26 28, 31 196" F 31 31 33 37 9.5 7 11A1 A 14'-1" E 29 29 31 35.• 9'-0" E 25 25 26 31 191,2 F 32 32 33 37 • 7,5 V-7" A 13'-7" E 29 29 31 34 8'-7" E 25 25 28 31 18'-9" F 32 -32 33 38 10.5' 8 1'6' A 13-7 E 29 29 ' 31 34 8--7 E 25 25 27 30 11 194" F 1 33 1 33 33 1 38 OVER- HANG 8. Freestanding Structures TABLE 5.6 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTAbHEb STRUCTURES PROJECTION OF SINGLE SPAN STUCTURE9 . Post Description Maximum (FT).8. POST 9' 19 11' . 17 ' 13' 14' 15 19 '17, 18' 19' 1 20'. 211. 22' V 4' 4,5 5' 5.5' S 6.5 r 7.6 8' 8.5' 9 9.5' 19 ' 10.5' 11' . 1' 4.5' S S.Si 5 ' 6.5 T 7.51 v 8.5' 9 9.5' 10' 10.51- 11' 11.5' 7 S 5.5 i8'•' S.S 7- 7.51 Ir 8.51 9' -9.5' 10' 10.5' 11' 11.5' 1T 3' 5.5' (�, "8.5' 7' 7.5 8' ' S.S 9 9.51 10 10.5' 11' 11.5- 17 125' 4' S -B.S T` 7.5 8' 8.5". 9 9.5 17 10.5 11' 11.5 17 125' 13'- 5' 6.5`� T 7:5' 8' 8.5' 9 9.51 17 10.5 11' 11.5' 17 - 12.5' 13' 13.5 5 'T , 7.5 6' 8.5 9' 9.51 10' 10.5' 11' 11.5' 17 125' 13' 13.5' 14' T - 7.51 8' 8.5' 9 9.5 - 19 10.5' 11' 11.5 17 125, 13' 13.5' 14' 14.5' e' 9 ON 9 9.5' 10' 10.5 11' 11.5' 1T 125' IT 13.5' 14' 14.5' 15' 9 8.5' 9 9.5' 19 10.5' 11' 11.5' 17 125' 13' 13.5 14' 14.5' 151 15.5' 10' 1 9 9.51 19 10.5' 11' 11.51 17 "125 13' 13.5' 14' 14.5 15 15.5' is - 5 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.8 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB T. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.5 SLAB S. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST 'N MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND.10 FROM ABOVE TABLE 5.8 Post Requirements for Freestanding Structures Post Description Maximum Max POST Footing Hei ht 0.041"x2' W Steel Clover d = 23" . 12 D 0.041"x31x3" Steel Clover d = 2W" B' . E 0.188"A3"x3" Steel Square d = 37" 15' F 0.188"x4'k4" Steel S uare :- d = 44". 1 I G 0.188"x5"x5" Steet Square d = 49" 18' H Amerimax Building Products 6208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441'Ivylink Place Lynchburg, VA 24503 (434) 384.2514 cads utnam0comcast.net A N(#g139 EXP. 61301 S CIL OFCA�\F� 416 Z Page 6 of 21 7.i m S -' MPH VAND'A W SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVER60 6.5".Roll Formed.FbSC[a.(QetaIl.Escia (Di3tail.G),". Classic.Extruded Fas a (Detall,H).U` . 6.5" Roll Fo ad Fascia (Detail E) Califamia Extruded F CIS (Detail 4.3) Classic Extruded.Fascia..(Detail H)-, ) I Califomia ExtrUdW.Fa TABLE 5.9 Attached'.` Freestandin9oFreestanding air •- : :.:Attached:: FreeStandin or... - ' TABLE 5`9 : - -' :: -Attach@d� Freestandn 'oF:'�•Attadted Freestandin or'•:? ':!:'' = Attached" Freestantling.ar'. gtr�cture! f�61uspah.bn1 Or ure Mullis an Unit 777;7 SVLiaur; Multispan its lu* Muitisi:Iah .Units":,, ruc Ure u s an m IGROUNDI TRIG I MAX J'POST MAXPOST MAXP09TLENGTHi MAXM)kx MAX 0bSTUENGTH X POST LENGTH" MAX.AX POST LENGTH: MAX MAX POST LENGTH '. MAX LENGTH TR IN -17 SNOW WIDTH PO.ST RE01) POST, MIN FOOTER POST:•.1 16ROUNOIZZ REO t -POST I'.' M_ FOO I!r j,'7: POST MIN FOOTER I FOOTER 8' 17. FOOTER j I --ci"' -.i. - . 4- (FT) TYPE POST LOAD (FT) SPACING FOR SPACIN POST SIZE, CONSTRAINED FOOTEF SIPAC!NG POS CONSTRAINED SPACING PCS7 -.-Su� to�s POST SIZE CONSTRAINED FOOTER, SPACI SPACING POS S17E, CONSTRAINED t�?TER f. LOAD �,] - , (FT) IdZ.�E CONSTRAINED FOOTER SPACING POS SIZE C NSTPAINED SPACING FOR TRAINED FOOTER SPACING F60TEI ON -Ff) -d-. -d- ON SLAB SLAB IF 'cr 'd' �Tj �' , (PSF) SLAB SLAB (FT) POST. -d' TYPE rd. �d TYPE 104 1 IT -0- A 28. A 19 LIVE 4.5 151-1" A 91-0" A 19 5 I3'-7" A 8`4" A 20 28 6.6 17-4* 191-81, A 1, 7'6* A '20 (in) 6 111-41 A 7"-2' A 20 01n) 6.5 lo -s' A 6'6* A 20 .26 7 29 A V-3" A 20 29 7.5 91-1 A 5'-11• A 20 10--11- 8A -i4_- w S-7' A 20 B 6.6 .'27 27 A 5'4' A 20' 24 9 T611 A 5'-0" A 20 26 9.6 T 2" A 4* -10' A .20 28 10 f66", " A 4-7' A 20 A. 11 1-2- A. 4'-2' A 20 18 12 V-8" A T-11^ A 20 25 13 1-1. A T-7- A 20 'A 14 4* -10" A 3*4" A• 21 23 15 . 4`6" A A Y-2" I A I . 21 101-11" 1 .;(in) 27 28. (in) A (in) (1h) '28 30 (in), '.fin I L 4.5 151.1 A 91-W A 21 25 26 28 (in) (i�) 23 27 (in) (in) (in) (inL 24 28 '(in) On) (in) 01n) -247 26 27 11--3.- -AZ .23 .26 28 29 14"1' 8 26. 4.,_.. 29 T-4 90 MPH EXPOSURE B 24 25 27.. 10--11- A -i4_- w 28 29 IT -11" B 26 .'27 27 ?9.: .30 a 11'4' A 71-2" A 21 24 'iS. .26 27 -A A 2.1 26 28'' 29. 16'-3- A� 23 27 28 30 30 '4 6* -T A 4-10" A. 15 29 -2 7-- 23. 8-4 6 18 -24 .25- 20 12 i•.' C, 21 25 26- 28 24 25 26 478 'A 22 26 27 29 15-77- B 23 21 28 30 25: 4.6. SW A 4 A 15 20 21 27 27 a 19 23 25 26. 11 . '.8" C 21 26 26 27 23 25. 26, - 12--p- A 22. 26 27 28 15'-1* 6 24 - .26. 28 29 26 6 4 '-10" A -T-iI* A 1 .15 is . 21 221 T -.B- Is 19 23, 24 25- 11--i C 2.2 25 26 27 23 24 25 11--7 A 23, 25 27 28 14.7- a 24 '26 28 29, 27 5.5 . 44" A 3'-7- A 15 19 20 21 'r -W - a 19 23 24 25: . 10--11 D 22 24 26 27 23 24 25 1.1'4r. A 23 - 25 27. .28., 14'-2' . 8 25.- 28 28 - .29 30 6 4.'-Q-. 30 3--4- 'A, 15 19 20 '21 6.11" 8 20 22 24* .25 10'-r D . 23. 24 26 27 22 23 ;25 I0'-7- . 8 23 25 26 27%. I3'-9- : 8125 C 26 27 29 X31 6.5 3'6'A 22 3W A 6'-1 1' is is 20.- . W -7 - C 20 22 23 24 .3 10' ' " 0 23 24 2 5 27 22 23 24 10'-2" . a 23 25 M 27 -s7 a 26 26 27. 28 - 20, .7 T -S" A. 2'-10".. A .15 is. .18 19 •20, 6-3. C. 20 22 ",23 . 24 10'-0" D 23 2 1 25 �6. 22 23 24 9--!�- B '24 . 24 26 *27' 13"-2-. B - 0 26 27 28.,' 14 7.5 Y-2" -A. 7-8- A 15 is 19 20 A'4r C 20 22 - 23 24 91-1cr 0 i4 24 25 26 21 22 23,'. W67, 8:. .24 24 26 27 IZAW' B 27 .27 ii 28 616" a. T-Oo A Z. 24 1 6.5 Isz A A 2'6- 2-7' -,A-, A-, 21 • 23 19 19 Ir D 24. 20 20 ;S 2. 21 22 23 9--2- B 24 24 25 is.. -17-7- B 27 27- V 211 21 8.5 2-10" A 7 7.6 1 17. 11 19 s,.r . - C 2 1 �1 22, ..24., 23 9* -4" D 24- 23 23 '?5 28 21 �2 '23 S'-1 0". ...8, 24 24 :25. 26 - 12'-4' S 27: 27 27 f 28 -4 9 '74r A 7-r A -6 1 17 1 i 'is. - 157�5. : C 21 2 1 22 23 W-1 D 21 ..24 25 25 26. 20 . 22 2 3.'.*. 8.7 a 25 25. - 25 �6, . 12 --2- 8 22 22 CCc! 1� fni 28 2-6-' A .2- 1 17 1 T.W. C 21 21 22 23 -:&-1 In. b 25. is 25. 26. iO 21 22 8'-4-: -8. 25 25 -.25 , 26 . 11*417 C 28 '28 28 28, t!� A 24r A 16 17- 1: I.B., C 21 2.1.: 22 '.23 11'r, D 25 25 25 25 20 21 ii -r-i r .8 25 25 25 26 1 I'_7. C 28 28 2 28 2�2- A 11 IV A 16 17 . 1 a 19 4'-17 C 21 21, 22 23: W-2- 0 25 25 25. 25 20 26 21 7'-r �.B 25 25 25 25' 11'-3' C 29 .29 29 29 90MPHEXPOSUREC --- - 20 20 21 T -0' 'B' 26 26 ' '26 '26 C ' 30 3D 30 30 '4 61-0" 'A' W -W A 16 21 2 24 '84'. 'B� 20 25 26 V *17-1" C 22 2 26 is. 21 21 21 .W-11- B 26 26 26 26 I(Y-81 -C 30 30 30 .30 30 4.5 5'-4' A. 4-4' A 16 21. 2i! .231. ;.,% B 20 N .26 .27. 111-W C 23 2: 26 27 21 21 21.. 6--ir a 26 J. 26 26 26 10' -S" C 31 31 31 3A S 41-ir A T -I 1" A .16 20 22 23 11. a 20 24 25 27 1 V-3" . C 23 25 26 27 . . _J r w D 24 24 25 27 1& 4 1T-0" A W-11" A 1 26 27 28. 1.2* -2*. A 22 27 '28 30 ..75'-2' A I L 4.5 151.1 A 91-W A 21 25 26 28 111-81 A 23 27 28 30 14'-7* A 24 28 29 30 5 13'-7' A 11.1. A 21 25 26 27 11--3.- -AZ .23 .26 28 29 14"1' 8 26. 4.,_.. 29 T-4 5.5 17-4' A T-8' ' A 21 24 25 27.. 10--11- A -i4_- -26 28 29 IT -11" B 26 .'27 27 ?9.: .30 a 11'4' A 71-2" A 21 24 'iS. -26'1 -iw-r: -A N -2i� -28 29 iT-3' 13 26 27 28. ..30 39. 6.5 Ily-s' A 6* -S" A 21 • 23 25 26-`.1W° �4' - A 25 26 -2 7-- 29 ]�i- 12--11" 8 26 i? 28.- -30 7 91-8" A 11. A 21 23 24 ?S 25 B 25 26 27. 28, 17-7' 13 ,Z? 27 28 . '29 7.6 1-1. A T-11- A 21 23 21 25: g -r :.S 25 *26 27 28- 25 6, 27 27 28 �19­. 8 S. -P. A W-7" A 21 22 24 25.: 9--6- - 8 26 28 27 28 -,1 12',�, 8 28' .28, 25 '2 8.5 S1.(r A V-4" . A 22 22 23 24 W-2. --8, 26 26 27 • 28 64r '18, 28 28 .28 28 .9 . 29 9 7'-6" A 51-01. A 22 22 23 25 26 8 26 26 26 28 11W" B,, ,28 . 28 28 '29 9.5 7-2" A 4* -10" A - 22 22 23 24 8t:7- 8 26 26 26 27 11--5- 'a -2,9,, 29 29 29 11 1.,. A 4'.'r A 22 22 22 23 8* -4" a 26 26 26 27 11'-2" 8 * 29 '129 29 -29. 11 W-2" A W-2" Ar 22 22 22 23 71-11* B 27 27 27 27 101-10" C 30 '30 ,SO 30 12 51-8" A T-11- A 22 22 22 22 T-7' 2-6- 27 27 27 27 10'-6" C 30 30 -kO-, 30 13 5._r A 3* -7" A 22 22 .1 22 22 7--a- .8 8 27 27 21 27 10'-3" C 31 31 111 X31 14 14 4'-111' A T-4' A 22 22 22 Z! 6'-1 1' B 21 2: 2: 27 V 27 31 31 1 31 1 -31- L is. 4-d- A I 3--r I A 1 22 1 22 22 22 61-8" B 28 2 1 ..2 1 28 23 1 .32 32 32 �11 AUG- OUTTE COUNTY Z007716/2007 BUILDING DIVISION Page 6 of 21 APPROVED 90 MPH EXPOSURE C 4 4'6'A, 3'-S: A 15 ' 20 21 22 T-5" B 19* 24 25 26 11'4r D , 21 26 27 28 .40 4..5, 4.,_.. A T-4 A is 20 21 22 6-11^ B 19 23 25 26 -10*-7' .22 25 27 5 WA A 3-r A 6 20 21 15 .7-r 8 21 24 25 26 23 24 26, 10'-2^ 0, 22 25 27 4 1; A 3'4" A 18 20 21 A 1 19 2 21 6-2- C 20 23 24 25 .91-11" . D 23 6.5 36"_ A Y -i" A Is 19 y 20 21, 6'-7' C 21 '23 24 26 10'-3' D 25. 25 25 27 D 7 - T-5" A 7-17 A 16 _,19 20 21' W-3" C 21 is 24 25 IW -W D 25 25 25 26 9-74- 7.5 Y -T A 74' A 17 1: 29 21. 64r C 22 23 24. 25 Ir -19- D 21 2 5 25 26 24 8 T -W • A .1.. A ;�17 1 9 20* 51 C 22 22' 21 25 .71 0 26 1 26 26 26.. 23 8.5 . Z. . 10- A 2 '-S', " " A' 17 I . - 1; 20. 5* -7' 22 22- 24 25 W-4- D 26 26 . . . . . 26 26 9 2W A .7-3:.- A 17 1:, IS 20 514" C 2--1- 22 23. 24 9`-1* 0 26 26 26 26 21 21 2-6- A �7-2- A 17 .18 19 1. 20 5'J' C 22 22 23 24 0--17 0 26 26 26. 26 C 1 .9.5. 10 2'-67: A;. 1 74r' A 17 16 19 20 S' -I-- C 22 22 23 24 W-7' �.D 27 V 27 20 . W -S" 11 2-2" A 1 23 17 : IS- 19' 26 4'-I0l :-C 23 23 23 1 8 V-7- A 27 27 ��7 27 AUG- OUTTE COUNTY Z007716/2007 BUILDING DIVISION Page 6 of 21 APPROVED 90 MPH EXPOSURE C 4 4'6'A, 3'-S: A 15 ' 20 21 22 T-5" B 19* 24 25 26 11'4r D , 21 26 27 28 .40 4..5, 4.,_.. A T-4 A is 20 21 22 6-11^ B 19 23 25 26 -10*-7' .22 25 27 2 3'-7" A T -I" A 15 19 20 21' W -S' C is' 23 24 26, 10'-2^ 0, 22 25 27 2: ,,6.5 T-3` A 7-91 A is 19 20 21 6-2- C 20 23 24 25 .91-11" . D 23 26 26 28 6 T -W A • 2-r A Is 18 19 20 . 6-17 C 20 23 24 g-7" D 23 25 26 27 6:5 I.S. A 24' A is 18 19 20 6-7' C 20 22 24 .25 25 9-74- D 24 25 26 27 7 2-7"' A 7-2' A is 18 19 20 SW C 20 22 23 24 11,41" D 24 24 26 37 17.6 2W :A' 2'-1- A is 17 is 19 51-11 C '20 22 23 24 8'6' D 24 24 26 1'-11^ A 11 1 1 4-- 23 24. D 2 25 1 -2 . 8.5 2--1- A 1'-17 A 15' 17 10 Is 4'-!r C 21 21 23 24 :4" .1. 0 2 25... 1 26. 9 2W A V-9- A IS- 17 18 19 11 4�7" C 1 21 21 . 22 23 7.101 D 25 25. 25 9.6 A 1--8- A 15 16 19 20 . W -S" C 21 21 22 23 7`7' 0 25. 25! 6. 10 1 -A V-7- A 1 5 IS 19 20, 41-r C 2 1 2 1 22 2 3 T -S- D 1 26 8 90 MPH EXPOSURE -B\ 40 4. 46* -A -121'-9". A 14 1920 21 7'S"1: 24 25 4.5 4--T A : 7,4:,� A ' 14 19 20- 21- -W-11- 1 .23 22 25 5 X-7" A 31-1"N 1A 14 18 19 20 616" C 19 22 .24 23 24 6.5 W -r 31-01 A A 2'6- 2-7' -,A-, A-, 14 Is 18 19 19 20 19 V -r SAG- C* C 20 20 22 21 23 23 24 6.5 2W A' IA- A �l 1 17 18 10 5--7- C 20 21 22 .24 23 Qq 7 7.6 21-7'. 21-V A A 2-r Z-1" A A 14, i4 -,17 17 16 is 19 I: V-41" 1* -l" C C 20 2 21 21 22 22 23 23 cr_ 8 Z1. A i�ii* A 14 1 16, 117 1 W-1 I' C 210 2, 22 23 -4 8.5 2'-1' A 1,-17 A 14 is .17 is . 4-91 C 21 21 22 23 9 9.5 2'-0" v-11, A A 11-9" 1'6' A 1 A 14 14 -17 17 1, 18 is 18 19 4.7' 4' -S4' -SC C 21 21 21 21 21 21 22 22 CCc! 1� fni AUG- OUTTE COUNTY Z007716/2007 BUILDING DIVISION Page 6 of 21 APPROVED SOLID COVER 5.0 POST SPACINGS FOR PATIO ROUND SNOW LOAD (PSF) TRIB WIDTH (FT) MAXLREGD POST SPACINSPACIN ON SLA Wrn A .MAX ' POST (FT) MIN POST TYPE FOOTE SRE "d' (in) 21 90 MPH EXPOSURE C B 19 - 24 20 48`11. 17-10' A 5'-10" A 17 LIVE 4.5 T-111 A SS' A 17 S-1" 5 7'4" A 4'-f0' A 17 e' -it• 5.5 6'S' A 4'S' q 18' 17-4- 6 5'-11' A 4'-1" A 18 4'-T 6.S 51S" A 3'A• A 18' 16 7 51-1• A 3'S" A 18 20 7.5 4'S" A 34" A 18 22 6 4'S" A T-1' A 18 S-2." 8.5 41-Y A 7-11• A 18 21 9 T-11' A 7S' A 18 24 9.5 T -B" A 7-8" A 18 26 10 3'-6" A 2'S" A 18 T-11' 11 Y -Y A 74" A 18 T -T 12 7-11" A 7-1' A 18 111-3' 13 2S" A I 1'-11' I A 1 18' OMMERCIAL COVERS 90 MPH WIND'AREAS Detail E Califomia Extruded Fascia' Detail G Classic Extruded.Fascia Detail H : 6.5't: Roll Formed Fascia Oetall t= .• California EMruded Fascia Detail G Classic EMruded Fascia Detail H ' reestariding or p Attached, Freestanding dr gttached Freestanding or ' : TABLE 6.9 . Attached.. Freestanding nr - AQached?' Freestanding or Attached Freestanding or Aultis an Units Stn3cture' Mattis an Units' Stiucluie Mullis an Units Structure. Muftis an'Unils Structure Mullis amUnits. Structure IMuffispan Units MAX POST LENGTH. "MAX .:, MAX POST LENGTH ' MAX"- ' MAX POST LENGTH'. GROUND TRIS "MAX POST MAx MAX POST LENGTH ' . MAX MAX POST LENGTH MAX MAX POST LENGTH 8' i 10 1.12' PbST MIN FOOTER 8'..1 10' 1 12' POST MIN FOOTER e' 1 10' - 1 12, SNOW WIDTH_ POST REO " POST, MIN FOOTER s' . 1 117,:. '12' ' :POST '.MIH FOOTER ''8' 10' 17 POST MIN FOOTER I..I 1 ONSTRAINED FOOTS SPACIN POS 5QE- CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOO LOAD (FT) SPACING FOR SPACIN POS SIZE', CONSTRAINED FOOTS SPACIN POST. •: SIZE CONSTRAINED FOOTS SPACWG OS SIZE -CONSTRAINED FOO 'd' •d, "d' (FT) .TYPE . -.d. C TFq .d •d^ (FT) TYPE .'d' ..'a• ^d. "d' .. PN' n (in)' N in (PSF) ON SLAB SLAB (FT) TYPE "d" •. ^d" "d" d (FT) TYPE ..'C d ' 'd d (FT) TYP d d . . In (In - ' 90 MPH EXPOSURE IS (M) N 23 ' 24 .25' 9-9" B TO 26," 37 28: 13'-1" - B B. 23 27 ' 28 30 60 4 '3-0^ ` A Y -T A 12' 18: 19 18 T-11.` " " C 1fi, 21 23. 24 . e'-7+ O 1B' 24 25 28 22 23 24 B'•2" B 21 25 27 28 17-T B 23 27 28 29 4.5 .2'S' A 74' A 12 17 18 49.- 5'S' C 17 21 22 23 B'-2" D 2023 25 26 21 23 24 8'-T B 21 25 26 27 12'-2' B 24 26 28 28 - 5 2'S' ' A 7' 1` A 12 17 18 1S' 5'-Y C 17 '21 22 23 . B'S` D 20 23 24 26 21 22 23 8'-2' B (- 22 24 28 27 .11'-9^ C 24 26 28 29 5.5 2'-7 A V-11" A " 12 18 " `17, .'Is 4'40" .. C. 17, 20 22 23 8'J' 0' 20 " 23 24 25 21 22 23 7--9^ B. 22 ' 24 25 27 11'4• C 25. 26 27 29 6 T -O' A 1'-V A 12 16� 17 18 4'-7- C 17. 20 21. .22 T-11' D 20 23 24 25 20 21 22 TS' 8 22 24 26. 26 11'-1 ' C .25 126 27 :28 6.5 1'-10' - A 1'-7' A 12 - "18 17 17 • 4'-S C 17 20 - 21 22 7'-7- D • 21 22 - 24 25 20. 21. 22 . '• 1'-2" B 22 24.. 25. '26 .1040' C 26-, 26 .'.27 -.28. - 7 1'S'. _ A 1'-6" A 12, 16 17 17 4'-Y D 17 20 21 - 22 TS" D 21 22 ' 23 ` 24- 20 21 22 .6' -10I. -B 23 23 25 26. 10`4T C: .26 26 27 28 7.5 V.7" A V-9 "A ,12` 18' 17 18'. A' -V. t D 10' 20 21, 22' T•0' D 21 22 23- 24 19 20 21 S -T- B 23 " 23 25 28 . 10'4' C 28 28 27 28 8 1'S^ - A 1'4' A -'12' "18 17 18 - 3'-70' 0 18 19. 20 27 6'-9' ' D 21 22 231 , 24 18 20 21 9S" B 23 23 24 25 '1047. D 27 27 27' 28 8.5 1'S' A 1:J3 A 12 18 17 16.• 3'-6^. O 18. - 1B' 20 21 e'S" D 22 22 23 24 18 20 21 - S -Y. B 23 23 24 25 10-0' D. - 27, 27 27 - 28 9 74• . A t'.Y -A 12 37' ` 18 18. T-7' ' D IB 48 20 21• 6'4" D 22 22 23 24' 19 20 26 S-0'., B 23 23 "24 25 9-8' D 27 • 27 27 28 9.5 • " 1'J• ' 'A 1'-1• A 13' 17 . 18 . � 18 T-5"� O .18 x.19 20, 21. 6',7.. .0 22 '22 • ..22 23 18 19 20 5-10' B .23. 23 24 25 9-T . ' D 28 - 28 . 28 28 90 MRH EXPOSURE C.. r - - ' - - - 18 19 20 S-61 B 24 24 24 24 9'-2' D 28 28 - 28 28 19 20 21 S' -T` C '24 24 - 24 24 ' e'1- D 29 29 29 29 19 20 21 1'-11-' '!C 24 24 ' 24 24 8'S' 0 29 29 29 - ZB 25 4 T -Y A SS" A 18 21 22 23 9S' B 19 - 24 26 27 17-10' C 21 25 27 28 14' 4.5 64" A.. S-1" A 18 21 22 23 e' -it• B 18 24 25 26 17-4- C 22 25 27 28 4'-T 5 5'S' A 4'-T A 16 .20 21 22 8'S" B 20 23 25 26 11'-11" C. 22 25 26 28 22 5.5 S-2." A 4'J' A 16 20 21 22 ' 8'4" B 20 23 24 26 11'-7" - C 23. 25 26 27 T-7" 6 4'S' A T-11' A .16 19 21 211' T -T S 20 23 24 25 111-3' C 23 25 26 27 22 6.5 4'S' A 3'S" A 16 19 20 21 T-3'. B 20 23 24 25 10.1/^ 0 23 24 26 27 25 7 4'-1" A TS" A 16 19 20' 21 6'-11" B 21 22 24 25 10S' D 24 24 .26 27.-' 101-6' 7.5 T-10- A 3'-Y A 16 18 20 20. 6'S^ :' C .21 22 23 '25 . 10$" D 24 24 26 27 ' 6 3`-T A 31-01 A 18 16 19 20 . 6'S' C 21 22 23 24 10-2' D 25 25 25 27/ 27 8.5 - 3'4' A Y-10• A ' 16 18 19 20 9J' C 21 22 23 24 10.0' D 25 25 25 28 f . 9 3'-Y A 2'S" A 18 18 19 ' 20 e'-0' C 21 - 22 23 24 0-10' D 25- 25- 25 26 7-10" 9.5 3b" A 7$' A 16 17 18 19 5-10' C 22 22 23 24 9'S" ' D 26 26 26 , 26 2'"Y 10 7-10' A T-5" A 16 17 18 1 s . 5'S' C 22 22. 22 . 24 9'S' D 26 26 '26 26 20 11 7-7' A 7-Y A 16 17 18 19 S-0' C , 22 22 22 23 8'-11" D • 28 26' x'26 26 25 4 T-2" A SS" A 17 22 24 25. ' 9'-6" 6 20 25 27 28 12'-10" . C 22': 27 28 30 26 Y.5 14' A S -i" A 17 22 23 24- 8'-11' 8 21 25 26 28 124' C 23 26 28 29 21 5 SS" A 4'-T A 17 21 22 23 8'S" B 21 25 28 27 11'-11' - C - 24' 26 28 28 81-61 5.5 S -Y A 4'J" A 17 21 22 23 a.*. B 21 24 26 27 11'-7' , C 24 26 27 29 23 . 8 4'1' A T -i t' A 17 - 20 22 23 T-7" B 22 24 25 27 _. 11J' C 25 26 27 29 18 6.5 4'S" A Y-8" A 17 20 21 22 TS' 8 22 24 25. -26- 10-11' D 25 26 27 28 4'S" . 7 4'-1' A TS" A 17 20 21 22 5-11' B 22 23 25 26 10S' ' D 25 25 27 28 17 7.5 T-10' A X -Y A 17 19 20 21 6'S' C 22 23 25 26 101-6' D 26 28 27 28 . 13 a T-7" A T -O". A 17 19 20 21 W-5" C 23 23 24 25 10-2' 0 26 26 27 28 14" 6 8.5 3'4" A T-10^ A 17 19 20 21 V-3" C 23 23 24 25 104T D 27 27 27 28 9 3'-Y A 7S" A 18 18 20 21 61-W C 23 23 24 25 9-10' D 27 27 27 28 9.5 T -W' A 2'S• A 18 .18 18 20 5'-10' C 23 23 24 25 9.8' D 27 27 27 27 10 7-10" .A 7S" A 18 19 19 20 6'S" C 23 23 24 25 9'S" 0 27 27 27 27 11 7-T A 2'"Y A 16 18 19 20 5'4" C 24 24 24 24 8'-11" D '28 28 ' 28 ' 28 12 74' A 7-W A 18 19 20 21 5'-1" C 24 24 . 24 24 8'S" D 28 28 28 28 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.10 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5:9 THAT HAS ADEQUATE POST SPACING. . . 7. USE THE APPROPRIATE FOOTER,.SIZE SHOWN, 1� 60 4 '. 3'-0' A ' �A� 7-T ' A 13 : 18 19 20 5-i i' C 17 23 24 '25 ' 9'-T D 20 2S 26 27 0 ` 4.5 YS^ _ " 7-0" � A 13 18 19 20 -. SS' C 18 72 23 :. 24 8'-Y S 21 25 28 27 * 8' 5 76' " A � 2'-1' A 13 17 18 19 •' S' -Y C 18 22 23 ' 24 81-61 'D 21 24 .28 27 17 5.5 7-2" A 1'-11" A 13 17 ' 18 Is ' '41'40" C 18 21 23 . 24 8'-3' D 22' 24. 25 26 9 6, Y-0' A - V-9" A 13 17 18 18 4':T C 18 21 22 -23 7-11" D 22 24 25 26 13' 6.5 1'-10" A 1'-T A 13 16 17 16 4'S" C 16 21 22 . 23 T -T D _ 22 23 25 26 9.S 10 7' 1'-9" A 1'S" A 13 16 17 16 -4'-Y ' D 18 21 22 23 T-3" . D 22 23 24 26 14' 7.5 1' -TA 9 1'S' A . . 13 17. 18 .18 4'4' D 19 20 22 23 . T-0" D 23 23 24 ' 25 10.5' 6 V-6' 1 A 1 14" 6 A 1 '13 1 17 1 16 1 19 11 3* -10' 1 D 1 19 1 20 1 21 1 22 11 S-9' D 1 23 1 23 24 1 25 .OVER- HANG TABLE 5.12 Post Requirements for Freestanding Structures Post DescriptionMaximum Max POST Footin H.,.ht TABLE 6.10 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES. PROJECTION OF SINGLE' STUCTURES - 0.041"x3'k3" Steel Clover d = 23" (FTB' E 8' 10 11' 17 13' - ' ' 14'' 15' � - 1S' . .1T 18' 19 20 21' 2Z 0 ` - 4" 4.5' 6' 5.61 9 8.51 T 7.5' 9 8.5' 9' 9S 10 105' .11' 1' 4.5 S 5.5' S 6.5' T 7.6' * 8' 8.5' e' 9.5' 10 10.5' 11' 11.5' Y S', S.S. S 6.6' T 7.5 8' 8.5' 9 9.5' • 10 10.5' 11'. _ 11.5' 17 3' 5.5' \S •. 6.5' T 7.5' 8' 8.51 9 9.51 10 10.5 11' 11.5' 12' 125' 4- S 8.5'�\ T l7.5' 7.S 8' 8.5 9 9.5' 19 10.5 11' 11.5 17 125' 13' 5'" 8.5' T ' 8' 8.5' 9 9.S 10 10.5 11' 11.5 17 12S 13' 13.5 S T 7.S a. - `8.5' 9' 9.S 19 10.5' 11' 11.5' 12' 12.5 1T , 13.5' 14' T 7.5' 8' 4,5' �S`,, . 9.S 10 10.5' 11' 11.5' 17 12.5 13' 13.5' 14' 14.6' 8' 8' 8.51 9 9.5 19 10.5 11' 11.5' 3Y 125' 13' 13.5 14' 14.5' 1S 9 8.5' 9 9.5' 10' 10.5. � 11' 11.5' 17 12S 13' 13.5 14' 14.5 15' 15.5' lo, 8' 9.5' 10 10.5' 11' '11.61_ 17 125' 13' 13.5' 14' 14.5' 7S 15.5' 16' 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.12. 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.9 SLAB B. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE' Amerlmax Building Products 5208 Tennyson ParkWay Plano, Texas 75024 Carl Putnam, P. E. 34411vygnk Place Lynchburg, VA. 24503 (434) 3842514 carlo utnamo-Co mca st.net AUG 242o07 7/6/2007 Page 7 of 21 TABLE 5.12 Post Requirements for Freestanding Structures Post DescriptionMaximum Max POST Footin H.,.ht 0.041 "xTIA i" Steel Clover d =23" 17 D 0.041"x3'k3" Steel Clover d = 23" 8' E 0.188"x3"x3" Steel Square It =.37" '16 . F 0.188"x4"x4".Steel Square uare .d= 44" 18' G 0.188"x5'AS, Steel Square d = 49" 18' H Amerlmax Building Products 5208 Tennyson ParkWay Plano, Texas 75024 Carl Putnam, P. E. 34411vygnk Place Lynchburg, VA. 24503 (434) 3842514 carlo utnamo-Co mca st.net AUG 242o07 7/6/2007 Page 7 of 21 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90.MPH WIND AREA 5.5" FMrutled'Fasda. Detell L -r:'__ , AlaskahiFascia. Detail,K 1 a • -.. r 5:5" Extruded Fascia Detail L 4 ,.ry : .,:;. Alaska Fascia Detail TABLE 5.19w. Attached Freest_andmg or ' ^Attached Freestanding or,',t, 'TABLE.6 13 ';Attached' Freestanding or ir: Attached Freest andng or. Structure -. Multis ah Unds . c` Stniclu�e" Multis an Units . } $frilcture: Mullis aft Units §triicture Mullis. ri'Unils GROUND TRIG MAX POST. MAX .`r' MAX POST LENGTH MAX-.J�MJHNEO MAX POST LENGTH;' GROUND .TRIG -MAX POS 'MAX MAXPOST'LENGTH .MAX -'+- 'MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER 8'''.,-16 .17 POST B I. 10 .I--'77.• •SNOW WIDTH POST REO -.POST MIN, FOOTER e',:-'. 16 I 17 :POST MINFOO7ERa"'10'ILOAD (FT) SPACING FOR . SPACIN POST . SIZE:. CONSTRAINED FOOTS SPACIN CONSTRAINEDFOOS 'LOAD'. (FT) SPACING FOR. SPACIN POS ' 511E CONSTRAINED F.00TE SPACIN POST • SIZE CONSTRAINEDFObTE(PSF) ON SLAB SLAB (FT) TYPE 'B' 'T ''T -•Q' (FT) '4d • r 'C- (PSF). ON SLAB SLAG (FT) TYPE - C' . 'd ,'CTC ` (FT) TYPE "d •"4"FTj (In) (inj : int .(in) .. pn) (tn) .. ''. (FT) - qin) `-' in (in) . . (in ,. in .. in (Nj..- "(in) m 80 MPH EXPOSURE B' 80 MPH EXPOSURE`S ,•:. }. -.. .: ., 10 4 1T -O" A 13'6" 'A -21 26 28' ,28,- 14'-1" ,..A'... 22 -'27' '`'28 29 30 '4 e'.0":' 'A -78'-0: B 18 24 25 27 '10.6'- C 20�.25 .28' - LIVE 4.5 15-1' A 12.11' A 22 26 28 2.9 13'6. A 22 26 28 29 4.5 5'4' A 9'4T C' 20 24 25 27 10'-1' C 20 25 26 27 5 13'-T A 12'-6• A 22 26 27 29.' 13'-1" A 23 '26.. 28 29 5 'P-10' A' 8'-9•' C 20 24 25 26 9--9' C 21 24 26 27 5.5 174' A 1741 A 23 26 27 ' - 28 176' 8 23 . 26 27 29 5.5 4'4" A 8'4• C., 20 23 25 26 6'-S C 21 24 26 27 6 114' A 11'-91 8 23 25 27 28.. 174' ' B '.24' - 26 '-27 28 6 4'-0" A T-11" C 21 23 ' 24 26 • 9'-2" C 22 24 ' 25 26 8.5 10'6" A 111_9^ B 24 .25 27 '28. ;1Z-0 '8' • 24 26 27 28 6.5.. X -S" A 7'6^ C 21 23 24 25 ' 8'-11' 0 . 22. 24 25 26 7 916^ A 11'_1 8 24 25' 27 '28 X11'6^ + E1 25 "25. :'27 - 28 7 91ST. :A TJ" :C, .21 23 24 - 25 _ e' -T D 22 - 24:': .25 26 7.5 9'-1" A 10'-11• 8 25 25 26 28 r. 11'-6"' B 25 25 27- '28 7.5. T-2' A .6-11" ` C._ 21 22 24 25 - 8'J' 0 22 23 25 26 8 816" A - 101-8" B 25 25 .26 . 28; • 11'-2' 13 - 25 25 27 .28: 8 3'-0" A .8'-0' 'C21' 22, 24 ' 8-0• D 23 23 - 24 26 8.5 a'-0• A 10'6' B 25 25 26 27 - 16-71' B 26 .` 26 26 •28 8.5 ,2'-10' A 6'-5' C 22 22 23 24 T-9'0 - 23 23 -24'' : 25 9 T6" A 10'J^B 2626 26 27.. 16-9' 'e - 26 26. '.26 28 9 7-e'A ' 6'-2' C ' 22 22 23 24 76' D'' 23 23 .24 25 9.5T-2: A 9'-11' B 26 28 28 27 ' 10'-T : -B 26 26 . 26. 27 - 9;5 76' A. ` 6'-0" C 22 221..23 23 ` 24 . T-3' 0, 23 23 ' 24 ,: ' .25 10 61-91 A e1-8" B 26 28 26 27.. .10'-4' - B. 27 27 27 . 27 ' .10. 2'-S A S-10": D ' 22 22 23 24 T-0' , 0 23 23 24 - 25, 11 6-2" A 9'-21 8 26 26 26 26 10'-0' B 27 27 27 27 11 7-2- ' 'A 5'-8' D 22 22 22 23 - 6A•- D ' 24 - ' 24 24 lr24 12 5'6" A 8'-8" B 27 27 27 27 0.9 C 28 28 ` 28 28 90 MPH EXPOSURE C 13 5'-2" A 8'4' B 27 27 27 27. -8'6` • -C - 28 28 *,28 "28 14 4'-70' A T-11" 8 27 27 27 27 SJ" -C 29 29 291 28 15 . 4'6 A T6" B 28 28 28 : 28 � 6-1' ` C 29. 29 29 29 An MPH EXPOSURE C - 10 . 4 1T6 A- 12'6" A 22 27 28 '30 13'-2' A 23 28 28 30 LIVE 4.5 15'-1' A 17-T A 23 27 28 30. 17-0• A 23 27 29 30 ,. 5 13'-T A 111_9" A 23 27 28 36 12'J" 'A 24 27. 29 30 '10'6' S.S. 174' A 11'4` A 24 27 28 29 11•-10' A 24, 27 29 30 25 6 1114' A 11'-0^ A 24 26 28 29' -11'6 :8;, 25 27 . 28 28 21 6.5 10'S' A 10•-9' B 25 26 28. '29 "11'4" 8 : 25' 26 28 29 8'-7" 7 9'6' A 10'6 B 25 26 27 29 ' 4-11' 8... 28 26 28 29 5'-1° 7.5 9'-1" A 10'-3' B 26 - 28 27 � 29 . •' 101-6' B � 26 26. 25 29- �25 '8 8'6" A 10'6 8 26 20 27 28.. ''W-67 ..8 ' 26 26 27 29 � 25 � 8.5 814' A 9'-10" B 26 26* 27 28 .10•J' B 27 27 27 .28, 24 9 T6" A 9'6` B 27 " 27 ' 27 28' •` x:'10'-7^ 8 27 27 27 28' e'6 9.5. 7'-2" ' A 9'S" a 27 27 27 28 �' 9'-11" B 27 27 27 28 24 . 10 6_9' A 9'4" B 27 27 27 28 ' 9'_9" B 28 28 26 28 - 23 11 6'-2" A 6-0" 8 28 28 - 28 28 9'S B 28 28 28 - 28 6'6" 12 5'-8" A 8'-8" B 28 28 - 28 28. " •9'-2" 8 28 29 29 29 X-2" 13 T -Y A 8'4" B 29 29: 29 -29 8'-11• B 29 29 29 29 14 4110' A T-11^ B 29 28 29 29' 8'6" C 30 30 30 30 25 15 4'6` A 7'6" B 29 29 29 .29 ;.:8'6' , 30. 30 30 30 20 4 8'-11"' ' A 16-10' a 20' 25 26 28 1114" 8 20 25 27 28 LIVE 4.5 T-11' A 101-5" 8 20 •, 25 26 27 . 16-11" B 21 25 2e 28 ' 26 5 'T-7" A 9'-11" B. 21 24 26 27 '10'6' : 8 21 25 26 27 " 5.5 6S" A 9'S" B 21 24 25 27 • 10'-2" B' 22 25 ' 26 27 \\\�\ 6 5'-11' A e'-0" B 21 24 • 25 26 - . 9'-11" a 22 24 26 27 26 6.5 SS" A 8'-7" B 22 24 25 26 9'-0° -C 23 24 28 27 ' 25 7 5'-1° A B'J" 8 22 23 25 26 9'S` ' C 23 24 •25 27 �25 7.5, 4'_9" A T-11" B 22 23 24' .26 "9'-2' 'C 23 24 � 25 � . 27 ' X45 e 41-5" A 7'-7' 9 22 - . 23 24 25. 9'-0" C 24 24 25 26 25 8.5 4'-2' A 7'4" C 22 23 24 25 e'6 C 24 24 25 26 24 9 T-11" A T-1" C 23 23 24 . 25 8'S" C 24 24 25 26 24 9.5 3'_9" A 6'-10" C 23 23 24 25 8'-2" C 24 24 25 26 . 34 . 10 3'6" A 6'6" C 23 23 23 24 e'-0" C 24 24 24 26 24 11 X-2" A 6'7° C 23 - 23 23 24 T-7' C 25 25 25 25 12 2'-W A 5'-11" C 24 24 24 24 7'_ O 25 25 25 25 13 76° A S6" C 24 24 24 24 6'-10' O 25 25 25 25, 14 2'6 A 5'-5" C 24 .24 24 24 6-7" O. 26. 26 26 26 16 2'4' A 5'-2" C 4 . , 4 6'4" D . 26 28 26 711 - 30 � 4 6'-0" A 16-0` B 21 28 ' 27 28'' 76b' C 27 - J26- 27' - 29 ' 4.5 ' 'S'4' A 9'4^� C 21 25 27 28 10'-1' C 22 ^ 28 27 ZB 26 5 4'-10" A 8'-9" C ' 21 25 28 28 . 8'-9' C� � 22 ' 28 27 28 " 5.5 6 4'4' 4'6 A A B'4' T-71' C C 22 22 25 24 28 26 27 27 91-5" e'-7 fG � �C 23 23 25 25 27 27 28 28- \\\�\ 6.5 71' A ./ 6S C . 21 23� �4 25 T6 D ' 24 25 27 26 6.5 T-8" A Tb' C 22 24 25 26 6-11' , D. 23 25 26. .'28 ' 25 �7 '7:5�-Y Y-5' 9' A A T-3' 6'-11"C C 22 23 24 23 25 25 26 ZBl - i 6'-T 8'-3° ' 0 D 24 24 25 25 26 28 27 27 �25 8� 3'6 A 66" C 23 23. 25 X26 ' 8'-0' D 24 24 _ 26 27 X45 8:5 1•.7,10" -, A 61" C _ 23 _ 23 24� 25' 7'-9' '� D 24 24 25 27 . 25 ' I, - 9.5 7a x. 7¢i. A �A 6-2' 6'-0T C C 23 23 23 - 2� X24 X24 .. 25 25 T6 TJ+ '0 :D 25 25 25 25 25 25 28 26 24 10 ZS" .)A� 5'-10" D 22 23' ' 24 25 ', T-0' 0 : 25 25 .' 25 26 24 41 -- 2'-2" . 'A� 'IV -6 D 24 1 24 24 24 6- - . D L-25 2S:� 25. 26 40 4 4'-0' A ..8'-0•, C �20 25 28 27 9'-0' C 20 25 27 28 ' 4.5 4'-0" A e'6 S-0' X20. 24 26 27 9'-2" .0 . 21 25 27 28 26 '5 - 1-7° A T6" - (C° �C 120` 24 25 28 8'-10'D .-a'-1V 21 25 26 28 26 5.5 6' 3'-3' 3'4' A A 7'-1,/ W-13", C 20�! 21 -, 24 �23�. 25 - 25 28 26 e'-5' 8'-0' D 0 22 22 25' 24 26 26 27 27 26 6.5 71' A ./ 6S C . 21 23� �4 25 T6 D 22 24 25 27 26 7 2'-71 A.! f6'-1" C 21 - 23 24� 23 7'4" 0 23 24 25 26 ' 25 7.5 76 �A" IA 5'-10" D 21 22 24 �,2S X25 T-1" D 23 24 25 26 �25 8 7.3'� 2'-5' 5'-T D 22 22 24 25� �6-10" ' 0 23 23 25 26 X45 8.5 2�" A 5'S D 22 22 23 24 it 6'-T' 0 23 .' 23 24 26 25 B 7-0' A 5'.2' D 22 22 23 24 - B'4'\,D 6'-7' 23 23 24- 25 24 9.5 �1'-11° A 5'-0' D 22' 22 23 24 6'-2 \D 23 23 24 25 24 10� 1'-8'-• A 4'-10'. D 22 22 . 23. 24 6'6 -D 24 24 24 1 25 90 MPH EXPOSURE B :\ -' 4' 416' A e'6 C' to 24 25 28 66' C 119 24 28 27. 4.5 4'6A' S-0' C 19'' 23 24 26 9'-2' C 21 24 25 " 26 5 - ' 3'-7' A 7'6" C 19 23 24 25. .-a'-1V D - 21 N 24 25 26 5.5 T -r A T-1' C 79 - ' 22 24 25 8'S' 0 22 23 \. 25 26 6 36 A 66" C 19 22 23 25 8'6 _ D 22 23� X25 26 S.5 2'_9' A^ 6'S" C 20 22 23 24 T6" D 22 23 �24� ' 25 7 7-T A 6-1" C 20 22 23 24 T4' D 23 23 24! �25 7.5 2'-5' A 5-10' D 20 21 23 24 T-1' D 23 23 24 X45 8 2'-3' A 5'-7' D 20 21 22 ' 23 6'-10" D 23 23 24 25 8.5 7-1" A S-5" D 20 21 22 23 6'-7' D 23 23 23 24 9 1 2'-0' A 5'-2- . D 20 21 22 23 - 64• 0 23 23 23 24 R 6 1'-11" A 6 -IV' n 21 '11 71 2? 6-2^ 0 27 37 22' 34 10 7'A' A 4'-10' D 21 21 22 23 .6'-0" D - 24 24 24 24 BUAU6 2 4 2007 612007 UILDINGCQJNTY DIVISIpt,,( Page8of21 APPROVED SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90'MPH WIND AREAS 5.5" Extruded•Fasda Detall'C - ' Alaskan Fasaa Detail K 5.6'Extrude Fascia Detail L Alaskan Fascia (Detail K .5 9 '. .`Attached. 'Freestanding Or TABLE 6 13 Attached Freestanding or Attached Freestanding or, TABLE b.13 . Attached ., Freestandln on Structure Mul6a an Units SlTucfure Wilt an Untts + Stivdirre Multis an Units . ' Structure' ] Mu tis an Units GROUND TRIG 1. MAX POST MAX -.: MAX POST LENGTH • MAX.. �':_ MAX,POST LENGTH GROUND TRIG -MAX POST MAX AMAX POST LENGTH .•MAX MAX POST LENGTH SNOW WIDTH POST REO1) POST MIN FOOTER e' . I 10' 17, : POST: MIN FOOTER 8 I:.10' �. 77. 6NOW WIDTH POST' REO ;POST MIN FOOTER e' I;'10 117; POST ,MIN. FOOTER .8. I'.. 10' I ,12'.; LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POS •SIZE' CONSTRAINED FOOTS LOAD (FT) SPACING :FOR SPACIN POS SIZE_— CONSTRAINED FOOTS SPACIN POST. SIZE CDNSTRAINED FOOTS IPSF) ON SLAB SLAB (FT) TYPE "4• •d 'rr '•e._ (FT) TYPE 'd - 'd' "d 'd (PSF) ON SLAB SLAB IFT) TYPE "T .. •d -'? 'T. S FT lin (in) lin) :(in :. - . .. (. TYPE '(in kI in m (FT. In . (in) In . :.(in) (b 90 MPH EXPOSURE C 90 MPH. EXPOSURE a.'. - - 20 4 8'-11' A 10'40' B 21 26 '28 - '29 11'4' B - - 22 27 28 28',- 60 - 4 3'-0- "A 6'-9' O 17. ` 22 ., 23 ,25 B'-1• D 18 , 23 ^25, 26' 4.5 T-1 t" A 1015' B 22- 26 27 29 10;-11', B 22 26 28 29: 4.5 - 7.8• A 8'73" C 17 22 23 24 T -T D 18 23 24 . 25 5 7'-1" A 6-11' B 22 26 27 28 ,.101E' B 23 26 28 '29 5 2'-5" A. ' .5'41" D 18 21. 23 ' 24 7'-1' 0 19 23 .24 26 5.5 W-5- A 64" B 23 25 27 26 101,7' a - 23 -28 27 29 ' 5.5 7-r - - A- 5'-71 D 18 21 22 23 SAY 0 '19 22 23 - 25 6 5-11' A 91-0" B 23 25- 26 289--11- •'B 24 26 27, 28 6 7-0" A 5'-3' D 18 21' 22 23 - .6'-S' .D 19 22 23 24 6.5 61-5" A 8'-7' . B .23 25 26 27 9'-8" C 24 ' 25, 27- 28 6.5 1'-10' A. 5'4' D 18 21 22 23 6'-1" D '19: 22 23 24- 7 S-1" A 61" B 23 24 26 27 9'S" C -24 25 27 28,... ' 7 1'-9" A. 4'-9' . ' 0 ' .,18 . 20 ': 22 23 ..5-10' D :20 .. 21 .' 23 7.5 4'-T A T-111 B 24 24 28 27' -6-2" C 25..: ; 25 - 27' 28 7.5 1'-7" A 4'-6- - D 18 20 21 ' ' 22' - S -T 0 ' 20 21 '22•. 23 8 4'S" A T -T B 24 24 25 ' 27 9•-0" C 25' . 25 `• .26 28 8 11-6" • A 4'4' O 19 j...20- 21 22-. - 5'-S" D. • 20 .-21 72 ' ' 23 8.5 4'-2" A 7'4" C 24 24 25 26 8'-9" C 25' 25 -26 .27 8.5 1'fi' :r'A -4'-r D .19 ' 20 21 22 S72• 0 - 20'' 21 22, 23 B 3'-11' A T-1" C 24 24 25 26 ' 8'S C 26 28 ZB 27B 1'�" , A- •4' -IT, D - ' 19 . 20 21 21 S-0" D 20 21 22 23 9.5 3'-9" A 6-10" C 24 24 - 25 26 B'-2" C. _ 28 : 28. 26. -27 9.5" 1'-3' . A 3'-10" D 19 •'18 20 21 .4'-10• D `20 20 22 23 10 7•6" A 61" C 25 25 25 . 26 - 8-C- C 28 28 26 27, 80 MPH EXPOSURE C - ' 11 3'-r A 61" C 25 25 25 25, 7* -7" C 26 -26. 26 26 - `60 - 4 3•4' A 6'-9- C 18 - '23 25'. 26 6''-1° D ` "19 24 26 27 '12 7.11" A 5'-11' C 25 25 25 25 . T-2' D - 27 , -27 27, 27 ` 4.5 . 7-8" ' A 6'-3' C 18 23 . 24' '25' T -T ' 0 20 24 ' .25 ' 27 13 7-41 A 5'-8" - C 25 25 25 25 - '8'-10" ` D 27 27 27 27 \ 5 2'3' A ' T-11' - 0 19 23 24' 25 'T-1' D 20" 24 25 - ZB 90MPH EXPOSURE B 5.5 2'-r A 5'-T 0 19 22 23 25 6'4B- D 20 23 25 26 25 4 7',2" A 101" B 20 25 26 26' 11'-r B - 20 " 25 27 28 4.5 64° A 10'-3" 9 20 25 26 27 10-0" B 21- 25 26 28 5 SW 8'-8• B 21 24 26 27 10.4' C 21 25 26 27 5.5 5'-r A 8'.r , C 21 24 25 27 10.0' C 22 24 26 27 6 4'4' A 8'S" C 21 24 25 26 61" C 22 24 26 27 6.5 .4'fi" A 64' C 21 23 25 26 9'-6' C 22 24 26 27 7 4'-1' A 81-0" C 22 23 24 26. W-3" C 23 24 -25 27 7.5 3'-10' A T4" C . 22 23 24 25-.. 9'-1" C 23 20 '25 20 8 3'-T A TS C 22 23 24 25•L811. 81-9" 'D 23 24 25 26 8.5 3'4'A A T -r C 22 23 24 25 8'B" .0 24 24 25 26 . 8 3'-r A 6'-11° C 22 22 24' 25 ': 8'-3" D 24 '24' 25 269.5Y 9.5 -W A 6-e• C 23 23 23 24 8'-0" D 24 24 24 2610 10 2'-40" A 6-0" C 23 23 23 24 TS" D 24' 24' 24 * 2511 11 7-T A 6-1' C 23 23 23 24 D 25 25 25 25 .6 2'-0" A . S-3" . D 19 22 23 24 - 6S D 20 .23 24 25 6.5 � 1'-10" A S'-0• D . 19 •22 23 24 B'-1- D 21 23 24 25 7 -1'-8' A 4'-0" D 19 21 23 24 5,10" D 21 23 24 25 7.5 1'-T A 4'E' D 20 21 22 23 5'-T D 21 22 24 25 8 1'S A .4'4" D 1 20 1 21 1 22 1 23 T-5' 1_ D 21 1 22 1 23 4 24 Amerimax Building Products Cad Putnam; P. E. 6208 Tennyson Parkway 3441 Ivylink Place Plano, Texas 75624 Ljinchbuig, VA, 24503 (143X) 384-2514 - 4 ce-dp�cn�inLB)COmcastmet 90 MPH EXPOSURE C 25 4 7* -7 A 10'X' B 21 26 28 '29 11'-2- a 21 26 28 - • 29 ' Arc ? y goo, 7/6/2007 Page 9 0121 4.5 64 A 104 B 22 28 27 29 10'-9 B 22 26' 28 29 5 5'6• A 914' B 22 25 27 28 10'4" C 23 26 217 29 5.5 5-2- A 9'-r' C 22 25 27 28 101-0- C 23 26.E 27 28 6 4'•9" A 1-9" C 23 25 26 27 61" C 23 -26 - 27 , 28 6.5 4'b' A 8'4• C 23 25 26 27 916" C 24 25 27 28 7 4'-1• A 8'4• C 23 24 26 27 11 C 24 25 27 28 7.5 3'-10- A. T-8" C 23 24 25 27 9'-1' C 25 25 26 26 8 3'-7' A TS C 24 24 25 26 81-9" D 25 25. 26 28' 8.5 VA" A T -r C 24 24 25 26 8'B" D 25 25 28 27 9 3'12° A 6-11" C 24 24 25 20 8'-3" - D 2525 26 27 9.5 3'4" A 61" C 24 24 25 28 8'-0" D 28 26 26 27 10 2'-10- A 6`6". C 24 24 24 25 TS" D 26 26 26 27 11 2'-7" A 6-1" C 25 25 25 25 T4" D ' 26 26 26 26 12 2'4" A 5'-9• D 25 26 25 25 ' 7'-0" D 26 28 28 28 Arc ? y goo, 7/6/2007 Page 9 0121 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS.90MPH WIND AREAS 4"X76"'I Beam.(Detail Y 7"x4"'1.Beam: Detail'O �::, <••-! 0.041'X3"x76".Govedeal(Detail �,'..' :,... 4"x3'18.1 Beam Detail T,'x471 Beam (Detail 0 r. _..i . - 0.041'X3"x76^IGovedeaf• Detail TABLE 6.14 Attached '. Freestanding or 'x ;. Attached ^ Freestandin or 'x' t Attached, Freestandin Dr TABLE b 14 ' , Attached : Freestandin dr.: "' Attached`, Freestand or Att9cKeda Freestanding or . ;.; SWcture • MUItis amUmts ':: • k:-Stn;CiL" Muftis ri Unds .'.'' SWdure' Mullis" ari is , . Stricture:. Mullis an Units `. :Structure,: Mullis ari Units' . "tStlucture Mules an Unts GROUND TRIS, MAX POST MAX MAX POST LENGTH MAX --.;': MAX POST LENGTH _: MAX " .,, -?- -MAX POST LENGTH GROUND TRIS MAX' POST .MAX' - ' -MAX POST LENGTH MAX ,MAX POST LENGTH MAX'. MAX POST LENGTH SNOW WIDTH POST RCOID POST MIN FOOTE0. 8' 17 18' POST-: 'MIN FOOTER 8. • 1Y... 18', POST MIN FOOTER e . - 17 , . ; . r,. • •. .-_ „ ,. I., ,.I, , _ .., ,. -. .;..I .`.. ! ' 18'� .`SNOW WIDTH POST, .REO ,POST. MIN FOOTER �; F1' I _ 17 I- 18' ' POST MIN FOOTER 8'.I 17. :78' •POST. MIN FOOTER 8. 'I '77 1-.4 LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED,fOO7E SPACIN POS !;SIZE CONSTRAINED FOOTE SPACING POS SIZE - CON STRAINED FOOTER f LOAD." (FT) SPACING FOR SPACIN P.OS SIZE' CONSTRAINED FOOTE SPACIN POSTI. SIZES CONSTRAINED FOOTER SPACING POS 'SIZE CONSTRAINED FOOTEI (PSF) ON SLAB SLAB (F7) TYPE 'd' 'd' : 'd -- "d ' (FT) ' TYPE -'d• � `d "d- 'd' (FT) TYPE 'd: d .. 'd' ::'d" ll (PSF) ON SLAB SLAB (FT) TYPE 'd `•J• 'd'•'d'.(FT) TYPE d' 'j.•'d,',> C "d' ..(Fn,. TYP <'d .'d' d' (FT) U) . (in) •. (in .(1.).- M (tn)'r: ..'lin ' (in) • (inl ('m) N) m) liri) .(fn) :.(In)']...(N . (Ij. '(in l ..(mI v(m m) .(;n) . (m 90 MPH EXPOSURES . . .. ,. :._ ...: .a , . •. . ' } - i _ a, 90 MPH.EXPOSURE B .. .. ,21.18' B`' 26' ''30 73, 37 '" 117`..' A 21 25 29 70 4 1T-0' A 13'•8• A 22 27 30' , 33 31 - 3e 4 :< '6'4'. A too" B 20 25 29 30 .` 15'-T " D 23. "28 31 +34 • .8118": B ` i'19.. 23 28 ' ' 29 LIVE 4.5 15'-1' A 13'-2" A 23 27 29 33' - 20'-8" `B 26 30 33 .36, 11'-2' A 21 25 28 31 4.5 5-4" A B'S C- 20 ..24 .27 X36 /4[4" D 23 27 30 33 8'O": B 19 23 25 2B 5 13'-T A . 12'18 A 23 _ 26 29 32 19'41" B - 27 -30 33. 36 10'-0' A 22 25 -27 _ 30 5 4'-10' A 8'4' C -.26 24 27 29 13'' D - 23 '.27 29 33 T -T B 19 23 .25 . 2B . 5:5 124' -A 1Y-3" A 24 26 29 32 18'3 ' ' S B 27 29 32 `36 10'- ; A . 22 25' 27 X 3 30 5.5 4'4• A 8'-1' 'C 20 - 24 26 29 "17-0" 0 24 26 29 32. 7'J" 'B 26 22 25 27 6 11'4' A 11'-11" B 24 26 - 29 32 18'-9" B 28. 29 32 38 • .10'-2' A ., .23 24 27 30 6 41" 'A 7'18 - C 21" 23 26 28 11.6" D 24 26 28 32 6'-11' "C 20 '22 25 .27 6,5 IPS" A 11'-T 8 24 28 ' 29 32 : 18'3" C 28 29 32 35 . 9'-10' A 23 24 27 - 30 6.5 3'18 A .7'-1' C 21 23 25 . 28 10'-10' D 24 '' 25 28 31 CA- C 20 22 24 27 7 618" A 111•4' B 25 26 28 . 31 • _ .IT -9 C :29,. , .29 32 - 35 _ 8118- - A 24 . ' -: 24 27 �. 29 .7 T -S! - ' A - 6'A- C : 21 22 ' 25 27. •.10`12' 0 24 25 "; 28 31 '44'. C 21 22 . 24 27 7.5 64" A 11'-1" S -25 26 28 31 1T4'. C' 29 29 32 '35. e'5, B 24 24 26 ,:`29 - 7.5 3'-2' A 6'3'' C 21 22- 25 27 ••,9'18' D" 24. '25 27 .30 `6'-1' "C 21 21 24-" ,26 e B'18• A 10'-10" 8 Te 26 28 3L 1T -0':-C 30 . 30 71 • .35 9'-2' .. B .2424 26 29 • 8 ]''-0' A-5-71 C 21 `. 22. ,24 •.278-2'. ' D 24 ' 24 27 ^S -1D" . C : 21 21 24'; 268.58'4" A 10'-T B 26 26 26 31 16'18' C '30 30 31 '35 8'-11 ,8 25 25 i28 29 ^ 85 Z-10" A ' 5'-8' C `21 22 .: 24 26 a' B'18" D. 24 - 24 27 29 54 C21 .21 23 26 9 TS A 10'S B 26 26 28' 31 •.16-1' . C ' .3D 30 31 34 C - 8118^ 825 25 - 26 29 9 7-8" A 5'18 C ` 2121 24. 26 ' B'-3' - D ' 24 ' 2428 29 S:S C 21 21 -23 28 9.5 T-2" A 10'-2' 8 27 27 28 :, 31 15'18 C 37 31 31 34. 8'18 'B , 25 25 - . 26 , 29 • 9.$ 776' A 5'-7r•:c 21. -,21 23 : 28 T-11" D, 24, Y4 28_ J..30 29 5'3' • C . • 21 21 ' 23 25' 10 6'18" A 9'-10" 8 27 27 27 ' ' 30 14'-11- C 31 31 ^ 31 34 �8'3'B 35 S. 2B. 28 10 2'18" A 4'-i l .: . C. 21 ' 21 2328 7'-T . D' 25 25 - 26 28 • ". 5'•1" C 22 71 ` ' 23 . ' 25 11 6'-2' A 9'-2' 8 27 '27 27 30 '1T-11' C 31 31 31 33 �,T-11" a 26 26 '26 28 tt 2'-2 - A� �.4'S: "C .' 21 21 .23 25 74",. D 25 -25 ' 25 ` •28 4-10". 'C 22 -22 22 .25 12 5'18" A 8'18 B 27 27 27 29 '13'4- • C 31 31 31 33 T -T` . ' B 26 26 29 28 - 90 MPH EXPOSURE C . 13 5'-2" A e'-0' B 27 Z7 ' 27 29 1Y3':. •C 31 31 31 � � 32. T3" \ B 26 26 28 27 14 4'-10' A T -T 8 27 27 27 - 28 1 T.7' D' 32 32 32 32 T-0' \ �8' . 27, 27 27 27 15 4'18^ A 7'-2" B 28 28 28 28 11'-0" '0 32 32 32 32 6'-9' •F B, 27 27 27 27 10 4 1T-0' A 12'.8" A 23 28 31 34 20'-1' •8 27' 31 34 38 : 10'-11• A 22 - 28 29, 32 LIVE 4.5 15'-11 A 173' A •24 27 30 34 19'3' B 27 31 34 38 10'L• A �22� . 26 29 32 r'. 26 5 13'-T A 11'-10' A 24 27 30 33 18'-7' B 28 30 34 37 10'-1' A ' 23\ .8'18" '. 28 X31, 23 5.5 1Y4"' A 11'6" A 25 27 •30 11 18'4'. B :29 '30 33 37 tr21" A 23 X26 25 28� 31 - 21 6 1VA" A 11:-2" : A 25 17 30 33 ITS B 29 30 33 :37 9'18 A 24, 25� 28 r31 B 6.5 10'18 A 10'-10" B 26 27 28 - 33 . 17'-0" B 30 30 33 36''-; 9'3' 'A 24 .25" �28� 31 ' TS" 7 9'18' A' .10-T B 26 26 29 32 . Ar -7- B 30 . 36 33 38 ' 9'-0" ' • A ' 25 25 *. /2Ti 30 32 7.5 9'-)" A 104' B 26 26 28' 32.. 16Q" C - "31 31 73 36 8'-10' A - 25 ,25/ 27N �30 28 e 6'18" A 10'-1^ B 27 27 29 . . 32 15'-10' C 31 31.. 32 .36 , 8'18' B 25 25 27. `0i 26 8.5 8'-0" A 9'-11" 8 27 27 29 32 15'6' ` C 31 31 32 36 ' 8'S B ' Z6 �26 27 - . 30, 26 9 T -r A 9'18" B 27 27 29 .32 .15'3'- C 32 32, 32 '35 8'4" .B • •26/ 26,. 27. 30' D 9.5 T-1" A 9'6' .8 28 28 29 32 14'-11' • C 32 32 '32 35 8'-Y B 26 26 27- 30 618 10 6'18" A 914' B 28 28 28 31 14'6"* C 33 33 33 35 8'-0" BA /27 27 27 29 27 11 -6-2' A 9'-1" B 29 29 29 31 -73'-11" C 33 33. 33 35 T -T ,/B� 27 27 27 29. 24 -12 5.18" A 8'18' 8 29 29 29 31'13'-0" B C 33 33- 33 34 7'3'� 8 27 ' 27 27 29 23 13 T-2" A 8'-0" 8 29 29 29 - 30 , 12'-3' C . 34 34 - 34 34 7'-0• rB 28 28 28 29 ' 14 4'-10' A T -T B 29 29 29 30 17'-T D 34 34 34 34 �6IT . B .28 28- 28 28 C 15 4'18" A T -T B 29 29 29 29 '11'-0'. D 34 3q. 34 34 8'18 B 2B 28 28 29 20 4 6'-11" A 10'-10" B 20 25 28 31' 17W C, 24 28 31 '357 03' B . 19 , 24 28 29 LIVE 4.5 T-11' A 1015' B. ' 21 25 28 31 -.16'4" C 24 28 31' 34 8'-10' B 20 24 26 28 5 7"A" A 10'-1" B 21 25 28 30 15,76' C 25 28. 31 34 .8'18" '. B 20 23 26 29.E 5.5 6'18 A I.S. 8 22 25 27 30 . 14'18 C 25 27 30 33 '.. 8'-1" B 21 23 26 28 8 5-11' A 8'-11" 8 22 24 27 . 30. 13'-T .0 25 27. 30 33 TS" B 21 23 25 : 28 6.5. 5,1' A 8'6" B 22 24 26 29 12'-9' C 25 26 '29 32 ' TS" B 21 23 25 28 7 5'-1" A -T-11" 8 22 23 - 26 29 1Z-1' 0 . 25 26 29 , 32 T-2' B 21 - ' 22 25 27 7.5 4'18' A TS' B 22 23' 26 28 1118' ' D' 26' "28 28 31 ' 6-11" 'B ' 22 22 25 " 27 ' 8 4'S" A T-1" 8 22 23 25 28 10-11- D 28 26 28 31 61.8 B 22 22 24 27 8.5 4'-2' A 618" B 22 23 25 28 1018" D 26 26 28 31 1-6. 8 22 22 24 27 9 3'-11" A 618" B 22' 22 25 27 9'-11' D 26- -26 27 30 63" B 22 22 24 26 9.5 T-9" A 6-2" B 23 23 24 27 618 D 26 26 27 30 6-0" B 22 22 24 26 10 3'6' A ' S-11" B 23 23 24 27 6-1" D .26 26 27 30 5'-16" B 22 22 24 26 11 T-2" A 5'18" B 23 23 24 26 8'18" D 26 26 .26 29 5'18 B 23 23. 23 26 12 7-11' A 5'-1" B 23 23 23 26 T-10" 0 26 26 28 29 183" C 23- 23 23 25 13 2'18' A 4'18" C 23 23 23 25 7'4" D 26 26 26 28 4'-11" C 23 23 23 25 14 218" .A 418 C 23 23 23 25 6'-10' D 27 27 27 28 4'A" C' 23 23 23 25 15 2'4" A 4'-2" C 23 23 23 25 618" D 27 27 27 27 4'18 C 24 24. 24 24 30 � 4 6'-0'f A 10-0'. B 21 26 29 82 - 15'-T D 24 ',29- 72 36 - 8'18 B � � 20 23 ' 28 29 4.5 - 184' A 618 C 22 � 26 2B 91 14'3" D ' 25 29 32 X35 64" B 20' 23 ' 25 28 � 5 i � 4'-10• A e' -e' C 22 25 , 26 31 ' D 25 28' 31 J4 T -T B � 21 23 25 28 5.5 4'4' . A e'-1' C 22 25 27 30. .13'3' 174" D 25 27 30 34 7'3' 8 21 22 25 27 644' A 7'18' C 22 ' 24 27 30 11'6' D 25 27 30 33 6'41' C 21 22 25 27 8.5 T-8" A T-1" - C 22 24 26 29 10'-10• D 25 27. 29 33 6'6" C 22.. 24 27 7 T-5' A 618" C 22 ,. 24 26 29 10'-7 D 26 26 29 32 64" •C ..22; 22 22 24 27 7.5 ' -J'-2" • A •0•3' C 22 -23 26 2A .9•A" D 28 26 29 32 V-1" C ,22 22 ' 24 26 B 3'4" ' A 5-11• C . 22 , .23 25 ' 28 -9'-2" 0 26 26 26 '31 ' S-77 C 22 22 .- 24. - 26 B.S. 7.10" : A 5'18' C 22 ' 23 25 28 8'-8" D 26 28 28 31 5,6" C • 22 22 23 26 9 718' �A 5,S' C 20 23 25 27 • B'J' D 28 26 - 28 30 SS C' 23 23 23 .26 76' A 5'-2 C 23 23 24 27 T-11'.. D..L ' .26: 28 27 30: _ 53". C 23 23 23 25 .10 718' A' .. 4'-11' C 23 :'23 . 24 27 T -T ' D 2B 26 27 30 •6'-1' C 23 ' 23 23 . 25 -•11 .7-2' A -W-W. C 23 23 24 426 �T-0" D -26 26 28 29 4'-10' C• 23 27 23 25 WVIN 1 1' 10 o AUG: Z • Lo61207 o, Page f V E 21 BUILDING DIVISION APPROVED SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS 4"x31 I Beam Detail Y Tk4.I'Beam Detail Q . :... 0.041"x .1x3" Cloverleaf Detail 4'5(3" 1 Beam(Detail. Y _ ; T'x47.1 Beam, Detail Q 0.04rxnA3" Cloverleaf Detail TABLE 6.14 Attached Freestanding or - Attached. Freestanding Or Attached Free=.! TABLE 5.1 - 7 Attached Freestanding or Attached Freestanding or Attached Freestanding Gr', Structure Mullis an Units '. Structure Mulfis n Units Stnicure MulliStructure Mullis ali Units `Structure Mullis an Units Stnicure Muftis •an Units.' GROUND TRIB MAX POST MAX MAX POST LENGTH MAX. MAX.POST LENGTH MAX 'MAX POST LENGTH OR00ND TRIG . • MAX a POST , MAx "MAX POST LENGTH -MAX' - MAX POS7lENGTM MAX , ' MAX POST LENGTH SNOW WIDTH POST REG'DISPACINI .POST MIN FOOTER e' I 12' I 18' �POS7 MIN FOOTER 9 I 17 I '18' POST JINFOOTER 8' I •17 I 18' SNOW WIDTH POST REQ POST. MIN FOOTER, e'. I,, 12' I 19 .POST MIN FOOTER e' I 12' I"18'. •'.POST- 'MIN FOOTER e' -,I,. 17 I 1B' LOAD (FT) SPACING FOR POSTSIZE CONSTRAINED FOOTS SPACIN POS SIZE • CONSTRAINED FOOTS SPACING SUi CONSTRAINEDFOOTS LOAD (FT) SPACING FOR SPACIN pOS 912ECONSTRAINED FOO SPACIN POST SIZECONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTE (PSF) ON SLAB SLAB (FT)TYPE 'd "d' 'd 'd (Fr). TYPE ' ^d "d `d "d (FT) 'd 'd•.. - - (PSF) ON SLAB SLAB (FT) TYPE •d "d' .. •d 'd �.(FT) TYPE 'd .^d , 'd "d (Ff) TY' P W. 'd 'd -d' F7 in lin) in .(in .(in) .III). (in) ..(n) (In) ,In (inj in FT (In M (in)- % (in) in•.. :(in in In hl lin in) (in) 90 MPH EXPOSURE C .. . , . .. - :.... .,.. , .. _ ... .. _.:. -90 MPH EXPOSURE B .. 20 4 81•11' ,A 10•-f0' 8 22 27 29 '33 'tr-T C 25' 30 .` 33 •36: .9'J" B 21 25 28 1 31 60 4 X-0' A 6'-11 C 17 22' 24 27 '9'4' D' 19' "24' 27 '36 5-11• 'C 17 . 21 24' 26 LIVE 4.5 T-11' A 10161 a 22 26 29 32 164• C 26 29 33 36- 8--10^ 8 21 25 27 30 4.5 ' 2'-S A 5'-W . C 17 21 24 26 8•S, . D 18 24 28 29 5'S C 17 21 23 26 5 7-1" A 10'-1" B 23 26 29 32 .15'5 C 26 29 32 36 81S• e . 22 24 27 30 5 - 2'S' A - 51-W C 17 ' 21 23 26 _ T4' D 20 - 23 26 20' S -Y ' C 17 21 23 25 5.5 SS A 91S 6 23 26. 29 32 14'5' C 27 29 32 ' .35 8'-1• _ B 22 24 27 30 5.5 2'-2" A 4'-T C 17 21 23 25 r,2' D 20 23 25 28 4'-10• O 17 20 22 25 6 51-11,A V-11•. 8 23 25 28 31 13.4- C .:-�27•. 28 31 34 7`9", B 22 24 26 29 6 7.0" A •0'-3^ .0 17 20 22 25� '6'-7• D 20 22 25 27 - 4'-7• C - 1.8 20 22 25 6.5 5'S" A 81S' B 23 25 28 31 1741 C . 27 28. 31 .34 r6• B 23 24 26 29 6.5 V-10" ..A ' 4'-O^ C 17 20'. 22 24 V-27 D 20 22 24 27 1•4^ C 18 20 22 24 A r-11• B 24 25 27 _ -30 3Z-1• D 27 27 30 33 r -Y. '.B 23. 23 '26 29. 7 114' .A 3'-9'- C 17 20 X22" .24 S-9• D 20 22 21. 27 :. 4'-Y-. D.. '16 20 22 24 7.5 1'4' A TS' 8 24 24 27 30 11'4' 0' 27 27 JO 39 6•-11• ' � 8 , 23 23 26 28 7.5 1'-T A Y-6' C 17 19 , , 21 23 5'S" D -20' 21 24 26' 4'-0" .0 '18 19 21 24 8 4'S" A T-1" B 24 24 27 ..29.. , I9-11" D 27 . 27, 30 t 33 • e'-8" . B 23 - 23 26 - 28 8 1'-6 A 3'-3' - C - 17 19 . 21 23 - 'S'-1^ D 20 21 23 - 28 • 3'-10" D 18 . 19 21 23 •y j[ 8.5 4'-Y A 5-9' 8 24 24 26 29 10'5' D 26 26 29 32.. 55" B 23. 23 25 TB 88 1'-5' A' 3'-1' C 17 19 21. 23 d'-10' O TO 21 23 25 3'4• D 18 1B 21 23 9 3'•11• A SS B 24 24 26 29 9-11^ '. D 28 - 28. 29 32, `6'3• B 24. .. 24 25 28. 9 1'4' `A 7-11" .0 17 18 20 23 `4'-T D 20 21 23 2$ 3'S .D - 18 19 ' . 21 23 9.5 3'4' A S.Y' B 24 24 26 26 - 9'S '0 28 28 29 '32 9-0' B 24 21 25, 28 9.5 '. 1'3' A' '•Y-10` C .'17 t6l '20 22 4.4• D 20. : 20 22',' 25 9•S ..D 19 18 21 23 10 3'6• A, 5'-11• B 24 .24 25 28 - B'-1• `D 28 28 "28 31 5'-10^. B 24- '24 25 '27 - 90 MPH EXPOSURE C 11 9-Y A 5'S B 24 .24 25 28 8'$' - D .28 28 ' 28 31 5'S" B 24 . , 24.. 24 27 _ 12 7-11" A S-1' -B 24 24 24 27 , T-17 D -28 . 26 28 30 SJ• �' C. 25 25 25 27 13_ 2'6' A 1'-9" C 24 24 24 '27 Tom' D 28.' 28 28 30 . 4'-11^ C 25 25 25 •.95' 25 4 r-2" A 19-8" B ' 20 25 - 28 -31 16'6' C 23 28 31 '35 9'-1" B 19 24 28 29 4.5 4.S 6'S" A 193• B 21 25 28 31 16-1^ D 24 28 31 U 8'4"' 8 26 23 26 29 54" A 5 54" A 9'-10• B 21 25 27 30 . 15'4r - D 24 28 30 34 8'-4• B� 20 23 26 28 9-Y 5.5 S -Y -A 9'-Y C 21 24 27 30 14'4^ D' 25 27 30 33 T-11' 'B. 20 23 25 28 C 6 4'4• A 8'-r C 22 24 27 29 .IVA. D 25 27 '-29 33 r -T B 21 23 25 28. 23 6.5 4'S^ A 11-1" C 22 24 26 29 173' D 25 26 29 32 T3• 8 21 22 25 23 24 7 4'-1• A 7'6• - C 22 23 26 28 11'4' D 25 28 29 32 11' B 21' 22 25 \27 27 ' 27 7.5 V-10' A 11' C 22 23 25 -28 • 11'-1' •' D 25 26 26 31 6'4- C, 21 22 24 27- 29 a 3'-r A V-10^ C 22 23 25 28 1015" D 25 25 28 31 6'S• .' C 22 22 21 27 . 19-0" 8.5 34" A 6'S" C 22 22 25 27 10'-0^ D. 25 25 28 30 6'3' C 22 22 24 26 . D 9 X-2' A 53• C 22 22 24 27 9-T D 26 26 27 30 5-1' . C 22 22 24 28 27 9.5 Y -W A S-11" C 22 22 '24 27 9-2• D - 28 26 27 30� 5.10" C 22 22 24 26 27 10 7.17 A 55' C 1 22 24 26 8.4^- • 0 26 28 27 � 29 : 5'S" C 72 22 23 26 28 11 2'-T A 5'3" C 22 22 23 26 9-1• D 26 26 26� 29 5'4• C 23 23. 23 ZS 25 4 T-2' A 10'4' B 22 27 29 32 156- C' 25 .30 33 . 36- 9-11 8 20 25 28 30 27 4.5 6'-4' A 193• B 22 26 29 32 19-1" D 26 29 32 36 8'4• 8 21 25 27 30 21 5 54" A 9-10- a 23 26 29 32 1S-0' 0 26 29 32 35 8'4•- B 21 24 27 . 30 22 5.5 5'-Y A 9-Y C 23 26 28 31 14'-0' - D 26 28 31 35 r-11" B 22 24 27 29 19 6 4.4" A 8'-T C 23 25 28 31 13'-1" D ' 26 28 31 34 r-7' B' 22 24 28 29 C , 6.5 4'S• A ' 8'-1' C 23 25 27 30 175' D 27 2i 30 34 T3• B 22 24 26 29 4'A• 7 4'-1" A 14" C 23 24 27 30 1115- D 27 27 30 33 7'4" -8 23 23 26 29 28: 7.5 T-17 A r3• C 23 24 27 29. 11'-1• D 27 27 30 33 54• C 23 23 26 28 ' 25 8 3'-T A 5-10' C 23 24 28 29 196- D 27 27' 29 32 96• C 23 23 2S 28 22 8.5 34" A SS C 24 24 26 29 19-0" 0 27 27 29 32 53' - C 23 23 26 28 9 3'2" A 6'3" C 24 24 26 28 9-7' . D 27 27 29 32 - 5-1" C 23 23 25 28 9.5 3'-0• A 5-11• C 24 24 25 28 8'-2" 0 27 27 28 31 5-17 C 24 24 25 27 10 7.17 A SS• C 24 '24 25 28 8'4' D 27 27 28. 31 S4- C. 24 24 25 27 11 7-T A S3' C 24 24 25 27 8'-1• D 28 - 28 28 30 . 54" D 24 24 ' 24- 27 12 2S• A 4' -IT C 24 T4 24 27 TS D 28 28 28 30 5-1" C 24 24 24 .28 60 - 4' 3'-0' �•A UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT C 18, 23 28 26 9'4" D 21 28 28 31 - 5-11' ' C 18 22 25 27 S ' 4.5 75' A! 5'S' C 18 23 25 28 8'S D 21 25 28 31 - 9 C 18 � 22 21 27 11' 5 -75^ -' A 5'-0' C 18 22 24 27 T-9' D 21 25 27 90 5'-2' C 16 22 21 26 10' 5.6 _ -7-2" ' A. 4'-T C 18 22 24 26 T -Y D 21 24 27 29 4'-10^ C 19 21 24 _ 26 8' 8.5' 9 -6 2'-0" A 4.3" C 18 21 X23 26 V=7- D 21 24 28 29 4•-7' - C , 19 21 23 26 14' 6.5 1'-17 A 4'-0^ C 18 21 '23 2S 5-r D 21 23 28 28 4'A• C 19' 21 23 25 13.5' 7 114^ A 3'-9^. C 16 20 23 25 V-9" . D 21 23 25 28: 4•-2• D 19 21 23 25 125' 7.5 1'-7' A T -V C '18 20 22 25 51S D 21 22 25 27 4.4' D 19 20 22 2s- 8 1'6' A 3'3' C-1 18 20. 22 24 5•-1' D 21 22 24 27 3'-10^ 0 19 1 20 22 1 25 OVER-. 'HANG 1. 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN 0.041'X3"X. TABLE 6.15 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES' PROJECTION OF SINGLE SPAN STUCTURES ' UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 0.041"z3hf 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FT' 8- 9 10' 11' 12' 13' 14' 15' 15 -" 1T 19 19• 20' 21' 22- 10. 4' 4.5 S .6.51 6' 6.61 T 7.S 8' 8.5' 9 9.5' 19 10.5' 11' '1- 4.5' S. 5.51 6 6.61 T 7.51 9 8.5 9 9.51 10 10.5' 11' 11.5' r -,S.. 5.S 5 6.5' r 7.5' a' 8.S 9 9.5' 17 10.5 11' 11.5 17 3' 5.•- 6' 6.51 T 7.5 9 8.61 9' 8.5' 10' 10.5 11' 11.5' 17 125' 1' 61 `6.5' r 7.5' 8' 8.5' 9 9.5' 1910.51 11' 11.5' 17 12.5' 13' 5' 6.5'`T 7.S 8' 8.5' 9 95 79 10.5' IV 11.5 12' 12.5 17 13.5 5 T 7.5� 8' 8.5 9 9.5' 10 10.5' 17' 11.5' 17 12.5 13' 13.6' 14' T 7.S 8• 8.5'` 9 8.5' 10' 10.5 11' 11.5' 17 12.6' 13' 13.5' 14' 14.5' 9.5' 19 10.61 11' 11.6 12• 125' 13' 13.5' 14 14.5' 15' 9 8.5 9 9.5 17`10.5' 11' 11.5' 1Z 125 13' 13.5 14' 14.5' 15 15.6' 19 9 9.5' 19 10.5' 11t--1 I.$- 17 125' 13' 13.5' 14' 14.5 15' 15.61 is - 9 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN 0.041'X3"X. 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 0.041"z3hf 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5.17 0.188 k3 7C (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING 0.188'X4 k USE 20PSF MIN). TO WALL FROM TABLE 7.6 0.188'X5'X; 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS 10. USE THE APPROPRIATE DETAILS ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 14 FROM ABOVE THEN 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.15 OR SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.14 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING 6. CHOOSE A HEADER FROM TABLE 5.14 THAT HAS ADEQUATE SLAB 9. POST W MAY BE USED FOR ALL ATTACHED UNITS ON SLAB POST SPACING. SLAB 10. FOLLOW.9 AND 10 FROM ABOVE 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. d = 37" 1S �1 \� TABLE 6.17 Post Requirements for Freestanding Structures Post Description. Maximum Max POST Footin Height 0.041'X3"x31 Steel Clover d = 23" 1'Z D 0.041"a'AW Steel Clover d = 23" 8' E77 Steel S uare' d = 37" 1S F 0.168 X4'5,4" Steel Square d = 44" 18' G 0.188"x9'x5" Steel Square d = 49" 18' H Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 76024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 cadDutna mt®comcast.net 7/6/2007 Page 11 of 21 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERSJHIGH WIND AREA;_ _ 0.042" 25 TABLE 6.1 _ x37c8"BoxBeam. :, ' -• :, "Attached:: :Structure'''`,` DeTeiLN30 --:- Doutlle:0.042"x3"x8".Box Beam.DetaiIN25' Freestanding or :. - ;Attached-: Freestandin or ;: � _ .. .-_ .:., ; _. :.,,, .. '.. 9 -, -� Multis amUnits. i'Strudure<, Mulbs an Units' 9 Double 0:032'k2'k6.625"Box.Beam ; , -' ,., k =, .:. �'-:� - 'Attached: •' , ... Structure' : Detail'N25j Freestanding or _:- 9 ,.,_ Multi' ariUhds, :• s .. :.,1`....;,. - - � •- - _, r.7A8LE 6:1 _ � .:.. - �,� .. -: 0.042"x3"x8"-BowBeam+Deta11N30 :Is,11' � Double'0:042'SC3X8.Boz'Beam,Retai1N25 , 132 ,. Double.0.032X17x6.825".Box:Beam.DeteON 35 `; �. :.,. , r. Attached' - d� Structure d Freestaridl 'or. ._ •.n9.. Mulfis ari,Uriils, ,.. -. -„'n" s . �. a 'Att. shed !::Structure.'' - Freesta nding or;` Multis an:Units', •. = <' Attached,' - . .., .. ;-:' sSt7ucture - 'd :- Freestaridmg r -.,,r. (Multis an'Uniis. , . _, GROUND TRIG MAX• POST SNOW WIDTH POST RECD LOAD, (Fn SPACING fOR (PSF) ON SLAB SLAB (FT) ' MAX P OST SPACIN (FT) r"- _ MIN FOOTER POST -SIZE.'. TYPE ' 'd (M) ''. MAX: POST LENGTH- ;� MAX �..� •,. ,-. �r MAX�POST LENGTH - - '-?' - a 10':. _12'.. POST -THIN FOOTER a8,.,.. �.,.10' I 77.' CONSTRAINED FOOTE SP IN POST SIZE . CONSTRAINED FOOT d 'd , d. .TFT) TYPE d d - - 'd. d.:' Lin) ` (in) : +' On)': •: '.: ,.'lin) 1 (int - - in ': Rn .:AMAX POST'^. SPACING �, (FT) a -. .. .,ti.: , '.j•. •. �- _.MIN FOOTER POST. SIZE- TYPE d- '.:. ' in)..' •: MAX'POSTLENGTH- - a �I iD; I 17 •. CONSTRAINED FOOTE d 'd �' E'. "lin) :lin) (in GROUND .,SNOW - LOAD (PSF) :` .TRIG WIDTH (FT);; :-MAX', POST: SPACIN .. ON SLAB POST REOD 'FOR' SLAB :;MAX ,'POST - SPACIN (FT) - MIN' POST TYPE �� FOOTE 6¢E (m1 `l MAX e' CONSTRAINED ,.(In POST LENGTH 1 I- 10'�� . 12 : FOOTER n (in) � MAX POST'. SPACIN (FT) MIN POST. TYPE �� FOOTE SIZE d , ., (in) � MAX POST LENGTH 8' 10', : 1Y�'. CONSTRAINED I OTE _ . "d, d •d ' finl (m : :Cml :: MAX�:'� POST' MIN SPACIN POST 1.(F7) - :�-'t FOOTE SIZE- in ;'MAX POSTLENGTH e' • -'10" �' 17 CONSTRAINED I00T ..Iln (in) (B1 10 ' 4 1T-0" A 9•-T ' A 23 w,28 ; ;.29 31 :Is,11' A _27- , 132 ,. ^:.33 35 11 2' - � A 24 • 28 . 30;. 31 LIVE 4.5 15-1' A 8'-10" A 23 27 29. '30' .15'70' A. 28' 31 33 '34 10'5 ' A 25 28 29 31 . 27 5 13'-7' A. 8'J" A 24 27 28 30 14'-Y B 28 : 31 ' 33. 34 - 9--7." A 25 27 29 30" 25- 5.5 12'4' A TS' A .24 26. 28 .; 29, -'46' B .29 .30 -32 ' 34 : 8'-11' A ' . 25 *: • 27 ?s.- 30 . 22 6 11'4" A TJ" A 24 26 27 29 °• .1741' 8 28 30 32 33 - --e•4' A 25 - 26 28 29 B 6.5 10'5' A. 5-10' A 24 26 27 28 - 175' - B 30 ` 30 31 • 33 - 7`40",' A 25 26. .27 29 5-2"' 7 56' A 56 A 24 25. 27 28 1Y-0' 8 -. '30 30.1 31 .33„ TS', A - 26 26 -' , 27.- 26 ' :.30. 7.5 9'-1" A 6•-1• A • 25 25 26 28 11'-0" B . 30 ';- 301 :31 32: T-0"" A 26 26. 27 ` 28'' . 2B c 8 B'6 A . 5'-10" A 25 25 • 26 27.: . '. 11'-2' •10'-9' - -, 8 . 31..: . 31- 3} 32 " 6'-T • A TB 26 26 .. 27.. •'26^ 8.5 81-T A 5-T A 25 25 26:. ' 27'. , ' B 31. 131 31 32 6'-3' A' 26 ` ' 26 26 7-9 27- 26 9 T61 A 5'-5" i A 25 25 25 ' 27; 10'-3' : ; B, •. 31 . 31 31 ; 37. G 6'-0• , A 26 26 26 27 C 9.5 T-2" A 5'-1" A 25 25 .25 26 ;'• -1 -9'0" 'B 31y : •31 31 ' 31 - • 5'-9". 'A 26 _ 26 '.261 27"' " 6•-2," 10 6'6' A 4'-10' A 25 25 25 26'%•9'6'.;8"' 816' B '31' 31., ^31- 31% 5'-0• A 26 26' 26 28 23 1.1 5-7 A 46 A 25 25 25 . 26 '. 8'4r B ' 31 31 31 31. 5'-0" A . 26 26' .28 126 ;22 ' 12 56' A 4'-2' A 25 25 '25 25. ..8'-7. "8" 32 .32 32'• 32 •-4'6' A 26 26 X26 26` 13 5'-2' A T-1 I` A 25 � 25 -' 25'' �25 �'�. •.T -e". � 'B' 32 ' 32- 32' 32 ' 4'4' A 26 '28 26 26." ' 14 4'-10" A 3'6' A , 25 25- 2525 • T-2" -.B . 32 32; 32 32 1'-0"- A 28 26 26 26 15 4.6 A 3'S' A 28 26 .. 28' . 26 : 5-9• - 8 32 - 32 32. 32 ' 3'-0"; A 26 28 26 '2-6' 10 4 1T -V A B•-11- A 23 28' 30.31 29 15-7 A 28 32 31 .35 '10'-T A 25 29 30 32 LIVE 4.5 151-1" A 8'J A 24 28 29•. 36 14.J. A 28 32 33 35. 6 9'' Ate; X25 28 38 31 27 5 13'-7' ' A T-8' . A 24 27 29, 30 13'-W A28 26 91 33 34 B'-11' A 26 27 29 30 25- 5.5 124' A T-2" A .24 27. 26 29 :' 12'-11' B 29 .31 32 34 8-4-.- A 2S 27 28 - 30 22 8 114' A e16". A 24 28 ;28 29 ' •12'4' S. 30 30 32!- 34 7'6"�A A 25 28 x,28 25 , 29 B 6.5 10'S- A W-4' ' A 24 26 • --27 28K', 8'-10' • .8 30 - 30 32 33 , 7'-3' A ' 28 .. 26N Z8 29 5-2"' 7 9'6" A 6'-0" A' 25 25 27 28••. _,1141? 11'5' B 30 30'• 32 33.- -5-10- A 26 .26 X27, 26 ' :.30. 7.5 9'-1' A 5'6 A 25 25 27- ' Te ' 11'-0" 8 31- 31: 31 33.: 'S5• A 26 _ '26 ' 27k ,28 . . 2B c 8 8161 A- - 5'S A .25 25 26 .27 TS B 31 31 31 ,' 32 '• '6'-1" '. A 26 28'- 26 25 •'26^ 8.5 8'-0" A S-2" A 25 25 126 27 10'-0" B 31 31'; 31' 32:' 5'-9•. A 26 - 26 26' 27 tii 26 9 T6 A .4'-11" A' 25 - 25 28 '" 27 `' ,'.9•-T B .31 31 : 31 32 �- " 5'6' A 28 26 26 - 27 i C 9.5 T-2' A 4.6• A , 25 25 25 28 9'-2" .. B 31 31 31 31 ' S'J" A 28 26 •26 27 " 6•-2," 10 56" A 46 A 25 - 25 25. 26 816' B 31 31 • 31- ' .31 5'-0• A - ' 26 26 26 26 23 11 6'-2" A 4'-2" A. 25 25 25' 26 e'-1" B 32 ' 32 .32 32.. 4'-7• A 26 26 26 .26 ' ;22 ' 12 616" A 3•-10' A 25 25 . 25 '25 - T -T 8 32 32 32 32. 4'd' A 26 26 26 26 13 T-2' A T -T A 25 25 25 25 _ It- B 32 .92 32 32 3'-11• A 26 26 26 26 ' 14 4•-10" .A 3.4" A 28 26 28 26 -'6'6' 8' 32 32 32 32 _ 3'6' A 28 26 26 28 15 4'6' A 3'-2" A 26 26 26- 26 '- 6'J•. B 32 32 32 .32 ' 3'.5' A 26 28 26 26 - - 204 : 4 8'-1 V. A TS A 21 ', 26 28 29 17-10• 8 25 30 32 33 `8'-1' -' A . 22 26 28 29� LIVE 4.5 T-11" A 61ma` A- 21 26 27 28 ' .11'4r B 26 28 31 32' T4" A 22 25 27 28� 27 5 T-1' A 6'-1" A 21 25 26 28 ,10'-101 B 26 29 30 32- 61-A A 22 25 26 %28 25- 5.5 5S A 56" A 22 24 .26.. 27 ' 10'-1• B 26 28 30 31 6•-0" ~ A 2224 31' 26� /27 22 6 5'-11• A 5J'" A. 22 24 25 27 9'S" 6 28- 28 29 - 31 5'6' A 22 24 25 .27 B 6.5 5'-5 A 4'-10" A 22 24 25 - 26 8'-10' _B 28- 27- 29 30 51S1 A 22 24 25� 26 5-2"' 7 5'-1" A 4'6' A 22 . 23 25 26 8'-0" B.: 27 , 27 28 30 5'-1' B 23- 23 25 26 :.30. 7.5 4'A" ' A 4'S" A 22 . 23. 24 . 25 ,. .7* -10` B 27 27 28 - 29... - 4'r9' B ::- 23 • 23 24 25 . 2B c 8 4'S A 4'-0" A 22 23 24 25 TS B 27 27 28 29 6 4'" B 23 23. 24 25 •'26^ 8.5 4•-2' A T-10•` A 22 22 23 25' 7--1" 'B 27 27 27 29 4'J' 8 23 23 24 25 26 9• 3'-11" A Y -T A 22 22 23 . 24 8•S B27 9 27 27 28 4'-1.• B 23 23 23 24 C 9.5 3.6' A 3'S A 22 22 '23 24 : 6'S• C 27 27 27 26 3'-10" B 23 23 - 23 24 " 6•-2," 10 3'6' A Y-3" A 22 22 23 24 .5-2" C 27 27 27 28 3'6• B 23 23 - 23 24 23 11 Y-2" A 3-0 '" A 22 '22 22 23 6 5'"' C 27. 27 27 27 3•S' B 23 23 23 23 ;22 ' 12 2'-11" A 71. A 22 22 22 23 SJ" C 27 27 27 27 T-1" B 23 23 23 23 13 76' A 7-6" A 22 22 22 23 4'-10• C 27 27 27 27 7-11' B 23 23 23 23 14 76" A 74" A 22 22 23 24 ' 4'-T •C 27 27 .27 27 ,2.6• B 23 23 23 ' ' 24 15 2'4" A Y-2" A ' 22 22 23 ' 24 4'J' C 2T Z7 27 27 2'6' B 23 . 23 23. 24 25 ' : 4 T4" ' ' A T-1"_ A ' 21 26- •. 27 ` - 29 :: ',1215' C.. 25 - 31." ' 37 `'32 TS.. 8 ' 22.E 26 ' 27_,. • 29 4.5 54" . A e'S. B - 21 25 27, 28 . 11'-4" - C 25 29 31. '. '7'-1' 8 22 - 25 27 28 5 543", - A' 5.41" B 21 25 26 27 104- C 26, 29 30 32 56 8 22 25- 26_ 27 5.5 5-2":: ' A 5'S 8 21 24 26 27 9'6' C 26 28 30 . ` 31' 6'-0" B 22 .24 26 27 - 6 '.4'6" A '5'-0".. B -. 21- 24 25 26 9'-1' C 26 -' 28 29''. X30'' -5'-77 B -22 24 '` 25 26 _ 6.5 4'4' A 4'6" ,8 21. 23 25 28 .e'6•.. C 26 27 29 30 5-2"' B 22 27 25 26 7 • . 4'-1'! A . . '4-4'.':-B' .. ', 21 :23 .24: . 25 • ,.8.-0" C d - 26 27 -.. 28'.. :.30. - 4'-10' .8 22 23 . 24. - 25. • " 7.5 T-10'; A ,4'-1" 8 21 23 - - .24 25 P-7- - C '28 26 . 2B c 1.29. ,4'-7" B , '22 23 ' . 24 '. 25 •. a 3'-T >.A 3'-10" •.-B '. 22 22 -24 25 ,'.. ,. T-2•. O 26 •'26^ 27 "29. -0 4'' B •' `. Z2 22•.-.24 24 25 '8.5 3'4. ` :A - T-8' :. 8 22 22 23 24 •` •. 6'-10" . C 26 -26 '. _ 27 28.--.'4--1-"' 4--1' .b' :. 22 '- 22 23 24 9 .`' 3'-2' �' A T-5-'�. B 22 - 22 23 + 24 e'-0" C 27 • 27'- 27 `28 3'-11' 8; : 22 ' 22' 23', 24 . 9:5 T -9%,A -A;3-1' ' 3:4-".8 'B ' 22 22' 23 , 2A_ _ " 6•-2," ; C; , 27' , 27 ; 29 ' 28, - � T-8-- -8 '22 22 -.23 '. 24 ' 10 21D' A . B 22 22 ' 22 23 .5'-11' C' 27 .27 27 .27 `' ,3.6' 'B- 23-� 23 X23: X24 11, 7-T1' ..A .. 2•-10" B' 22 22 ;22 ' 23 �•' 51-s' C 27 ' . 27 - .27' 27 :3V" a 23 -23 23. 23 25' 4. "T-2" A - 7'1' -A' 22. 27 28.. .-p8. ..175' •C 26-...'30 - 32' 34'. T -V .6_- 22 26',,, .27" .29 4.5 54" A 6'6• B 22 .26 , 27 29 ; 11'4' C' 26 30 31. 33. 1-1" B 22 - 25 - 27 28 5 5'•9• . -A 5'-11' B X22 125^ 27 28.10'5- C 26 ' 29 31 32 6`5' B 23 25 28 27. 5.5 6'-7 A 5'6' B 22 25 26 27 9'6' C 27 29 30 32.; 6'-0" B 23 24 26 " 27 6 4'6 - A 'S'-0' ` 8 22 * 24 26 27 . 9'-1' -. C 27 28 30 31 5'4'. B 23 24 2S. . 28 _ -6.5' 4'S', A 4'6' 8 , 22 24 25 26 86 . C .27 �� '28., 29 -. 31 . 5-2" 8 23 : 23 25 28 7 4'-1' A 4'4' "8.' 22 23 -25 26 8'4• C - 27 - 27' � 29. 30 4'-10' B 23 23 24 25 7.5 3'-10'A 4'-1'' 1 B 22 23. 24 26 7"-7' C 27 27 28 30 4'4- B - 23 23 -•24 25 B T-7" A i 3'-10' ` B 22 23 24 • 25 ` T-7 ' C 27 27. " 28 ' 29" d'4' B -,23 23 24 25 8.5 T-4- -A � r 3'6' B '. 22 22 -' 24 25 5-10" . C 27 - 27, - 28 ' 29 4--1' 8 23 23 23 24-. .9 3•-2" `A 1 , 3'6" B ' 22 ' 22 .' 23 25.-4 66 C .' 27 ' 27' 27- 29 3'-11" . 13 - 23 ` 23 23 . 24 9.5 T-0 f �A 3.__ 'B 22 22 23 241 6'-2' •. C 27 - ' 7 • 27 ' 28 F L3'-0' ' B , T3 - ..23 23 24 ' 10 A . 22. .-• 22 : 23 X22 24 T-11- ! `C 28 -.28 28 28 T5' B23 23 23 24 12'-10'x.. '7-T".: '.'A- 7-10'. -B '72. 22 29. .SS' -C `- '. 28' 26 F 28+ :28- .-3'J` B`s 23:23' -23-'- -23 AUGZ y 1 ;Z of 21 13UILDING DIVISION APPROVED SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND ARF-A.c.' 0.042"x3'58" Box Beam' Detail lsl : •.: ? Double 0:042"x3"x$' Box Beam' (Detail -N25). Double 0.032'52'56.625" Boz Beam Detail N25) TABLE 6.1 Attached Freestanding.or Attached Freestand ng or Attached. Freestanding or TABLE 6.1 Structure Multis an Units StruMure Mu1Gs an'Units Structure Mullis n Units !SN]OWWIDTH TRIO MAX POST MAX 'M AX POST LENGTH' -MAX MAX POST LENGTH MAX - 'MAX POST LENGTH GROUND TRIG MAX' POST POST REO'D POST- MIN FOOTER B' I 10' I 17 POST MIN FOOTER 8' ' 40' ' 17, POST MIN, FOOTER 8'. I. 1V ' 17 'SNOWWIDTH POST REOD (FT) SPACING FOR SPACIN POST SIZE .CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS I LOAD. (FT) SPACIN FOR ON SLAB SLAB (FT) TYPE "d •Q. "d ^d (FT) .TYPE. : "d "d•. 'd "d' (FT) TYPE 'd -d .. "d 'd (FT) in Iln) in '. (In (PSF) ON SLAB SLAB . (in .lin - m In . (in' . (In . . �(in - in) FT 20 - 4 8'-11" A T3 A 22 27. 28 30 -. 17-10' B 26 31' - 32 34. B --V. ' A' 22 27. " 28 - 30 E 4.5 7"-11' A 643" A 22 26 28 28 11'-B" B 27 30 32 33, .74" A 23 26 -28 29 9.5 5 T-1" A. 6'-1" A 22 26 27 28 1R-10' B 27 29 31 33 643" A . 23 28 27 .- 28 8.5' 5.5 I.S. A 5143" A 22 25 26 28 " 10'.1" B -27 29 31 32 6'J" A 23 25 26 28 12.5 6 5'-11" A V-3" A 22 25 28 27 • 9'S' B 27 28 30 31 " 5'-0" A 23 25 26 27 ' 6.5 SS' A 4'-10" A 22 24 26 27 8'-10" B 27. 28' 30 31 51S" A 23 21 26 - 27 B' 7 51-1 A -0" 4'" . A 22 24 25 28 . . 84• .. . 8 27 28. 29 30 - .5'-1". 8 23 - 24 25 .26 ' 13.5 7.5 4'-0" A 4L1" A 22 23• 25 26 T-10". • B 27 27 '29 .30 4'43" B- 23 23 -25 '26 B 4'S" A 4'40" A 22 23 - 24 25-- TS" a- 28 28 28 30 443" .8 23 ' • `23 ' 24 , 26 8.5 4'-2" A T-10" A 23 23 24 25 7'-1" 8 28 2B 28 29 1'J" B 23 23 24 25 8 T-11' A 3'-7" A 23 23 24 25 5-9'' B 28 28 28; 29 4'-1' B 23 23 24• 25 ' 9.5 3'43' A 3'S" A, 23 2J 23 24 5S" C ..28 28 28 29 T-10' - .8 24 24 24 25 10 3'S' A 3'J' A 23 23 2J .2/'G-7 6'-2" C. 28, 28 28 28 9.43" B 24 24 24 24- 11 3'-2' A 3'4r A 23 2J 2J 24 5'-0' C 28 28 28 28 ]'S' BN 24 21 24 24' 12 7-11: A 7-9' A 23 23 23 23 T -T C 2B - 28 28 28 T-1" ' B 24, 24 24 24 13 7-0" A ' 743' A 23 23 23- 21 '4'-10" C . 28 1 28 28 28 7-11' I B 24 •.. 24 24 24 ' 20 4 - 8'-11" A 7'S" A 23 28 30 31 12'-10" B 28 . 32 34 . 35 8'-1" A 24 28 29 Jt LIVE 4.5 T-11" A 643" A 23 27 29 130 1114T 8 28 31 33 35 74" A 24 27 29 30 9.5 5 T-1' A 6-1" A 23 27 28 30 10'-10' 8 28 31 33 34 6141" A 24 27 28 30 8.5' 5.5 151-11 6'S' A 5143' A 24 26 28 29 10'-1" 8 29 30 32 33 , 6'J" A 24 26 . 28 29 12.5 8 5'-11" A 5'J" A 24 26 27 . 28 9'45" B 29 30 31 33 5'-9' A 24 26 27 .28 ' 6.5 51S A 4'-10" A 24 25 27 28 8'-10" • B 28 29 31 32 51S' A 25 25 27 28 - B' 7 5'-1" A 4'S A 24 25 26 27 814' 8 29 29 30 - 32 5'-1" B 25 25 26 - 28 13.5 7.5 1'43" A 4'-W A 24 24 26 27 T-10' B 29 29 30 '31 4'41" . B 25 '25 26 �- 27 8 4'S' A 4'4T A 24 24 25 27 TS" 8 .. 29 28 30 31 443• B 25 25' 26 27 8.5 4'-7 A TAW A 24 24 25 26 7'-1" B : 28 29 29 31 4'J'. B -25 25 1 25 26 8 T-1111" A X-7" A 24 24 - 25 26 5-0" B 29 28 28 30 4'-1' 8'_- 25 25• 25 26' 9.5 3'43" A 3'S" A 24 24 24 26 V-6" C 29 29 28 30 T-10".- -B 25 25 25 28 10, 3'E' A T' 3 A 21 24 21 25 6'-2" C 30 90 30 30 7 ' T-8- B 25 25 25 25 - 11 1 3'-2' A 3'4Y A 24 24 24 26 : T-11" . C 30 3D 3DB 30 .3'S'' 8 25 25 25 25 20 ` - 4 8'-11' A T-0" A 24 29. 30 32 17-8- a. 29 33 35 37 8'-1' A - 25 . 29 31 32' LIVE 4.5 T -11" A S 6'" A 24 28' 30. '31 -0 11'" B 30 33 35 38* 74" A 25 28 - 30 31 9.5 5 7"-1' A 5-11" A 24 28 29 30 10'-10" - B 30 32 34 35 6'-9" . A 28 28 29 31 8.5' 5.5 61S" A 11" A 25 27 29 30 10'-1" B 30 31 33 35 6'J" A 26 27 29 30 12.5 6 5'-11" A 5•-2" A 25 27 28 29 91S" B 30 31 33 34 5143' A 28 27 28 30 ' 6.5 51S' A 4'-1 D" A 25 28- 28 29 8'-10' B 3030 25 32 34 5'S" A 26 28 28 29 B' 7 . 5'-1" A 4'43" A 25 26 27 29 - 814" B 31 31 32 33 51-1" B 28 26 27 29 13.5 7.5 4'-0' A 4'J" A 25 25 27 28 T-10' B 31 31 31 33 4'-0' 8 26 26 27 28 8 4'S' A 4'-0" A 25 25 26 28 TS" B 31 31 31 32 1'b" B 26 26 27 28 6.5 4'd' A T-10' A 25 25 26 27 T-1" B 31 31 31 32 1--X B 26 26 28 27 9 T-11' A T -T A 25 25 - 26 27 I.S. B ' 31 31 31 31 4'-0" - B 26 26 26 27 9.5 3'1' A TS" A 25 25 25 27 61S" C 31 31 31 31 T-110" B 26 26 26 I 27 10 3'43" A TJ' A 25 25 25 26 6--2" C 31 31 31 31 T-8' B 26 26 26 26 11 3'-2' A T-0" A 25 25 25 26 S43" C' 31 31 31 31 314" B 26 26 26 26 12 1 7-11' 1 A 1 7-9" 1 A 1 25 1 25 1 25 1 25 5'J" 1 C 31 1 31 1 31 1 31 3'-1' B 26 26 26 r 28 VCIYLIV\L IIYJ IRVI+IIVIYJ rVR.IRCJG INGLCJ Box.Beam 1 . CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 (PATIO UNRS USE 10 PSF MIN, COMMERCIAL UNITS 9. FIND THE O/C SPACING OR #OF FASTENERS FOR ATTACHING USE 20PSF MIN) TO WALL FROM TABLE 7"5 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS 10. USE THE APPROPRIATE DETAILS ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6.FROM ABOVE THEN 6. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 6.1 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING 6. CHOOSE A HEADER FROM TABLE 6.1 THAT HAS ADEQUATE SLAB 9. POST W MAYBE USED FOR ALL ATTACHED UNITS ON SLAB POST SPACING.SLAB 10. FOLLOW 9 AND'10 FROM ABOVE 7. USE THE APPROPRIATE FOOTER•SIZE SHOWN.:' A POST SIZE: CONSTRAINED FOOTER 0.042"x3"x8" Box.Beam . Detail.N30 '. ; Double 0:042"x3"x8'1 Box Beam Detail N25 Double 0.032"x2"4.625" Box Beam Detail I 8 Attached t, Freestanding or Attached: lFreestanding or Attached Freestanding or": 8'41"' S(ructure, Multis an Units Structure I Mulds an'Units :" Structare Multis an'Units . MAX S4' MAX POST LENGTH: MAX -IYAX'POST LENGTH. MAX ` - MAX POST LENGTH POST MIN FOO _41'. I . 10' ' I 17 POST. 'MIN FO• .' . 10' I . 17 POST . MIN FOOTS s. I 10 I 17PACIN A POST SIZE: CONSTRAINED FOOTER SPACIN POST STRAINED FOOTS SPACIN POST SIIE CONSTRAINED FOOTEF(FT) '25 - TYPE'4• 'd' -'d 'd'. .'(FT) TYPE d1. 'd ''d (FT) TYPE."d "d' 'd. "d .'11n1 27 in : '(iri . "(In In .n) finl' r(In (in) - m) (in 40 4 4'-0" - A- 4'-10" 8 18 24 25 27 8'41"' C -' 23 28. 30 '31 S4' B 20' 24- 26 27 4' 4.5 1'-0" A 44' 'B 19 23 '25 - 26 r-11' C 23 27 ' 29 30 ' 4'-10" B 20 24 25 26 9.5 5 3'-7' A T-11" B 19 23 .24 25 rl. C 23 27 28 - 29 4'S: B 20 X23 24 25 8.5' 5.5 Y -T` . A T-7" B 18 . - 22 24 25 6'S'• C 24 ., 26 28 29 4'-1' B - 20 23 24 25 12.5 6 T -W A 34' B 19 22 23 24 W-3' C ' 24 26 '27 28 3'-0' 0 - 20 22 23 24 ' 6.511 Y-0" A 3'-1" B ' 19 ' 22 23 24 6'-10" 'C 24 25 27 '- 28 - T-6- .B 20 22 23 24 B' - 7 2'-7" A -' 7-10° 8 19 21 , 22 23 • 5'S" - C 24 -25 26 . 27' T-3. 6 .. - � 20 21 23 24 13.5 7.5"' 7-S A 2'-0' B 19- 21 22 _ 23 - 5--1•. "C - . 24 24 '. 26 ,27 T-1" B-; 20. 21 22 23 e - 2'J" A 2'-0' 13 X19 ' 21 22 23 4'-10' C 24 24 25 27 . 2'-10' ` B 20 21 22 '- 23 ' 8.5 7-1' A 2'4' B. 19 20' 21 22 4'-T C 24 ' . 21 25 TB 2.4 B 20 20 22 23 9 2'. A 2'J" B. 19 20, 21 22 /'4' C 24 24 25 28 2'-7' B 20 20 - 21 22 8.5 V-11- A 2'-1' B ' . 19, 20 21- 2T 4'-1' C 21 • 24 - . 21 28 7S' B 20 20' 21 22 60 4 T -O' 'A 34' 8 17 22 23 24 6'J" C 21 ' 26 27 28 T43"B 19' 18 22 23 25 4' _ 4.5 7-0" A • 3'-0' ,B 17 21 23 24 T -Ir C 21 25 27 28 T-6. B 18 22 23 24 9.5 5 7-5'' A - 2'-11" ' - 8 17 21 - 22 23 5'-21' C 21 25 2.6 - 27 T-1' B ' 18 21 22 23 8.5' 5.5 2'-2' A 746' 6 17 20 22 23 414r C 21 24 25 27 7-10' a 18 21 22 23 12.5 6 2'4Y A 7J' B 17 20 21 22 4'S' C 21 24 25 26 ' 2'-7' 8 18 '20 21 22 ' 6.5 V-10" A 2'-1" 8 17 20 21 22 4'-1' C 21 23 24 26 2'S" B 18 20 21 22. B' 7, -1'43" A V-11" B 17 '. 18 . 20 21 . T-10" C 21 23 24 25 71" B 16 19 21 22 13.5 7.5 1'-7" A 1'-10" B 17 19 2021 10.5 111\ 11.5' T - 7"C 12.5' 21 22 24 25 2'-1' B 18 19 20 21 8 1'-6" A V-8" B 17 19 20 21 3'4' C 21 1 22 1 23 1 24 11 74' B 1 18 I 19 I 20 21 OVER- HANG TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES - PROJEOTION OF SINGLE SPAN STUCTURES ' e' 91. 10' 11' 17 13" 14' is, - 'iv 17, 18' 19' 20' . 21' 22' 0' 4' 4.5' 5' 5.5 S 6.5 T 7.5 B' 8.5' IF 9.51 10' 10.5' 11' V 4.5' S 5.5' 5 6.5 7' 7.5- B' - B.S. 9' 9.5 1(r 10.5' 11' - 11.5 7 S S.S -S 6.5' T 7.5 8' B.S 9' 9.5 td 10.5 11' 11.5 17 3' 5.5' 6' 8.5' r - 7.S 8' 8.5 9' 9.S10. 10:5 11' 11.5 17 ' 12.5'' 4' 6' 8.5�. T 7.5' V 8.5' 9' 9.S 1D 10.5 11' 11.5'. 12' 12.5 IT 5' 6.5 T \ 7-T1. 6.61 9' 9.5 1D'10.61 11' 11.51 17 12.5 13' 13.5' a' T 7.5' 8T 9' 9.5* 10' 10.5' 11' 11.5' 17 125' 13' 13.5 '14'. T 7.5' 8' 8.S `9'. 9.51 10, 10.5' 11' 11.5 17 12.5 13' 13.5 14' 14.5 8' B' 8.5' B' 9.5-- 10' 1D.5, 11' 11.5 17 12.5 13" 13.5' 14' 14.5' 16' 9.5' 10'`10.5' 11' 11.5 17 12.6 13' 13.5 14' 14.5 16' 15.5' 10' 9' 9.5' 10' 10.5 111\ 11.5' 17 12.5' 13' 13.5' 14' 11.5 15' 15.5 16 25) w vel mB r V V Vew Vip fYY14111, r. L 5208 Tennyson Parkway 3441 Ivylink Place AUG Plano, Texas 76024 Lynchburg, VA 24603 (434) ]84-2514 2 `% Zo O7 ca riputnam(beomcastri 7/6/2007 Page 13 of 21 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND'C.OMMERCIAL COVERS HIGH WIND AREA;' . 12 Ga 3Steel C Beain Detail.T < 16 -633'W Steel:C.'Beam; Detail - Double 12 Ga:3'x8t' St C Beam ' 'and AY 12 Ga'3'x8",SteeLC.Beam' Detail.T 16.Ga 3'x8" Steel C Bean' Detail T , Double.l2.Ga3"x8" Steel C Beam , : and AY) TABLE 6.5 Attached > Free9tandin or "' ... .,9 µ,Atlached'_'Freeslaridingor,°:;;. :-'Attached: Free standingor;.r:..; _ -,_.,.TABLE6.6':,;:Attached�,}Freestaridiri or ^Attechetl�F[eestandirior`',:. "':Attached-.Free9tandin'ar-: r :._ Structure'' Muftis an Urnts ,. -, Structure': MlilUs an Uruls : ° . Structure Mldbs an Units ;'; SViiotiire> Miiltis en lJnits Stiuduni M1A66 an lJn is Stiiidure Multis' anUrlit3'.' GROUND TRIG MAX POST MAX:. . - --'MAX POST LENGTH : MAX d '.:: ", MAX POST LENGTH ;: MAX ,MAX POST LENGTH GROUND TRIB . 'MAX" POST' .::MAX . MAX HOST.LENGTH:.. -.:. .._ ,-.. ..MAX..` °`MAX POST.LENGTH MAX --MAX POSTLENGTH' . SNOW WIDTH POST REQ'D POST MIN - FOOTER' 8 "•17:�I78'�.-POST .MIN.' FOOTER 18}_ :.POSE. MIN -FOOTER 8 .77'. 18'. SNOW WIDTH POST' REO'D .'POST . MIN FOOTE ' - B"17' ' 18": ..PO 1 LOAD (FT) SPACTEF ING FOR SPACIN 'POST SIZE LONSTRAN R S ` '- .: . L.; .,;. I T H ST MIN, FOO e': -.I '12';' •18_ .POST MIN FOOT . •e' ' 77' I 8 I ED.FOOTE SPACIN POST - ...SIZE CONS ' ' I ' �. ' TRAINED fOO IE SPACING POST ,51ZE ': CONSTRAINED FOOT LOAD' �(FT). LON ACIN FOR SPACIN .POST. SIZE CONSTRAINED FOOTER SPACIN POST SIZE: CONSl17AINED FOOTE SPACIN POST '.51ZE CONSTRAINED FOO (PSF) ON SLAB SLAP (FT) TYPE 'd "� .: "d 'd •.,(FT)TVPE' d d "4' : 'd ..' (FTI ..TYPE . 'd - d °di d'. (PSF)' ' SLAB SLAG '-(F7j TYPE -4 'd" . 'd 4' 'IFT) - TYPE - d•a" d -'d (FT) TYPE. d' 'd 'd •d (FT) (in) . in •' On . -(W O ".(In in (�) in) in) - ;(in). 6n1 pnit c(in (in) " (in) ' (in).1 -:(MF (�+)(in)Im1 "tm) 105 MPH EXPOSURE C ... .... • .... M (�) . 10 4 177-0• A 256' B .32 - 36 '40 '44- .2i'$..8 8 30' 34 ',38 " 42 :. 313'5• , C 35 37 ' 41:; 45. LIVE 4.5 15'-1' A 25'6" B 33 36' ' 39 - 44' 20'5" - B • •31 ' 34 37 '41 '37-Y' C 36 ' 37 41 . 45 5 13'-7' A 24'-7' C 34 35 39 43 20'-0' B 32 . 33 37 .41 31'-0•. C 37 37-. 40 45 5.5 174' A 23'-10" C 35 35 39 43 ,. 15-0' B A2 33 37 41-. �. 30'-1• D 38 38 40. ; 44 . 8 11'-4' A 23'-2" C 35 35 38 43 f 18'-10• B 33 3336 37 40 . . '.29'-2" D - 38- 38 '. 40. 44 6.5 10'-51 A 27-T . C 36 36 38 <2 18'-0• C 34 34 36 . -:40 28'5" , U -. 38 38 39 44 ' 7 56" A 27$ C 37 37 38 42'. 177-70' C' 34 34 '. 36.27'-9' 40 25-11'' ,' D 40 40'40 40 43- .7.5 9'-1" A 21'6•' C 37 37. 36 42".- :177-5'. C' 35 '.35 :'36 40 27'-1" D 40 40 . 40- 43 ' 8 8'6• A 21'-1• D 38 38 38 42 .15-01 C 35 35 :"35 39 • . 26'6" D 41 41 '41 43 8.5 8'-0" A 20'-7• D' 38 , 38'. 38 - ` 41- '16'-0' C '35 35 35., 39 - 2.6%0' D. • 47 '41 . ' 41 - +43. ' 9 ' 7'6' A 20'-3" D 39 39 39 41 _ '15-10: C 36 38. ' .38. 39:. .38 �; 25'6' D '42 42:. '. 42..� 43 . 9.5 T-2- A 19'-10' D 39 "39 39 41'' , 155'1C ., '78- .-38 38, . 39 'r 251 D 42 42. 42,'42. `13 /43 10 6'6' A 756- D. 40 40 40• 41:' .15'4' C' 36 36 38'. 38' .24'-7.% D' 43':' 43' 43 43 11 5-2• A 18'-71' D 41 41 41 X41 .'14'J- C.. .. 37 37 3738' 38 23' -10• D. 44 44 'A4 44 12 6 5'' A 18'15" D 41 41 41 4,1„ 13'-7" '0 37 37 37 37 ' 23'2" D 45 45 -_46 45 13 5'-2' A 1T-11" D 42 42 42 42 13'$ !D38 38 38 .38. . 38 .27-T D 45 45 .45-., 45 45 14 4'-10" A 177$ 0 43 43 43 • 43'' 12'5' D 38 38 38 38 22'4" D 46 ' 46 48 46 15 4'$ A 177-1' D 43 43 43. 43 . ' : 17-i' 0 39 38 1 39 39 638 27'• D . 47 AT - 47 47 '. 10 4 177-0' A 2561 B 33 36 40 45 20'-11" 8 31 35. 38 42 -. : 37-61 C 36' 38 42 46 LIVE 4.5 45'-1' A 24'-9' B 34 36 40 44 20'-1' B 32 .34 38 42 31',2 C 37 '37 41 '46 ' 5 13'-7• A 23'-1Y C 35 36 40 44- 155' : B 32 34' 38' 42, '31r -l' C 38 38 41 45 5.5 12'4' A 23'-1• C 35 36 39 .43 18'-9" B : 33 34 37 41 29'-2' C 38 38 41 , 45 6 11'4' A 276' C '36 36 39 43 }' . B . 34 34 37 41 -. 28'4"- 0 39 39 40 45' 6.5 10'5• A 21'-10• C 37 37 38 43 .18'.3- 17"-W B 34 34 37 41, 27'-T D ,40, : 40. 40 44 .: 7 9'6' A 214" C 37 37 39 X43 177-2" •C 35 35 37- 40 25-11'' D 40 40 40 44 7.5 9'-1• A 20'-1(r C 38 38 38 42 ..15-7• .0 .35 35 36- 416 .2801- D '41 41'. 41 44 . 6 e'6' A 20'5' D 39 39 39 42 .15-01 C .: 36 ..36t "38, 4'0..' "25'6• - D 42 - 42 42 44.-'' 6.5 8'-0" A 20'$ D 39 39 , 39 42:.' 156- 'C 36 30 38 X39, ,'25'-2' D. - 42 .. 42 42 43- 9 776- A 19'-7' D 40 . 40 40 42 .:. 15'-1' C- 36 38. 36' 39� -24'6' D 43 43.' 43' ' 9,5 T -Y A -3 79'' D 40 40 40 42 14'6' C 37 37 37 . 39 '24'-3"'' _,D 43 43 43 `13 /43 10 6'6' A 18'-11" D 41 41 41 41 14'-3' C 37 '37 • 37 39 23'-10' • D'� 44 44 44 44 11 5-Y A' 154" 0 41 41 41 41 13'-7•6 C 37 37 37 38 23'-1 •' ~D`• 45� 45 d5/;45 39 12 5'' A 177-10' D - 42 42 42 42 17-11' C 38 38' ' 36 38 22'6' D 46- 46- -_46 : 48 ' 13 51-21 A 1774• D 43 43 43 - 43 - 175• C 38 38 38 38 21'-10' 046' 5.5 48 48 46 14 4'-10" A 16'-11' D 44 44 44 44 '11'-11' D`' 39 39 39 . 39 21:4' ' •1) ' 47 47 '7 47 _47� 15 4'15• A 154" . D 44 44' 44 44 ' 11'$ ID 3'6" 39 38 1 .39 39- 20'-10• D48 41 ' 48 it 48 48 `- 20 4 '8'-11• A 24'-11" D 32 35 39 43 20'-r C 30 34 37 1 41 31'5". - 0 34 37 40 .. 45. LIVE 4.5� 7'-11"- '- A 24'-0"'' D 33- 35" 38 43 18'6' D ,30 33 37 41 30'-3- D 35 /361 40 :44 5 7* -1' A 23',2• 0 33 35 38 43 18'6" D 31 33 36 40 29'-2" D 36 JB 40 • ' 44 - 5.6 6'S" A 22'5' D 34 34 38 42 17'-10• D, 32 3356 38 40 281-3" 0 37/ 137. 38 44 8 5'-11' A 21'$ ' 0 35 35 38 42 177-0" D 32 32 36 39 27'5" D 38 38 39 43 6.5 5'15' A 211-3" D 35 35 38 42 16'4• D.:, 32 32 35 39 25-9' . -E 1 8 , 38- 38 43 . 5 0'6 7 -1- A 2• D -36 36 37 41 156" D 33 .33 35. 38 25-1• E 39 39 39 43 '. 7.5 4'6- A T0'-3• D 36 36 37 41 _ 15-1" D 33 33 35 38 .25'6" , E 35.' 38 39 43. 8 4'S" 'A 156 D 37 37 37 41 6• 14'" D • 33 33 34 38 24' . 11" E I/139 " { 40 40 �40 42 8.5 4'-2• A 15_9" 0 38 38 38 41 14'-0" D 34 34 34 37 245' E 41 41 .. 41 42 - 9 T-11" A 18'-0" D 38 38 38 40 13'6• D 34 3q 34 37 24'-0" E (41 41 41 42. 9.5 3'6' A 18161 E 38 38 38 40 13'-1" D 34 34 34 37 '23'-7' E 42 I42 42 42 42 ' 10 3'6• A 18'4" �E •38 39 39 40 12'6" D 34 34 34 37 23'-2• . E �38-]j-,24-7T 42 42 42 11 3'-2' A 171-6• E 40 40 40 40 'it' -11" 0 35. 35 35 ., 38 275• E 43 43 43 43 12 2'-11• A 15$ E 40 40 40 40 11.1' D 35 35 35 36 21'6• E 44 44 44 44 ' 13 76' A 15-1' E 41 41 41 41 101-W ,. D 35 35 35 35 21'-3' E 45 45 45 45 " 14 2'61 A 15'6• E 41 41 41 41 10'-2• . - D 38 38 38 38' 20'6" E 45 45 45 45. 15 74• A 115-0" E 42 - 42. '42 8'$p E . 3fl 1R 3R, :4R 70'.,7• F 4A 4R 48 46. -25 4 -T-2. A �, 24'-7- D- '32 .35 -39- ,43: 19'-11: .D;'. '. 29' 33 37 '41" -.30'-11•: ."D'. 34- 36. 40' '_45 ' ..4.5 V.. A 23'-T0' D 32 35 : 38 43 '19'2"- O 30 33 '37 .41. .:'29'6' D 35 36 40 38 44 ' 5 ' S$ A 27$. 0 33' - 35 38 42 . ' 'D' 31 33 36, . 40 .256' E 36 36 : 40 44 5.5 5--Y -A. '27-1' D • ` 34 34' .38 42 ' _:18'6" 17'S1 . ' D 31 .-32 38 46 27'-10"'• E ' 37 37 . . 39 43 8 4'$ 'A - 21'5' D 35- 35 38 42 16'6' D '. 32 32 - 35 39 - 27'$ E 37' 37 - 39 43 1 6.6 4'S" .. A . 20'-10'„..D D 35.' 35 .37 - 41 . - .16•-0" '' 0 32 32 .35' ' 39 ' . 2574"- E 38 38 38 .. 43 7 4'-'" A 20-0" E _ 36 36 37 . 41 .1S-0'; D . 33. ..33 ,�35 .38' •.256' 'E - 39 .. 39.' - 39 :43� 7.5 ': 3•-10• A 19'-11- . E 36:. X36 77 41. "14'6' ; ' D 33 33; 34. 38 ' ]5-1" E 39 39" 39 42 - 8'19$ '3'-7- 3'4' T -Y 3'$ 2'-10"' 2'•77. A A - A - A A A 156". 19'-1" 15$ 48'-5• 177-11' . 777-1• E. 37, 37 .,37 41 -14•-T D• W 33; . 34' �38-]j-,24-7T 24'-T 24'-1' - 23'-T 23'-2' ,'22'6' =.I. -E 40 40 40. '42 ' 8.5 X3'4' A 19'-1'' E' ', 37 37 ';37 38 41 '"13'-T D 33 33.. 34' 3724'-1' _ =4' E.. 40 40 40 42 - 9- - J'-21 A ]8'$'. "E '38'. 38 38 '.: 40 13'-1 O' 34 '34 34 37 23-T' -E '41' 41 47 42 1"5" A - 18'5 • - E - 38. 38 - 38 40 176 D-' 34 34 34 ' 37 23-Y E . ,. At 41 41..42. . 105 MPH 2'-i 0" : A 1 T-11 E ; 39 - 3B 39 40 ..17.3• : ' D 34 94 :34 -' '36 ' 27-9- E ' ' ' 42 ' 42 42 42 D 11 7-T A • 177-1" E •39 39 39 39 - 1V -T- D.' 34, 34 34 36 :27-1'. E ' 41 43 '43 ' '.43 25 ) ...4 . T -Y -A" -21'-'r- - `"'D 33 36 '40 �44' 18'-11: ' D :'_' " 30- -' 34 ' 98* � 42 : .30'-11'• : D 35 38 "40 ' -45 - ' 4.5 54' A 23'-T D 33 36 40 - 44 15-Y D 31 34 38 42 2016'• D 38 36 40 44' S 5'•9"A A 27$ D 34 35 38 43. 18'.3• D : 32- 34 37 41 .28'$' E 37 37 40 44 5.5 V-2' A 22'-1• 0 35 35 39 43 ."1 T -W D 32 33' 37 41 277-10' E 38 38- .40 39 43 8 4°$ A 21'5' D 36 36 39 43 .16'6• . 0 33 33 76 '40 277-0' E 38 38 39 43 1 6.5 415" A 20'-10' D 36 36 38 42 1[0-0" D 33 33 38 40 28'4' E 39 39 39- . 43 7 4'•1" A 20'4- E 37. 37 3B 42-' _'15'4' 0 '34 34 35 39 '• 25'6: E' 40 40 40 43 7.5 3'-101 A 10'-11" E 37 37 38 42 : 14'6" D . 34 34 35 . ' 30 . 25'-1' E .40 40 40 42 - ' B 8.5 9 9.5 10 11' '3'-7- 3'4' T -Y 3'$ 2'-10"' 2'•77. A A - A - A A A 156". 19'-1" 15$ 48'-5• 177-11' . 777-1• E E E E E .-E 38 39 39 39 40 ''40 3B 38. 39 39 '. 40 40 3B 39 39 ;. 3.9 '' 40 " 40 42 41. 41 41' 41.. ( 40 ` 14'-1' 13'-T' 13'-7• .12'6" 121-3' . ..11'-77.' 0 D D .D- D D`-' 34 - 34 35 35 ' 35 36:' 34 34 35 35 . 35..:35 .36..:' •35 94 35 " .35 36.' - 3B 38 .' _ 3B, .37. ...37 :. 37. 24'-T 24'-1' - 23'-T 23'-2' ,'22'6' =.I. E ' E E .. E E4J E 41 42 42 43 .44 41 42 42 43 47.43:' 44 41 02 42 - 43 44-.. 42 42 42 43 '43 44 30 4 - 5-0" - A '23'4' `0 . 32, 38 39 '43•' . 18' T 0 -30, 34 ' 37.: 41.' ' 29'-1" . E 34 37 41 -.45 4.5 5'4• ' A - 22'-27 D 33 35 39 43' _ ' 1776" ' D 30 33 37 41 28.-0• E - 35 : 36 40 45'. 5 4'-10' A 21'46". D 34 35 38 43 ` 156" D. 31 - 33- .36 40 ,277$ E 36 - 38 40 44 5.5 4'4• A 201$ O 34 35 . 38 42 AS' -11' D 31 32 36 40': • 26-Y E 37. 37 40-' 44 8 4'$ A 20'-2 E' 35 35 � 38 42. 15'-1" 0 32 32 35 39 - 25'15" E 38 38 ' : -.39 6.5 7 3'6" 3'6' A A 19'6• 191-2" E- E 36 36 36 36 38 38 42 42 14'-6" . 13'$ . D 0 32 32 32 32 35 35 39 38 24'$ 242" E E'39 38 36 39 43 43 X7.5 3'-T A 16'$ E 37.37 37 41 13'-2' 'D 3333 34 38 23'-7" E 40 43 8, 3'$ A 18'4" E 37 37 37 41 176" 0 33 33 34 37 23'-i" E 40 40 f 42 8.5 �2'-10' A 1 T-10" E 38 -' 38 38 41, . 12'-2' D 33 - . - 33 34 ' 37 ' 276" E 4. 1 .42 . 9 ! 2'6" A ' 1774" E 38 38 38 - 40 11'$ D - .33 33 33 37 _ =4' E 1 . ' I . . X42 8.57B\ A 15-101 E 38 38 38 40 . 11'4' . 0 34 34,, 34 36 .21'-10" E 4 4 1"5" E .. 39 39 3B 40 • 11'-0' D 3a 34. 34 96 21'5•. E42- - 4. . 105 MPH EXPOSURE C - O ESS 30 4 6'$ A D 31 35. 38 42.18'6'., D 29 '33 38 40 . • 4.5 154' 4'-101 A - X23'-1" 27-Y . '21 D ' 32 ' 34 . 38 .. 12 - , I r_e, 0 ..30.. ' 32 . 36 . . 40 �1!^ p 5 A a D 33- 34 38 42 16'6• D 31- 32 - 35 39 �<vi`vv • 5.5 4'-4 A 2016 ,0 33 34 37 - 41 -15-11' • D 31 32 95 39 ' �V` rQ` 'Y9 6 4'-0' A 20'-2" NIZ 34 34 37 41 =15'-1" D ' 32' . 32 35 38 6.5 3'6" A. 19'6" E� -x.34 34 37 41 ' 14'5" D 32 32 34 ' 38 W 7' 3.15" A 19'-Y E X35 35 37 41 13'6" D 32 32 34. 37 '� 6 :139 7.5 T -Y A' 18'-9' E 36' U 36 40 13'-2" D 33 33 33, 37 . Cypp 1 EXp, 8 T-0" A .18'4" E. 36 36 36 40 176" D 33 33 33 37 [ �� \✓ 8.5 2'-10" A ' 177-70' E 36 36 '36 40 1Z-2" D 33 33 33' 36 017 9 76• A 1T4" E 37 37 37 40 11'6• D 33 33 33 3e p CIVI,L 0.6 10 76, 2'15" A A 15 19• 16.• 5 E E . 37 38 37 38 37 38 00 39 1114" 116' 0 D ' 84 34 34 34 34 34 30�TFOFCALIF�% 35 KA BUTTE COUNTY�� Page 14 of 14of21 21 BUILDING D1VISIOA 2 4.20®7 APPROVED , SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE' - TABLE 6.6 12.Ga'3'x8" Steel C Beam Detail T ' 16 Ga:3"x811 Steel G Beam Detail'T .' Oouble.12 Ge 3'x8" Stee1.0 Beam IT and AY ' Attached Freestanding or . C 31 or . 38 Attached .. Freestanding or, ' 35 37 Sir: Mullis an Units" 4.5 T-11' Mulhs an Units, 3/ Structure Mullis' n Units GROUND TRIS MAX POST MAX - - .' MAX POST LENGTH MAX .- 41 45 33 . MAX POST LENGTy -. MAK: D - MAX POST LENGTHSNOW 39 44 . WIDTH POST REO'D POST MIN FOOTER .8' I ' 17' 118' POST. 37 IFreestanding ' 8' I 17 118' POST MIN FOOTER ' 8'' 117 118'LOAD 35 (FT) SPACING FOR SPACIN POST SIZE CONSTRAINEDFOOTE SPACIN 38 CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS(PSF) ' '36 ON SLAB SLAB (FT) TYPE 'd' "d' "d' •d' (Fr) ''d'' 39 'd" 'd'(FT) 40 44 TYPE 'd''d : '. 'd"FT D -36 36 38 43 16'-4' D h) in in) In '36 40 26'-9' E h in) h 39 40 44' in). fm) (in) (in 20 4 V-11" A 24'-11' D 33 38 40 44 20'-3' C 31 34 . 38 42' ' 311-5 D 35 37 '41 ' 46 LIVE 4.5 T-11' A 24'4 D 3/ 38 40 M •' 191-5' '. 0 31 34 .. ,38 -42 30'4" D 36 37' 41 45 33 . 5 7'-1' A 23'-Y D -34 36 39 44 . 18'8' D 32 34 37 41 29'-Y D 37 37 41 45 - 37. 5.5 6S A ' 27S' ' D 35 35 39 43 17'-10' O 33 33 37 41 ' 28'-3' D 38 38 40 . 45 6S' 6 5'-11" A 21'4 D 36 '36 ' .39 43 17*LV' D 33 33 36 40 27'8' D' 39 39 40 44 40 6.5 SS A 21'-3" D -36 36 38 43 16'-4' D 33 33 '36 40 26'-9' E 39 39 40 44' 38 7 5'-1' A 20'8• 0 37 37 38 42 .15,-r D . 34 34 , 36 . 40 26-1" E.. 40 40. 40 44 '44 7.5 4'-9- A 20'J' D 38 38 38 .42 15'-1" D 34 34, .35 39. 25'8" E 41 41' 41 '44 . 201-2- a 4'S ' A 19'-9" D 38 38 - 38 42 14' 4 D 34 '34 35 •. 39 24' 11• E 41 41 41 - 43 45 8.5 4'-2' A 19'-S 0 39 39 39 42 14'8'. ' D 35 35 35 .38 24'S` E 4242 37 42 43 ,24'-10" 8 T -11131-5"W 19'-0" D 39 39 39 41 131-5" 0 35 35^' 35 38' . 24'44. E 42 - 42 � 42 43 .` D 8.5 Tor A 1B8" E 40 40 40 41 13'-1' D . 35 35 35- -38 "23'-T E 43 43 43 - 43' 41 10 T -W A 184- - E 40 10 40 Al 178" - • D ' 35 - 35 35 37 23'-Y E 43 43 43 43 9 11 T -Y A 17'4 E, 41 41 41 41 1T-11' 0 36 36 36 37 22'-5" E N 44 44 44 • 44 12 7-11" . A 18'-9" E 41 41 41 41 11'-3' .0 38 38 36 36 21'3" E 45 45 45 45 - 37 13 78' A 16-1' E 42 42 "42 42 10'-8' ' D '37 37 ' 37 ' 37 "21'4` E 48 b' 48 48 20 4 8'-11" A 244' D 34 38 '42 46 201-3' C 32 36 40 44 . 30'-7" D 37 39 43 48 LIVE 4.5 T-11" A 234" D 35 37 41 46 18'4 D 33 . 36 39 _ 44 29'S` D JB 38 43 17 1T4" 5 T-1" A 274 0 38 37. '11 45 18'8" D 34 35 39 43 281-5" D 39 39 42 47 43 5.5 6S' A 21'-10" D 37 3740 5'-11' 45 17'-10' D 34 35 38 43 , 27'4 O 40 40 42 46 ' 42 6 5'-11" A 21'"Y D 38 38 40 44 1T4 D 35 '35 38 42 26' 4 - D 41 41 42 46 5'-11 6.5 SS A 20'8' D 38 38 40 '44 164" 0 35 35 38 42 26'4 D 41 41 41 46 41 41 7 5--1' A . 201-2- 0 39 99 '. 40 44 15'4 D 36 36 37 41254" 18'4" D E 42 42 42 45 38 7.5 4'4 A IV8" D 40 40 40 44 15-1' D 36 36 37 41 ,24'-10" E 43 43 43 45 E 8 4'S" A 18'4" D 10 40 40 - 43 144 D 37 37 37 40 244' E 43 43 43 45 39 8.5 1'-2" A 18'-10' 0 41 11 11 43 , 14'' D 37 . 37 37 .40 23'3' E 44 44 44 45 16'-11' D 9 T-11• A 16'4. D ' 41 41 41 43 13'4 0 37 37 ,37 40 234" E • 44 44 44 44 ' 11.4' 9.5 3'4 A 16-Y E 12 42 I2 48-. 13'-1' D 77 37 37 39 27-11' E 45 45 �5 45 40 11 10 9'8' A 1T•10' E 42 42 42 43 12'8' . D 38 38 9B' 79 .278" E 46 46 46 46 1/ T-2' A 17-4" E 43 43 43 43 11'-11' D 38 38 38 39, 21'-10' E 48 46 /8 46 20 4 8'-11" A 27'4 O 36 39' 43 17 1 •'16'8" C 33ii . 37 11 45 29'4 D 38 ' 10 44 49 LIVE 4.5 7'-11• A 22'-1" D 37 38 42 47 17'-11" . C 34 38 40 44 2T-10' D 39 39 44 48 in (n In) in 5 T-1' A ' 214• D 37 . 38 42 46 1T4" 'D 35. 36 40 44 26-11' D 40 40 43 48 ' 24'-7" 5.5 6S• A. 20'8" D 38 38 42 46 ISS" 0 35 35 39 43 26'-1" D 41 41 43 48 34 6 5'-11' A 20'•1" D 39 39 41 46 158' D 36 35 39 43 25'4- D 42 42 43 47 30 6.5 SS A 1Ir-T D 40 40 41 45 15'-0• D 36 36 38 42 24'8' D 43 43 43 47' 17-2"- 7 5'-11 A 19'-1' D 40 40 41 4$ 14'S" 1D 37 37 38 42 24'-1" D 44 44 N .47 36 7.5 4'8' A 1818" D 41 41 41 45 13'-11' D 37 37 38 42 238" E 44 44 44 46 .35 84'S 36 A 18'4" D 42 42 42 45 IT -S' D 38 38 3a 41 23'4 E 45 45 45 48 A- 8.5 4'-Y A 17'-11' 0 42 42 ' 42 44 13'-0' D 38 38 38 41 22'8" E 45 45 45 46 IT -2' I 9 X-11' A 1T-7' D 43 43 43 44 178' D 38 38 38 41 27-1' E 46 46 46 46 39 9.5 3'4 A 17'4" D 43 43 43 44 174 " D 38 . 39 39 40 3 21'" E 47 47 47 47 40 10 34 A 16'-11' D 44 44 44 44 '11'-11" D 39 39 39 40 214" E 47 47 O 47. 19'-10^ 11 X-7 A 16-1" E 44 44 44 . 44 . ' 11.4' 0 39 39 39 40 20'4 E 48 48 . 48 48 12 1 7-11" A ITS` I E 45 45 45 1 45 if 10'-10" 1 D 1 40 ' 40 1 46 1 40 11 20'-1" E 49 49 49 49 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2 CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 2OPSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS ADEQUATE, CLEARSPAN FOR YOUR NEEDS. 6- DETERMINE TRIBUTARY VMDTH FROM TABLE 6.6 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 6.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. S. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING -AND MULTISPAN UNITS USE TABLE 6.8 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB T. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.5 SLABS. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST W MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE 40 12 Ga 3"x8" Steel C -Beam Detail 16 Ga 3'X8" Steel C Beam (Detail T : Double 12'Ga-Tw"•,Steel C Beam(T and Al 'TABLE 6.5 z: Aft .edi Freestanding or. '•. _Attached- Freestanding or. Attached Freestandingor' --28 - Structure Mullis an UNts. � Stiuoture Mullis an Units. _ Structure M61 is an Units GROUND TRIS -MAX, POST -•'MAX. .:' MAX POST LENGTH - 'MAX` MAX POST LENGTH MAX;"� MAX 13 LENGTH SNOW WIDTH POST REOD POST MIN OOTEe• I 12 1 18' POST 'MIN FOOTS ,8' 12' ' 18', .. POST MIN FOO ' 8' I 17. I 1B' LOAD SPACIN . FOR SP, .POST - SIZE., CONSTRAINED FOOTER SPACIN POST -'SIZE CONSTRAINED FOOT _ SPACIN POST SIZE' CONSTRAINED FOOT (PSF) ON SLAB SLAB (FT) TYPE' 'C •d' 'd 'd' (FT) ' 'TYPE ''d' - "4• 'd' 'd' (FT) TYPE •(n •e.N ' .. FT .. in (n In) in in) (in) In (in) Ih , (in) 40 4' 4'4 A 21'-0" D - 31. 3S, 38 42; 18'4" 'D --28 - 33 36 '40'-26'S•. 34 �E 33 38 40 44 : 38 4.5 4'-0" A 20'-2' E 32 3i 3842 E •15'4" - D 29 32 35 39 2S-'" E • 34' 36 39 43 ' 33 5 3'-T A IIr-6" E 32 .34 38. ' 42 14.4• O '29 32 35 39 ' 24'-7" . E 35 35 39 43 2/'S" 5.5 T-3" A 18' -IT E 33 34 37 41 13'8" D 30 31 34 38 23'-9" E 36 36' 39 43 32 6 3'4 A 18'4' E 34 34 37 41 17-9" D 30 31 '94 38 23W E 37 37 38 42 28 6.6 2'.9'. A 17'-0" E 34 34 37 41 17-2"- D 30 30 33 37 22W E 37. 37 38 42 9'S 7 7-7' - A - 1T-1" E 35 '35 36 40 ' 1117- O 31 31 33 - , 37 21'-11" E 38 '38 - 38 42 35 7.5 2•S A 14r -T E .35 35 . 36 40 11'-1' D 31 91 33 36 . 211-5' E JB ' 78 36 42 33 8 74' A- 18'-0' E 38 JB 38 10 ' 108' D ']/ 31 32 38 21'9' E 39 - 39 3B 41 IT -2' I 8.5 2'-1• A ' 1S -T E 36 36 36 J9 ' 17.3' D 31 31 32 '.36: 20'-7 E 39 '39 39 41 10.51 9 . ' 2'-0''- A 15'-1' E - 38 , 38 38 39 9'-10" E 32 32 • 32 95 20'-Y F 40 40- 40 . 41 - 9.5 1'-11- '. A 111-5' E , 37 37 . 37 38 32 32 .. 35 • 19'-10^ . F 40 _ 40 40 41 60 4 , 3'4 , A 18*4".' E 30 34 37 41 i 17-10' D25 12' D 31 34 38 23'-1' E 32 35 : 38 42 S' 4.5 78" A 1T8" E 30 33 37 141 11'-11' D 27 30 33- - 37 27-2' - E ' 33 M 38 42 T, 5 7S' 'A' 18'8• E 31 33 M 40 .11'-2" 0 27 30 33 38 2/'S" E 34 .. 31 38 42 10.5 5.5 7-2' A 15-10" E 31 32 36 40 1014 D 27 29 32 36 20'3' E 34 34 37 41 6.5' 6 7-W A 15'Q" 1 E 32 32 35 39 9'-11' E 28 29 32 35 20-2' F 35 35 37 41 10, 6.5 1'-10" A 14'-7• E 37 32 35 39 9'S E 26 28 31 35 19'-0" F 36 36 37 41 13.S 7 114 A 14'-1' E ' 33 33 35 38 . V-0" E 28 28 31 34 1 V-2' F 36 36 37 41 9.5 7.5 V -T A 13'-77 E 33 33 34 38 8'-7- E 28 28 31 34 18'4 F 37 37 - 37 40' 13' e 1 . 1'$ I A IT -2' I E 1 33 33 1 34 38 8'-2• I E 1 29 1 29 1 30 1 34 Ij 1.8'41 4 F 1 37 1 37 1 37 1 40 OVER- F Post Description axium TABLE 6.6 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACNED STRUCTURES Footing HANG - 0.041"XTx2l" Steel Clover d = 23" 12' D PROJECTION OF SINGLE SPAN STLICTURES d = 23" 15' E 0.188"ffx3" Steel Square d = 37" 181. F Fi S' 8' 10' . 11' 17 .13' 14' 1S 16 1T . 18'. 19' 20' 21' 27 V 4' 4,5' S 5.6' 6' 6.5 T, 7.5' Ir 8.5' V 9.S 10' 10.5 11' 1' - 4.5' S5.5' 6 6.51 T 7.5' 8' 8.51 9' 9.5' 10• 10.5 11' 11.5 7 5' 5.5' 6 6.5 T 7.5' 8' 8.5' V 9.5 IV 10.5 11' 11.5' 17, 7 5.51 6 6.5' T 7,5 6 8.6 V 9.5' 1V 10.5 11' 11.5 17 126 4' 6 6,5' T 7.5' 1. 8.5' 9' • 9.5 10, 10.5 Il' 11.5' 17 12.S' 13' S 6.5' T 7.5 8' 8.5' V 9.5' 10, 10.5' 11' 11.5 17 125' 13' 13.S S 7' 7.5 8' 8.6 8• 9.51 10' 10.5' 11' 11.5' 17 12S 13' 13.5' 14' T 7.51 a' 8.51 --. 8' 9.5 1V 10.51 11' 11.5' 17 125' IT 13.5 14' 14.5' 8' S 8.5' V "11.511 1 (r 10.5' 11' 11.5' 17 125 13' 13.5' 14' 14.5' 1s' V 8.6 V 9-T 101 \10.5' 11' 11.5' 17 125 13' 13.5 14' 14.5 15' 15.5 101 B• 9.6 lir 10.51 11' 11.5' 17 125'. 13' 13:5' 14' 14.5' 15' 15.5' 16' TABLE 6.8 Post Requirements for FreestandingStructutes F Post Description axium POT Footing FMax t - 0.041"XTx2l" Steel Clover d = 23" 12' D 68139 0.041'x3'x3" Steel Clover d = 23" 15' E 0.188"ffx3" Steel Square d = 37" 181. F CC 81301 0:188"x4'x4" Steel S' uare d = 44" 18' G C10V �P S OFCPQ\��� AUG Amerimax Buildingacts 6208 Tennyson Parkway 3441 Ivylink Place D, Plano, Texas 76024 Lynchburg, VA 24503 (434) 384-2614' ea rlDutnani0comcast ri 7/6/2007 Page 16 of 21 SOLID COVER 6.0 P05T SPACINGS FOR PAT10 AND COMMERCIAL COVERS HIGH MI&AREM".;;7 6:5" Rollformed Fasci Califomig.Eklrudeff WIDEitail G),!•:` Clatsid. Extruded:Fascia.(Detail: H) $5",Ro Fdrrhed Fasda'(Detall�E)%�!-, - GaRfomla -.F �i- , Extrudedscia.(Detall TAg-LE6.9 - " j - - - - 'Attachedt 6 ::Structure.: Ulu's it"u'' muffiiiWurlits: :L': S u p n. ru ost. "MAX LEN MAX OL TH POS OUND --"4�bST,'UE4dTk.l;'-. ltw: J `,'MAkPOSTLENGfH.: G'ROyuD T?!B� TRFB 'MAX MAX POST LENGTH POST ST SIZE CPNSTtt�I�ED,FOOTE', MIN FOOTER :r POST._ SNOW WIDTH POST .1. o.. MIN ;PACIN MEN F •;P SLAB SPACING FOOTER SP�Sfl� PRT (in ON SLAB (FI .0 pn),, .._(Iny. '-(in) (I.)• fin). , -, j ., . I �!. , .�Fr n (16 . 'jFT:` ON SLJ.. M TY• CON S TRAINED -JG FOR 7s"I.- &'ZT"NEOFOOTEF l(FT)..*,. LOADGROUND D (Fr) SPACING. 'PO ;3 664� ZOOOTE (PSF) . 1� (FT . PE '(�SF) inf- (in). 105 MPH EXPdSL-JRE C 10 4 IT -O' A- 91-11, "A 23 is is.-- I 'll'.0- A 24'�;- 2.4.. 1;- -30 30 .32- -',I3-r A '.2 29 3N 1 LIVE 4.5 IVA, A 91-0" A .23 27 2b 30 1. 1.,.* 'A' i4 ;:28 25 'i-`-'� '3'O: A .26.. 29 31, 32. .31 5 IT -7' A' 8'-4" A. 23 26 28 29.; O -r A 25 '28 -29` 31c: 24 A 'V 29. 30 32 29 5.5 I74* A T4- A 23 26- -..2.51 24 0- I;k- 25 28 :-29 .31,:- 20 A 27 29 11.x9' 32 29. 6 11--4- A r-21 A' 23 .26 '27. 28:- 1W A: 25., 27 29 3.6:. A -a. 28 28 30 .31 a 6.5 101-51 A 6-6- A 24 25 27 28: A -,26, 27 27 -28 T B .-28 28-1 36' '31 ',1 7 11. A V-3" A� 24 25 26: ;1?' W-3� :::,: �4 S. i?8.". 2i W -3T- b 29'l :'-3 29':: 3V'.; 7.5 91-11 A 5-11" A 24 2,k 264 . 27- S -.S.. .26 .2 A.. 28.- 25 26 28-- -2'9". 21i '29..' -3l.;. 26 - 10'-T A 5-4- '5'4" A 24 24 25%. ,---27:,: 8 j 27._ 74' •::-30'- 25 25 26 27.•` 30 '�36--' 10 31' '27 8.5 81-T A C 'A 24 24 26' . ii " T-1 U- 27. A 2 24 *25 25 26 23 30 A, :-26 9 TS A 5* -(r A 2 4 24 25 26!, -r-B*. Ii: 27 27: -.:27, ?9-zl' -Sw - 25 30.,.. , 30 .30 • 30 "A ILS T-2" A 4* -10' A 24 24 3 I� B.. is"'- 2IJ 28- 7�. 28 ;,W-3- A 31 = 31 '.31' .:31; 26: -T-l- 10 64r A 4'-77 A 24 24*,- 31 is ;T -3" .'-B 30 �:26` 10 11. 10--l- 4-7' 31 ::-3131' 25 25 28 11 T-2' A 4*-- A 24 24 . 24 25. - T-11- 2 is •26 11 6'-2' A 32: .3j.'. -32 32 32 25 12 51-W A • X-li" A 24 24 �24 .24 1 V-7' _13' . -29 .'�29 ?S 12 . 51-81 .32 32� A -.32 25- 13 5�7 A 3-7* A 24 '24, .24 ','9-. r 6-4- ,.I ?S S. `29 33 21- 9 , --f C V-2* 33 33' A 25 14 4110' A T-4' A 24' 24 24 M 6'-1! 30 307 , �l• -io:. 34 34 25 U33: , W-1 O� 34 I--I(r I is 1 4-.6- j A 1 3 .2. 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'28.' .29 . 19 -4 •8 31, ?l 31 31 9 76' A 5--M A 25 25 25. 26-: T3- "A .28 ?S . 28 27 IV -0", B .31 3 I� 30 9.6 r -y A 4'-10- A 25 26 25 26: -T-l- A 28 28 28 27 0-11' 8 31 31.. 31�, 30 �:26` 10 11. A 4-7' A 25 25 25 28 -'6-11" 8 28. 26 ;8. 29 -9-9- 8 32 32 32 X31. •26 11 6'-2' A 4'-? A 25 25 25 25 6' B 2.9 -28 -29 m 29. 9�-6' 8 33 33 33 ,32 31 12 . 51-81 A 3--11- A 25 25- is 25... W-311 a , 29- 29 2:9 - :29 ','9-. r 8 33 33 33 33 13 V-2* A 3-r A 25 25 '25 25. 6;-W"*: C 310 .:06 2;. :.336..'...' .23 D 32 34 34 34 25 14 , W-1 O� A I--I(r A ' 25 LLL� 25 25 25.. V-10" 8 J. 30 2 33�O D 81-9" c '34 34 .34 .344 15 1 4,_W A 1 Y -T 1 A 20 . 1. 21 . 25 2S, Tr B '. 36 '30 30 1:.;30.' 27- , --W6; C 35- 35 35 35 20 4 13;-j A 61-I0" A Is 24 26 27 99" S.' '23* 28 -29 30..' '.13'-1*, 1 S. - 2S' 29 3N 1 ,M LIVE 4.5 T-11' A A.: .;IS A :- 19, 24 25, -26.. .23 B. 20 2� 21 ..-30:. 12* -7' 8 26 29 j30/ 32 S -Ir.- r -l- A 4'-10^ A is 21., 24 .26, 8',7' 8 23 -- 71"- :28: 30,'. '12--:" a 26 1 28' 30. 31.' 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A 20 20 *21 22 w4r B 26 .26 26 27 9--g- D 3 . 0 30 30 30 �:26` 10 Y -W A 76" A 20 20 21 22 • 5'-10" 8 26 26 26! 27 9* -7" D .31• 31 31 31, •26 11 T -r A 74" A 20 20 21 22 8 26 26 26 26 S--2- D 31 31 31 31 12 7-11, A i -l- A 20 20 21 22 ff 5'-r C 27 27 27. 27 0 32 32 32 32 13 2-4- A 11-11" A 20 21 22 23 .4. " C 2; 2;. 2;. 2; .23 D 32 42 .32 32 25 14 2* -6' A I--I(r �k 20 21 22 23. . 41--191 C -C 2 2 2 IF :::S" D 32 32 32 . 32, ., 15 1 7-4" A Y-8" A 1 20 . 1. 21 23. 1 24 4'-6-. 1 27 27 27 27- , T-9' -D .33 33 33 3 3 ;ic-ExtrudiRd,Fascia,(Detail ,H). "'Attached" Free '25, A'. '-'54- 'A 20 -25' 726 27. 9'6' 8 '23 .4.5. 6-4. A 5'-1" A.: .;IS 23 25 26, s' -I 1":., ii.- .23 27 28 30.- 2" - 4'. 3'1 ;a i6 29 5 S -Ir.- 4-77 'A. 19. 23 24,.' 25 23 ',B., 2 3 2i- 28 29 -- 71"- C� 26 .111-11, C 31 28 30:, 5* -r. 'A• "4* -3- 2.A W 22.. 24. -..2.51 -"A B.- - 21 26 28-* • 29.. ",11'-Z" �- :24 :'27' is 30 31 C 1, : 28 28 A. 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'-'54- 'A 20 -25' 726 27. 9'6' 8 '23 4.5 6-4- A -5--l- A "26- 24 I-- iS ii.- i--il- �24. 28 is 3'1 "Z4C i6 29 -32 5 A 4-7' ' ' A' X20.' 23 `25-` '20::!, a 24 �7 v v 36 .111-11, C 2 7. 28 30:, . .31.. 5.5 5-2" A 4--3- -"A "20 23 25 B'-0" B :24 27 28 3.0". .11'-7" C 1, : 28 28 31 6: W -S! - . A. 3' -11" A-" :20 23% .24 24 25 2 6.5 •A.' 3--�- "'A -20 22 23 24 7 --3� - 8 '26: 26 '11i 0 29 29 29 31 7 W-17 A T -S"' A 20 22. _23 24 6'-11" 25', ifi. 27 •29 .:1 (W 29 20 is '36' 7.5, 3,,IW A ,T-2- A' 20 1 21 2 24 S6'.. c 25 26. 27- 28 �JO-T: .30 SO..- 30 30 3`74 A A 2 D 21 122• C: 2� 2 28 30 -io 30 A' X-101 ' 20 21 22 23 :- -�3t 6 '26 26 27 D 3a ', 33' I . 3-3--4` -Y'2" -S- A 20 2 22 23, F -0r.- -C -26 .26 i2i 'D''31 3 �31 3i A "26" 20 21.." V:� 31 :* 3 31 A..� 0:,. 20: 21., �-:C -27 t: -2i 0, 31 31 31,-,* 331:f i r -r: A - 2-- 2- .. •20C -.27 .,;27 2V 32- ..32- 32 -130MPH-EXPOSURE C' 30 V 16,6r. A 4:-10m -:'A. 1B 24.".* .25 -26. 8'4t. .23 27, -30 17-1" :C 25 Z9..: 31::' -32, ,d,5 .54.": A ..4-4- ..A Is 23 .-'24 8 23 27 28 ;-30. C 2? *. 32 5 4'-l& 3•=11' A 19- "23'. ':24 25.,. 23 27� ­ 28. . . . c .�: . 2 .: 29": `30 '12 6.5 44. A W-7' A 19 22 23 24 T3`; 8 24 26 28 29 '27 28 30 31 o� 6 W-97 .'A 1-4- A 19 22 23 6--1 10'. 8 24 26 27* 29 . 10 -7- -D* :is 28- .:30 31 5 ,7 6.%, 3--8- A T-1- A 18 21 22 23 6-r. C 214 26 27 28 AW -3' D 28 28 29. 31 3'S A X-101 A IS 21 22. 23- • -'&-ll c 24 25' 27 28 "i'll; D 29 29 r. -29 '31 7.5 A 76- A 19 21 22 23 6--0- C 25. 25 26 26 9--10- D 29 -29. 3V 8 `T -C" . �1� A F-4- A 19 20 21 22 5,-10� C 25 26. 9'.7" D 29 29 "-o 8 2'�T� A , 2* -S' A 19 20 2 1 22. 5.-,r c 25 26 2.6.. 2 8•-4".'0 3(! 30' � ;10:. ;S i 2'4*\ ',A L 7-3-: A 19 20 21 22, 5-4�' 'C.-:"' ..25 25 25 27 -I- D. 30 '567 . 8.6 X4-. .2 --21. A 1? 20 ..21 22 . 25 ;:W -10" D 30 '10%. ,2-6!- 1�2;-0- 105 MPH EXPOSURE C .%N 'V T R 30 A 23 24 is B. 22- 27.. 28: 30 1.5 V-4- -A, 4-4?x \A ',25�, B -23 2*9'- 5 41-;(r A T-11- IS' 22 23 24 . T-8* .8 23 - 26 27. �Dl 5.5 A !Y-7' - \A\ IS.. 22 23 2 4 'r -W B. 24- 26 27 26 6 6.5 4-W T A A - .314, . 3'-1' A,� A S is 21 21 - . 22 22- 23 23 :V.11* W-7' .8 C 24 24. J. 25 25 27 28 26. 28 Lu m 39. -V m 7 3'-57 A 2-40: A \1`6 - 20 22 23 T. -W . C 24*, 25 26� 27 7.5 W-2" A 2'-$' A is\ 20 21 22 6,-(r' C. 25 25 26 E 8 T-0- A 2W A 18\ 20 21 22 5'-Ilr -C Z 25 26 21 6.5 2'-10' A 2--S7 A IS \j.\ 21. 21 5'-T.C. 2: ..2 25 27 cIvIlL. 9 9.5 2',B" 2�� A: A Z-3' 2-2' A A 1 8 1 20 l9k, ".20 1 �l il 51 S--3- C C'. 2 25 2:� 2S' �26 25 26 tAt 10 2-1- A 7-v A I: IS '20 21 5--l- C 28 26 26 26 M AM$. IJVU077/1'2007 BUTTE COUN 29.1,oi21 SUILDIING.1i DIVIS10K SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE 6.5" Rob Formed Fasaa Detail E ' _ Caltfortila.Extruded Fascia Detail G Classic Extruded Fascia (Deta11.H) *• TABLE 6:9 : - Attached Freestanding or ; Attached „; Freestandng or I. Attached Freestanding or.. GROUND SNOW (PSF) TRIG MAX POST WIDTH POST REO'D (Fn SPACING FOR ON SLAB SLAB .......,., �. ..,... ,. MAX POST SPACIN (FT) MIN POST TYPE FOOTER SIZE 'd' (in) MAX LENGTH 10'. I '17' CONSTRAINED FOOTE 'd" `"d' - "d" (m (i� on .. MAX POST - SPACIN (Fr) .' MIN POST TYPE .. - FOOTER 512¢ •d''''••(FT) .: (in) .MAX POST LENGTH': e' I _10'- I - 17 CONSTRAINED FOOTS MAX „ -POST JMIN SPACING FOOTER SIZE 'd'.d' in MAX POSTLENGTH ,, B' 10' �17LOAD' CONSTRAINED FOOTS 'd' •d' m) 1.1fin 20 LIVE 4 4.5 5 5.5 8'-11• T-11• T-1' 6S A A A A 5-10• 513' 4'S" A A A A 20- 20 - 20 20 25 24 24 23 26' 26 25 25 28 ' 27' 28 . 26 .. 8'd' 6-Y 6'-1' 81-Y ". 13. B B B 23 24 24 25 .28 28 27 27 30 29 29- 29 31 31. 30 30 . ',13'-1' f7-7• 17-2" 11'4" B B 8 C 26. 27 27 28 30 29 28 :. 29 31 - 31 '; 31 30 33 32 32 - 32 21 8 5'-11" A 4'-1• A 20 23 24 25 7'-9' 6 25 27. 28 30 1,-5" 5 7'-1' A 4'-10' ' 28' . 28 30 32 27 6.5 51 A T -r A 20 22 24 25 ,TS" a 25 26 28 29 11'-1' C 29 29 ' 30 31 26 7 5'-1' A T -V A 20 22 23 24.. T -Y B 25 - 26 28 29 10'-10' 'C 29 29 30 ' 31 7.5 4'4' A 3'•4" A 20 22. 23 •-24 6'_10' S 26 .26 27 28 17-T. C . 30 30 - 30 _31 31 30 8 4'1' A 3'-1" A 20 21 23 '24 6-7" : B 26 26. .27 28' 104"�. C 30 30 30'. 31 32 8.5 4'-2" A 7-11' A 20 21 22 23 6'S• B 26 ' 26 27 28 10'-21 D 31 31 31 .31 . A 9 9.5 7-11' 3'4• A A 74'. 71• A A 20 20 21 20 22 1 22 , 23 23 61-Y 6--0" B B 26 27 26 27 27 27 28 28 16-0' 91-9' D D 31' 31 31 31 31 31 31 31 23 10 '3-6* A 74r A 20 '26 21 ' '22 5'-10" B 27 i 27 27 27 9'-7• D 32 32 ' 32 32 B 11 7.2" A 71" A 20 20 21 22 .51S: B 27 27 27 27 B'-2" D 32 32 - `32 . 32 28 12 7.11• A 7-1" A 20 21 22. 23 5'-21 C. 27 27 27. 27 . 8'4' Y 33 33 . - 33 33 ; D. 13 74' A V-11" • A 20 21 22 23. ..4'-11' ' C 28 28. 28 2B e'-5" .D 33 3J 73 '• 33 20 4 e'-11" A 5-10' A 21 - 26 27' 29 91S B 25 29 31- 33- 12'S' B 27 31 32 34 LIVE 4.5 'r.11" A 6'3" A 21 25 27 28 9'-7' B 25 29 31 32 17-11 . B 28 30 32 34 " B 5 7'-1' A 4'-10' A 21 25 26 27 8'-71 8 26 29 30 32 1114" 8 28 30 32 33 31 5.5 6S A 4'S A 21 24 26 27 8'-2" B 26 28 30. 31 11'3' C 28 30 32 33 C 8 S-11' A 4'-1' A 21 24 25 26 T4' B 26 28 29 31 .10'-11' C 30 30 31 33 32 33 6.5 6'S A 34" A 21 23 25 26 TS . B 27 28 29 30 IV -8-- C 30 30 31 - 33 A 23 7 51•1" A T -G* A 21 23 24 25 T -Y • B 27 27 29 30 101-5" C 31 31 31 32 6 6• 7.5 4'4' A 34" A 21 23 24 25 - '4-10' ; 8 ,27 27 . 29 30 ' 10'-2' C 31 31 31 32 29 9 d'-5' A T-1" A 21 22 24 25 6'-7' B 28` 28 28, 30 9'=11"' C 31 31.' 31 32 .'BI -11 8.5 4'-2' A 7-11' A 21 22 23 24 6S B 28 28 28 29 9--9" C 32 32 32- 32 34 9 3'-11 A Y4' A. 22 22 23 24 8'-Y B 26 -_ 28 28 29 9'-7' ' D 32 32 32 32 Yom" 9.5 T4' A 2'S• A 22 ' 22 23 24 64" B 28 28 28 28 9'S' D 93 33 33 33 24 25 10 3•-0' A 7S" A 22 22 22 23 5-10' B 28 28. ' 2B -2B ' '9'3' D. 33 33 33 33 " 11 3'-Y A 74' A 22 22 22 23 5'6" - B 29 ' 29 29 29 B'-11' 0 34 34 34 34 20 4 B'-11" A 5-10' A 22 27 29. 30 9'-3" B 26 30 32 33 B B 28 31 33 35 LIVE 4.5 7' -it" A 5'3' A 22 28 28 29 , 8'4". 8 26 30 .. 32 33 111-5" B 29 31 33 34 5 T-1' A 4'-10" A 22 26 27 28 8';3" B 27 29 31 33 11'-0' B 29 31 33 34 - 5.5 6S A f-5' A 22 25 27 28 T-11" B 27 - 29 31 32 10'4' B 30 31 32 34 6 5'-11" A 4'-1' A 22 25 25 27 .T-7" B 28 ' 29 30 32 101-5 C 31 31 32 34 6.5 SS A 3'4" A 23 24 26 27 Ta• B 28 28 30 32 16-1" C 31 31 32 33 ' 7 5'-1" A T4" A 23 24 25 26 T-0• B 28 28 30 31 9'-10• C 32 32 32 33 7.5 4'4' A 34" A 23 '23 25 26 54" B 2B 29 30 31 9.4" C 32 32 32 33 84'S' A 3'-1• A 23 23 24 28 6 6• B 29 29 29 31 9' S C 33, 33 33 33 a5 4'-Y A 7-11" A 23 23 24 25 SIA!, B 29 29 29 30 9'-3' C 33 33 33 33 ' 9 3'-11' A 74" A 23 23 24 25 6-2" B 29 29 29 30 .'BI -11 C 34 34 34 34 9.5 3'4' A 74' A 23 23 23 25 6-0" B 30L.31 20 30 30 6-11' 0 34 34 '34 ' 34 10 9'S' A 7S' A 23 23 23 24 51-10" B .30J 7-1" 2--0•. T-11• - .30 .30 e'4" D. 34 34 34 34 11 3'-Y A Yom" A 23 23 23 21 6'-5• 0 30 28 28 29 30. 30 814• _ D 35 - 35 35 35 12 7-11' A 7-1• A 23 23 24 25 V-2' C ' 31 31 31 8'-1' 0 36 36 36 1 36 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OFSTRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.10 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 6.9 THAT HAS ADEQPJATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.12 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING ' TO WALL FROM TABLE 7.6 - 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 14 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.9 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST W MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE 6.5" Roll Formed Fascia: Detail. E)- California Extruded Fascia (Detail. G) Classic Exttudedfasaa Detail H TABLE 6.9 Attached', Freestanding or Attached Freestanding ar Attached Freestanding or ' Structure Mullis an Units' r' Structure`. Mullis adUnits Strudilre Mullis 'an Units GROUND TRIG MAX- .POST. MAx. MAX POST LENGTH 'MAX 'MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOV POST MINLS ',8. ..I.. 16, 'I 1Y POST, MW FOOTS S' I.10, �.;1Y' POST. .IN FOO 8' I 10' 'I 1Y LOAD (FT) SPACIN FOR,. SPACIN POSTCONSTRAINED FOOTER SPACIN POSTSIZE' CONSTRAINED, FOOTS SPACIN POST .812E CONSTRAINED FOOTS (PSF) ON SLAB BLAB . (FTj TYPE 'd" d •d• (FT) TYPE ^d' "d' • ^G' 'd" . . .- (F7) TYPE 'T ^d'd 'C In in N :: (I.), M in (in .(inl 40 4 4-r, ' A 31-91 'A 1 17 22 24 25 TS" " B -21 - 26 28 "_. 29 .' I v4r � D '24 - 28 ' 30 31 0' 4.6 4'-0" A 3'-4'. A 17 22 23 24 ; 6'-111 8 22'. 20 27 28 10'-7" D 25 28 30 31 ' 5 7-7' . A' 3'-1' A 17 21 .22 23 - W-6" C 22 26 -' 27 26 10'-2" D 26 28 29 31' 6 5.5 . 33'" 'A 2'79" A 17 21 22 23 .' 6'-2' C 22 25. 27 • 28 9'-11' - D 28 28 28 31 11.6'17 6 T-0' A 2'-7" A 17 20 '21 . 22 5-10" C 23 25 ' 28 .27 9'-7' • D' 27 27 29 30 8.51 6.5 2'4" A 2'-4' A 17 20 21 22 5-7' C 23 1 25 26 27 94" D 27 27 29 30 14' 7 1'4" A 1'E• A ,17 20 > .21 . 22 - S4" :C 23 24. .. 26'- 27 8'-11" .D. 27. 27 28- 30 17 7.6 2'S - A 2'-1' A 17 19 20 21 5'-1' ' C . 23 24, 25 27 8.4• D 28 •28 28 30 8 2'3' A. V-11' • A .. 17,' 18 20 21 4--11" C 24 21 '25 •26 - - 8'4" D 28 28 28 ' 29 8.5 9 X8.5 7-1" 2--0•. T-11• - A - A ` A' 1'-10" 1'4" 1'A' A A A 17 17 17 18' 19 �: 20' .20 20 . 21. 21 21 22 4'-0' 4--T -- 4'S" C C C 24 24 24 21 24 24 25 25 25 28 26 28 8'-1' T-10' 7•-T D D D 28 28 29 28 29 '- 28 28 28 29 2B 28 29 60 4 - T-0" A 7-7.' A 15 - 20 21. 22 5'=11' C20' 11' 25 28. ''28 9'-7" D 23. 27 29 30 0' 4.5 74' A 11" ' A 15 20 _ 21 22 SS C 20 24 26 27 9' -YD 5.5 24 27 29 30 ' 5 Z-5: A 2'-1' A 15 19 20 21 S -Y C - 20 24 25 27 -'8'-0' D 21 21 28- 80 6 5.5 2'-2- A 1'-11" A 15 18 20 21 4'-10" C 21 24 25 - 29 8'-3' D 25 '26 28 29 11.6'17 8 7-0• A V -e' A 15 18 20 20 4'-T C 21 23 ,:, 25 26 T-/1' D 25 26 28 29 8.51 6.5 1'-10" A 1'-7' A 15 18 19 20 4'S C 21 23 24 26.. T-7' 0 25 28 27 29 14' 7 1'4" A 1'E• A 15 18 18 20 �'-Y D 21 23. .24 25 7'3' D 26 26- 27 28 17 7.5 V-7' _ A 11S' A 15 18 19 20 4'•lP D 22 23 24ZS IT . 7'-0' 0 26. 26 27 28 A 4 1' 1- h 15 1 18 1 20 21 -11 Y-10' 1 D 1 22 1 22 1 24 125 11 6.4' I D 28 1 28. 1 27 1 28 OVER- HANG FreestandingStructures TABLE 6.10 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACNED STRUCTURES ' PROJECTION OF SINGLE SPAN STUCTURES Max ; POST Footin 1'0'01----'!I88"x4'*x4!'SteeI Hei ht 8' r .10 11' 17 13' 14' ' IV 16 . 17" 16 19' " 20' 21' ' 22' 0' 4' 4.5' S - ' 5.5' 6 65 T. 7.5' 8' 8.5 9' 9.S 10' 10.5 11' 1' 4.6' 51 5.5 . 6 `-\5.5' 6.51 T 7.5' ' 8' a4 B' 9.5' 10' 10.5' 11' 11.5' 7 S S.S 6 T 7.6' B' 8.5 8' 9.5' 16 10.5 11' 11.5' 17 T 5.5' 6 6.5' 7' 7 5' 8' 8.51 \8' 9' 9.5' 10' 10.5' 11' 11.5 17 12.5 4- 6 6.5' T 7.6' 8.6' 5 9.7 1D 10.51 11' 11.6'17 125' 1T S 6.S T 7.S e' � 8.5' •, 9' 9.51 IV 10.5' 11• 11.5 17 . 12.513' 13.5 6 T 7.5' 8' 8.51 7, 9,5' 10' 10.5' Il- 11.5 17 12.5 IT 13.5 14- r 7.5' V. 8.5' 6' 9-5"-, 10, tO,S 11' 1 I 17 12.5 IT 13.5 14' 14.5- 1. 8.5' 6 9.6' 10' 10.5' ' 11' 11.5 17 12.5' 13' 13.6' , 14' 14.5' 15' 6 8.5' 9' 9.6 IV 10.5' 11' 11.S 17 125'13' 13.5' 14' 14.5 15' . 15.5 10' W. 9.51 10 10.5 11' 11.5' 17 12.5 IT 13.5 14' 14.6' 15' 15.5 16 BLE 6.12 Post Requirements for FreestandingStructures st Description Maximum Max ; POST Footin 1'0'01----'!I88"x4'*x4!'SteeI Hei ht 041"1 "XT' Steel Clover d = 23'12'D 041"X3"x3" Steel Clover . d = 23- 88'7A"x3" Steel S uare - d = 37" S uare ' C= 44" ' 1 18j G Amerimax Building Products 6208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. I- 3441 Ivyllnk Place Lynchburg, VA 24603 (434) 3642514 carlputna m(OcomcasL net AVG ? 4 ZOo, 7/6/2007 Page 17 of 21 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH:WIND AREAS "..:.'•-, .. 5:5",Extruded FasciaDetal L ,..i:.- Alaskan Fascia: Detail:K r ._f ad Fascia Detail L Alaskan Fascia (Det all'K TABLE 6.9 Attached::•• Freestanding or -1x Attached Ereestandngor'= l -' TABLE6:9'.7• pAttactled•; F.leestandin}or ;'Attadiadr Fieestandn'or; 9 9 . Structure MuIGs an Unds,... :: Stru6ture:; Molds• an Lnits : <.: ^, x :. ;''.Stiudure'I% Miiltis aii Units. $tincture,: Mult 9 an Units; GROUND 'TRIG MAX POST MAX UF ,MAX POST LENGTH : MAX `.MAX POSTLENGTH` GROUND �TRIB `'MAX POST MAX^'MAX POSTLENGTH : -MAX '.MAXPOST LENGTHSNON/ WIOTH POST REO'D POSTMIN a I'.i.t0'I 12 :POST MIN FOOTER 8 I 10:-I 1Y -SNOW- WIDTH .POSTREO'O POST 7AIN FOO7E `B -I 10• I.. -POST,FOOTS S''� I 10' I1ZLOAD (FT) SPACING FOR SPACIN POSTONSTRAINED FOOTS 6PACIN POST SIZE, CONSTRAINED FOO7E .LOAD': (F7) SPACIN FOR:' SPACIN .POST; SIZE' CONSTRAINED FOOTER SP%iCIN POST "SIZE .CONSTRAINED FOO7E (PSF) ON SLAB .SLAB ..(FT) TYPET •d'' "d-" (FT) TYPE - d d" d' 4", .. (PSF) ON SLAB SLAB '.(FT) TYPE 1d. '� 'd d'. (FT) TYPE d "(F7) (in) :Cin). iril. - in.1m1; • lm) (m : .:(. ,:. r' (m)' ,;'((nI . (In). (IN . --fin) ". n) (In). fn).. - -105 MPH EXPOSURE C . , .. ,. . . 10 4 1T-0" A 11`5" 1 A 24 29 -30" :32 11'-11' . A' '24.. 29": 25 29 LIVE 4.5 15'-1' A 10'-11" A 25 28 30 31 11'-5"A 29 25 29 30 32 5 13'-7" - A 10'-7" A 25 28 30 31 '. 11'-1" A 26 28. - 30 31 5.5 124' A 10'J" A 28 28 29 31 10'48" A 26' 26 30 '31 6 11'4" A 9'-11" A 26 28 -29 31 •. ,101-5" " A " .27 28 30 31 6.5 101-5' A. 9'6" A 27 28 29 30 '10-4- : A 27-. 28 29 ; 31 7 16" A 9'S' A 27 27 : 29 30", . 9'-1 M, .• . 8 .27.'. _ 28 .'29.,. ,:31. 7.5 9'-1" A e'J° B 28 .2829 28 .30 -9'6' :' B' �. 29 . 28' 29, '• 3.0 '. 8 816" 'A 9'-0" 8 28 28 29hil A :; 9'-V - B '_. 28 - ='29 - -29 30 8.5 8'-01 A 8'-10" B 28 28 29. . 'e' 8'6' A 9'J' B 29 29 29 30 9 7'6' A 8'6" B 29 ,' 29 29 31 9'-1" " 8' . 26 ' 29 .29. '' 30 9.5 T-2' A 8'6" B 29 29. 29 - 29 . 8.11' .8 ..B.' ...29 '-29 29 .,:30 30.-- 10 6'3' A 8'-5" 8 29 29 •29 B 8-9" .. ' '30 30 30• .e'6 9.5 71-7 A it 5-2' A 8'-1" 8 30 30 30-X8'6"' 30 .: 8'6" B 30 30 •. 30 30 ' 12 516" A T-9' B 30 ' 30 30 • 30 8'J". B 31 ', 31..:. 31° 91.13 S-7 A T-5" B 31 31 31 81... 8-0"' 'B '32 32". 32 32 14 4'-10" A . 7'-7 B 31 31 31,7'-10" 12 516" A T4" B 32 ' 32 32 32 15 4'6" A - 5-11" B 31 31 31 32 T6" 8 33 33 1 33 : 33 104 1T-0" A IVA" A 24 29 31 32 .11'6" " A 25 29 31 ,-33 - LIVE 4.5 15'-1" A 10'-7' A 25 29 30, 32 c 41'-1" A 25 29 31 32 ; 24 513'-7" A 10'J" A 26 29 30 32 10.6° - A 26 29 31 32 = 1014" ' 5.5 12'-4" A 9'-11" A 26 • 28 30. . 31... 10'S" A 27 29 30 32 . ' 6 11'4' A 9.6" A 27 28 30 31 ; 10'-1" A 27 28 39 31 25 6.5 101-51- A 9'-5' A 27 28 30 31 7-10" A 28 28 30 31 • 7 916" A 9'-2' A 28 28 29 31' • 9'-T A 28- 28 30 ' 31 . -4'-1� • 7.5 9'-1" A 8'-11" A 28. 28 _ 29 - 31... "1-2- B 29 '29 30- : 31 '. . 'e' 8'6' A 81S: B 28 28 29. 30 : �: "9'2 '.B ',.29 ,.28.:. 29' 31 29 8.5 8'4" A 8'-7" B 29 29. 29 . 30, , 9'-0" ' B : 29 29 . 29.. 31 -•28" 9 7'6- A 8'-5" B '29 29' 29 30 . '6--101 B 30 ' ' '30 '" 30'- '30 ` .e'6 9.5 71-7 A 8'J' B' 30 30 30 30 .: 8'6" B' 30 30 30 30 27 10 SS" A 8'-1" B 30 • 30 30 30 e'-6' 8 30 30 3D 30." ' 11 S-2' A. 1.6" 81... 30 30 30 30 ', 8'3" .B 31 .31 31- 31 6'-6" 1, 12 516" A T4" B 31 31 31 - -31 8'-0' B 32 32' 32' 32 7-7- 13 5'-2" A T-1" B 31 31 31 31 ;'. ., T-9" .8 - .32 . ._32 32.- 32 14' 4'-10" A 6'-10" 8 32 32 32 32 - T-7- B 33 33 33 33 29 15 4'" A 6 V -7'B C 32 32 32 32- 'TS". B. 33' .:53 33 93 20 4 8'-1.1' , A 10'-10' .. B 24 28 30 31 r 11,41 B 24 ' `, ',' 29 30 32 ' LIVE 4.5 T-11" A 10'S" 8 24 28 30 '. 31 x'10'-111' B 25 28 3D 31. 24 5 T-1' A F-11" B 25 28 29 31 4. : 10'S" 8 '2S 28 30,. 31 , 1014" ' 5.5 61S' A 9'S" B 25 : 27 29 30 10'-2" B 26 28 29 31 "29, 8 5'-11" A 9'-0" B 25 27 29 30 " 9'-11" .. B 26 28 29 31 25 6.5 SS" A 8'-7" B 26 27 28 30 9'-V C 27 27 29'. 30 -8'-0".' 7 ' -' 5-1- A 8'J" B 26 26 '28 29 .;. �' •9'S" C 27 • 27 28 - 30 -4'-1� • 7.5 4'-0" A T-11" B 26 - 26 28 29: "1-2- 'C . ' 27 '27 - 29' -30 8 4'1" A 7-7" 8 26 26 27 29 :: 9'-0" C 28 28 29 30 29 8.5 4'-2" A T4" C 27 27 27 28 81S" C. 28 < 28: 28 -.30 -•28" 9 T-11" A .T -t" C 27 27 27 28 ''-'8'S" '. t 28 28 28 29 .e'6 9.5 T-9" A 5-10" C 27 27 27 28 -' - 8'-2' C 29 29' 29 29 27 10 3'6" A 56" C 27 27 27 28 8'-0" C 29 29 29 20 ' 11 3•1" A 5J" C 27 27 27 27 .T-7" C 29 29 .29 29 6'-6" 1, 12 2'-11" A 5'-1 V C . 28 28 28 28 'r -z" D 30 30 30 30 7-7- 13 76' A 56" C 28 28 29 28..11 5-10' 0 30 30 30 3D. 14 26"' . A 56' C 28 TB 1 28 1 28 5-T D 30- 90' 30 30. 29 31'' S-7 C 29 29 29 29 6.4" D 31 31 9. 6" '25 -4. 4 : T-2":' A - 4-8' 8-- 23"' '29" : .30 - 31 11'.7. . B' 24 28 ' . -: 30,' . -' 32 X4.5 6'4' A. 101-3" : B 24 28 30 M 10-0" B 24 28, 30 31 A , 5 5-0" A 9'6° 8 24, 28 29 30 ' 1014" ' C - 25. 28 30. - 31 \`\ X5.5 5'-2" iA ''9'J" .' C : 25 .27 "29, 36 10-0" C - 26 - 28 29 .31 6, , 4'-9' A, " 8'-W 'C : �. 25 27 ' 28 30- . 9'6"' C '. 26 28 29 '30 6.5 `4'S" -A : -8'-0".' C 25.' 27 ' 28 .49, 9'6"" C 26 . 28 '29 ' 36 . ...7 -4'-1� • -A- .. 8•40". C • 26 26 - .28 29 ;. - .:SJ �. .:: C' - 27 .27., 27 . 28 •. 30 . . 7.5 TAW . A [ ' T -W - C : 26 26 ' 21 , ' 20 9`1- ' : C, 27 27 29 30 s ''•3.7` 33--r"" A" TS' C' 26 28 27 '' 28. - 81-V D"� -•28" ` 28. 28`U3O 30 - 8.5 T-4" A ` T-2- , C : 26 - '26, 27� 28 .e'6 0 .: 28 '28 288'. , 30 9 '. 3'-Y .. A8'-11'CT7 4'6'-11" C 27 • 27 27 28 8=3' . •p 28 '2B 2B9.5` 30 9.5 . 3-0:' A -56" ' C , .27 t 27 27 •. 28 e'6' D •28 28-. : 28727 , 30 • . 10 ; 2'-10" A 6'-6" 1, C 28 27.. -.27' 28 T-0• .. D 29. 29.. 29'11 29 30 ' 71 .. 7-7- , ' A e'-1' . C' 27 : 27 .. < 27 .27 . ' T4' ` ' D ; 29 29 29' 30 30 4-- 7'-2"- A 10'6" B ' 24 - 29 ; 30 32 11'•2' .'B. 25 '29 31' 32 4.5 ' S4', :' A' ' 101-3" B - 25 29 30 32 ':. "10'6" 8 25 29 31 32 A , 5 5-0" A 9'6- B ,25 28 30 31 70'A" C 26: - 29 30 32 \`\ X5.5 5'-2° A 9'-7 C 26 28 29 31 10'-0" C 26 28 30 31. -ley�7 4'6' A 81A" 'C - 20 27 -. 29 30 e'-9" C 27 28 30 31 6.5 N4'S" A .. 8'-0" C 26 27 29 30 .9'6" C 27 28 30 31. 7 <'-P A 8'-0' C 26 27 26 30 9U" C 28 28 29 131 7.53-10 Y-7 A . T-8- C 27 27. 28 20'-' 9'-1' C 28 78 7.9 -31 8 - 33--r"" `AA T-5' ' C 27 .27 28 29 8'S' D 29 29 X29 /- 30 8.5 - 3.4" �A� T-7, -C 27 27 28 : 29 ' 8' 0 . • 29 1 ' 29 ,6" 29 , 30 9 '. 3'-2",' A� 4'6'-11" C 27 '27 27 28 8'J' D;' 29� oo29! 29. 30 9.5 < T-0". .A '\S'6 C • 28 •-28 ' 28 - 28 8:-0" '; D ;x.29 -' 29 '. 29 , 30 • . 10 ; 2'-10" A 6'-6" 1, C 28 28 ' 28 26 - Td';, ". D, 29 �' - 29 � 29 "- 29 30 ' 71 .. •. 2'-7"•. A ..5-17* \C..' :. 28:' `28. .28.•. ..28 '.7-0' ':-D .: 30 -. ..'30 .•. r:30 .. 30 30 4-- .6'-0" -� A • 10'-0° B 124; 28 30 ' 31 - W -W " C 24 29 30 : 32 4:5. S4" A 9'4" C ,!4,% _ 28 29 31 i 70'-1" . C -2S 28- 30 31 5 '4'-10' '. A 8.6" C - .24� - 27 29 30"1 - X9'-9° -C 25 28 30 31 5.5 4'4' A 8'4° C 25 N27� 29. 30* 9'6" - "C 26 28 3D 31 6 . . C.(r . -A T-11' C 25 27, X28 ,30 ' 9--7- C 26. 28 29 31 6.5 3'6" A T6" C 25 26 N28'� J29 8'-1T D 27 28 29 31 7 3.6" A TJ" C 26 28 •28 ,� i.29 8'-7' D 27 : 27 29 30 7.5 Y-7 A . 5-11" C 26 : 2!,, 27 -129�, : 8'J" D 27 .27 29.. 30 e T-0" A 56" C 26 28-t r 21 28\ 18'-0" - 0 28 28 28 .30 "e.$ 2'q 0' A 55' C 28� /28, 27. '28 'kT-0� D 28 28 28 29 9 • . ' 9.5. 2'6' A A 5-Y :6'-0'' C C 26 �27 � �: 28 27 27 27 28 28 T6` TJ! �D 28 29 ' 28 28 28 ` 28 29 - 29 . .' 10 10-. '' D f • 27 27- - 27 27 -• ' 7'-0" �D� D. ti29 - 29 `. 29 28 . 105 MPH EXPOSURE C �'�•�' ' : "7n'. 30 '.4 - 8-0 'A .10'-0 B "- 23: 28 - 29 " 31 `'10'$ C'. •23.` ',�28 '' `30 ' 31-- 4.S "5'4" � A '9'4' C "23' -'�27 29-"'. 30 -'10',1" C 25.�28' 29 31'' .5 .4'-10' A 56' C 24' 27 26 30 . 9. 6" C -,25 28�" 29 �29 30 5.5 8 4'4" 4'-0" A A 8'4' T-1 t" C C 24 24 26 26 28 -28 29 29' 9'6" 9'-7 C C 26 26 27N 27 N2'9\ 30 30 6.5 " 3.6' A T6' C .25 26 27 29 .' 8'-11" D 27 27 28 30' X30 7 3'S" A ' TJ" C 25 26 27 28 V-7-- 0 27 27 28N 7.5 T-2" A 5-11" C 25 25 27 28 81J" D 27 27 28 \291 ' 8 3'-0" A ' S6'C 25 25 27 28 V-0" 0 28 28 28 29 8.5 7-1 D" A 5S" C 25 25 26 - 27 T-9" D 28 28 28 28 8 ' 2'6' A 5,2" C 26 26 26. 27 T6" 'D 28: 28 28 ' 29 9.5 7-61- A 6'-0" C 26 26' 26 27 TJ" D 28 28 28• 28 10 7S" A 5-10^ D 26'. 28 26: 27 T-0' D 29 29 29 29 BUTTE COUAff� Z 4 2007 BUILDING DIVISION 716,2007 APPROVED page ,8 of 21 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE 5.5" ExWded Fascia Detail L Alaskan Fascia Detail K ,I ` 5.54.Extruded Fascia.Detail L Alaskan Fascia'Detai6K' -• TABLE 6.9 Attached Freestanding or Attached' Freestanding or ; ' TABLE 6.9 Attached,: Freestanding. Or Attached Freestanding or Stnlchlra:.. Multis an Units Stnicturer Mullis anbnits Stricture Mullis anUnits. Strud'ure, Mulcts anUnits- GROUND TRIS MAX POST MAX LNE NGTH MAX.- '-. MAX POSTLENGTM: GROUND .TRIG MAX.POST :MAX :MAX POST LENGTH MAX-" MAX'.POST LENGTH SNOW VNDTH POST REO'D POBT MIN FOOTER 17 .POST - MIN FOOTER .e I10': 117: 'SNOW. WIDTH POST REO7) POST MIN FOOTE t' e' I 10' I 17 POST ' MINT FOOTE10'. I ' 1T LOAD (FT) SPACING FOR SPACIN POST .SIZE OOTE SPACIN. POST SIZE CONSTRAINED FOOTE LOAD (FT).SPACIN FOR SPACIN POST SITE. - CONSTRAINED FOOTER SPACIN POST SIZE ` CONSTRAINED FOOTE (PSF) ON SLAB SLAB (FT) TYPE '4"•d" (FT)� TYPE "rT 'd'.'4' .'•d" (PSF) ONSLAB SLAB (FT) TYPE .'d' - "d' : 'd•''IFT) TYPE • .'d •C'•�. 'e, FT in(in .41n (irl) .b ..(FT).: tri). ! (inl- (io (in (M)'.. On'- (in)''. I (in) - 110 MPH EXPOSURE C 20 4 8'-m A 10'40• B 24 29 31 32 , '71'-0: B 25 , 29 " 31' 32 ' LIVE 4.5 71-11• A 101S" B 25 29 30 32 10'-11, B 25 _' 29 31 32 5 T-1' A 9'-11' B 25 28 30 . 31 10'4. B 26 29 30 - ' 32 5.5 SS" A 914" 9 26 28 1 30 31' 10'-2' B 26 ' 29' 3D 92 6 5'-11' A 9'4 B - 28 28 29 31 9'-11' B : ' 27 28 30 31 6.5 5'S' A 8'-71 a 26 27 29 ' 30 - 9'A' C 27 28 30 31 7 S-1• A 8'3" B 27 27 29 30. ;' 9'S C -28 ' 28 .30 31 . 7.5 4'-0' A T-11" B 27 27 28. 30 9'-2" C 28 28 29' 31. 8 4'S A T-7' B 27 27 28 - 29 . '. e'-0" . • C . 29 • 29 29 31 8.5 4'-2' A T4" C 27 27 28 29 - B'-9" C 29 , 29 '29' 30 9 T -11 A - 7'-1' C 28 28 . 28 29- B'S' C 29 29 • 29 30 8.5 7-9' A 6'-10' C 28 28 28 29 8'-2' C.•' 30 30' ; 30, 30 10 34 A 11• C 28 , 28 28 28 8'4 C 30 30 30 30 11 T-2' A 6.3" C 28 28 28 28 T -T C 36 30 30' 30 12 2'-11' A 5'-1 t' C 28 29 29 28 7'-7 D 31 . 31 31 31 13 1 74 A I 5'-8" I C 1 28 1 29 .29 1 29 it 6'-10" . . 'D 31 31 ' 31 `. '31 20 ' 4 8'-11" A /01S" a 25' 30 32 33 11'-1" 6 26 31 32 ' 34 LIVE 4.5 T-11' A 10.4 B 26 30 31 33 10'-11' B27 27 30 32 34 ' 5 T-1" A 96' 8 27 29 31 33 106' 9 27 .30 32 33 5.5 61S' A 9'4" 8 27 29 31 32 10'-7 B 28 30 31 33 6 5-11' A 9'-0" B 28 29 31 32' 9'-111•, B 29 30, 31 33 6.5 SS' A 8'-7" B 28 29 30 32 9'-0• C 29 29 31 '32 7 5'-1' A 813' B 28 28 30 31:.. 91S" C 30 30 31 32 7.5 V-9' A 7-11" B 29 29 30 31 9'-2* C 30 30 31 32 8 4'S A T-7' B 29 29 29 31 9'-0" C 30 30 31 32 8.5 4'-2' A 7'4' C 29 29 29 30 81S'. C 31 31 31 32' 9 Y-11• A 1-1" C 29 29 '.29 30. 8'5" C 31 .. '31 *31 31 9.5 3'-0' A 6'-10" C 29 28 29 30 8'-2" C 31 31 31 31 10 3'4 A 64" C 30 30 30 30 81-0' C 32 32 32 32 11 Y-2" A e'3" C 30 30 30 30 P7' C 32 32 32 32 20 4 8'-11' A 9'-10" B 29 31 33 34. 10'4" B - 27 31 '. 33 34 LIVE 4.5 T-11" A 914 B 27 30 32 34 9'-11" a 27 31 33 34 6 71-1' A 9'-2" B 28 30 32 33 9'-7' B 28 31 32 34 5.5 SS' A 8'-11" B 28 30 32 33 9'3' B 29 30 32 33 8 5'-11" A 8'-T B 29 30 31 33 914 B 29 30 32 33 8.5 SS A .8.4. B 29 30 31 33 8'-0' B 30 30 32 33 7 5-11 A 6'-2" B 30 30 31 32 8'-7" B 30 30 31' 33 7.5 44 A 7'-11" B 30 30 31 32 8'4" C. 31 31 31 33 8 4'S' A 7.4' B 3030 25'. ... 30 32 8'-2" C 31 31 31 32 65 4'-Z' A T4• C 31 31 31 32 e'-0" C 32 32 32 32 9 T-11" A T-1" c 31 31 31 31T-10" 6'4' C 32 32 32 32 9.5 T-9' A 6'-10" C 31 31 31 31 T-9" C 32 32 32 32 10 3'4 A 613" C 31 31 31 31 7'-7" C 33 33 33 33 11 3'-2" A 6'3" C 32 32 32 32 T4' C 33 33 33 - 33 12 1 2'41' A I T-11' I C 32 32 32 32 T-0" C 34 1 34 1 34 34 40 _..4 4'4` A- 8'4 "C` 22 27' "'29 - 30 •. fi-0-e C . ' 23 28 30' 31 4.5. 4'41' A 8'4 '.*C - 23 27 28 30 91-2" C 24 28 29 31 5 :3'-T' A TS" C 23 26 28 29 e'-10" D 24 28 29 30 5.5 3'-3" A 7'-Y C 23 - 26 28 29 - 8'S" D 25 ' 27 29 30 6 3.4 A 6'-8•• C -24, ` 26 27 28 - 8'-0" D 25 27 28 30 6.5 2'B" A 6'S C 24 25 27 28 T4 D '25 27. 28 29 7 7-7" A 6'-1' C . 24 . 26 : 27. .28 - .- T4' - • • D - 26': 26 28 - 29 7.5 2'76"- A 5'-10• D 24 ' 25: `28 27 7'-1• -D ' , .28 '_ 26 26 29 g... 73' A 5'-T • . D 25 ..:' 25'. ... 26 27 8'-10" = 0.. . 26' `; ' 28 27 " 29 8.5 7-1' A 5'b' D '. 25 25 26 27. 6'-7- '-D 26 28 27 28. 9 7-0' A .,T '. D 25 25 26 .' 27 6'4' D 27 V' 27 28 8.5 . 1'-11" A 5'-0' 0 25 - 25 25 . 26 ' 6'-2" D 27.' .27 1 :27 26 60 4" 3'-0' A 6'4" C 21 26 , 27 ' 28, ' 8'-1' D 22 ' 27 28 30 4.5 7A"- A'- e'3" C 21 25 27 28 7'-T 0 22 26 28 29 5 7S A `. 5-11" D 21 `25 28 28' T-1" D 23 26 28 29 5.6 2'-2' A -` 5'-T _ D 22 25 26 27 e'-9' 0 23 - 26 27 28 6 74" A 53" 0 22 24 26 27 e'S - D 23 25 27 28 6.5 1'-10" A 5'-0" D 22 24 25 26 S-1" D 24 25 27 28 7 11-9" A W-9' ,' D 22 24 25 26 , 5'-10" D 24 '25 26 27 7.5 1'4" A 4'S" D 22 .23 25 26 S-7* D 24. 25 28 27 e 1 V-6" 1A 4'4"- F D 23 1 23 24 1 26 11 SS" .0 2/ 1 2/ 1 28 1 27 ` Amerlmax Building Products -Carl Putnam, P. E. 5208 Tennyson Parkway. 3441 Ivyllnk Place Plano, Texas 76024 \ Lynchburg, VA 24503 ((434)384-2614 1carl utnamacomcast.net 1 AUS '2 Z g,7 716/2007 Page 19 of 21 I SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS.HIGH WIND ARFJ13 s 001 Beam. Detail Y . ° ,,:: T'x4",I Beam, Detail G) 0.041 x3 Tx Cloverleaf, Detail : -_ . x ' 4P7c3"-I Bearri Detail Y 7"x4"' I Beam' DetaILO r- 0.041'X3 X3"'Clovetleaf Deteil. TABLE 6.14. _::'� .'-Attached. Freestanding or - S`Attactled �=i Freestandin or "< Attached ' Freestandin or"->- •' . `- TABLE 6.14 •.:: - ,"•Attached° Frees ndiD 'or - :-.-.Attached' Fleesta d o~ _ tta d": Freestanding or..`. -..,. 9 .;,,r .,.,..,_ 9 9 1' n ing.r, A ch6 . 9.r: ,.. • :+SWcture._ Mullis an Untts1 .:. re Mullis anUnils,-.:, �iSWctuce- : Multis nits Structure:. MUIds an:Uruts. .. Structlme Multis aliUnits.... C:Stnichlre. Multis anUniis ;:. GROUND TRIG MAX POST MAX 2- - MAX POST LENGTH:' MAX 777 '.-MAX POST LENGTH -MAX ',�...t.. -{y' y MAXPOSTLENGTH; GROUND I RIB MAX' POST :MAX MAXPOS7 LENGTH _. --MAX, ' H "I= POST LENGTH .`MAX ...'NW POST LENGTH SNOW WIDTH POST REO'D POST 'MIN FOOTER 8'-',. 17 . 18'x- ;POST', 'MIN' FOOTER 8 ^12;, 18 ,POST MIN FOOTER 8. .17, /8' SNOW WIDTH 'POST. REO'D POST .MIN FOOTE ''8' .�1Yi .: 18'•• `POST MIN. 00TE =�8: 12'' %•:18'- •AOS -I MIN FDOTE '-8', 17 ,:18` LOAD (FT) SPACING FOR 6PACIN POST 812E CONSTRAINED FOOTERSPACING POST ' SIZE' CONSTRAINED FOOT - SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT) SPACING FOR ; SPACIN POST 'SIZE. CONSTRAINED FOOTER SPACIN_ POST BIZE , CONSTRAINED'FOOTE SPACIN POST SIZE CONSTRAINED.FOOTE (PSF) ' ON SLAB SLAB '(FT). TYPE 'd -d ' 'd - "C'.. (FT) :. :TYPE .� .r d ,.'� T•` �`' (FT) , TYPE 1 d `• - d ;•C'.. "..I- ,.. ' (PSF)' ON SLAB SLA6 '".(FT) . TYPE -. �'4' "•d" ld - d .; (FT)',. TYPE d -. '. 'Cr - d_., Cr �:: (F7) TYPE `Q' . (FT) (in F - 1 °-• ', . f :'lin .(in) :. IN) , : (in) . (In) ":(in) (in fin ..: ''Jin) •. 105 MPH EXPOSURE C ... .. .. , .. ... _ 10 4 1T-0' A 11'-5" A 24 29 32 - 36 .' 18'-0" B' 28. 33 38 40 `.19'-10" :A' 24 27 30' 34 LIVE 4.5 IVA, A 11'4 A 25 29 32. 35 17318 B 29 32 '38 "40' - :91-5' 'A .-23 24 27 + 30 33' A' 5 13'-7' A 10'-T A 26 29 32 35 S 16'" 8 30 . 37 35 39 " :9'-1" A 24 27 30 33 - 9'-2-. 5.5 174" A 10'3" A 28 28 31 35 16',2" 8 31 32 35,* 38 : 8'-10" A 25 27 30 33 - 6 11'4" A 101-W A 27 28 31 34 15'6" 8- 31 32 '. 35 39 :,8'-7' A 25 2e -29. 32 ' 6.5 10'-5" A 9'S' A 27 28 31 34' i5'3" • B 32 32 35 -31J '8'4' A' 26 28 29 3.2 26 7 91-8" A 9'6' A 28 28 31 34 14'-10"". B 32 -32 34 38 8'-2". A 26 - 26 29 -32, '28: 7.5 9'-1' A 9'-3" B 28' 28 31 3433. 14'-1' - B ' •. 93 `34 -38= 38 7'-11'� •: •A 27;- �27 •' 29 - 32'. _ 31 ' 8 8'-6" A 9'-1' B 29 29 30 34' '• 14'-3' B 33 .33 34. ' 38 '. 7'S' - A 27 27.' 28 . 72 10'-0^x' 6.5 8'-0' A 8'-11" B 29 * 29 30- '33 - 13'-11' C- 34 34, 341 37: .' TS'-. �k 27 - 27•. 28/ 1.31 . D 9 T6' A 8'-9' B 29 29 30 33 ', - 13'6', C 34 3a- 34' 37 . T-2'. - A . , 26 „ 28 .28' . 31 ;30 9.5 71-2" A e' -T 8 30 30 30, :33...' 13'6" C 34 34 4. 134 37 ' ' 7--T • ' A 28 : *28' . 28 31 .�30 10 6'S^ A 8'4 B 30 30 30'.. 33" 13'-T C 35 35 35 "37 - 8'-10' "B ': 28 +' 28- '' 28" 71 .31 11 6'-2" A . 8'-2" B 31 31 31- 37 % . ;12'6' C 36 36 38: X 37 ' 6'6' - B 28 28 28 30 12 51S" A 7.11' B 31 31 31 33 ., 12'6" C 38 38 -36 \384 5'-11" B 29 X29 '- . 29 30: 8. 13 51-r A 7'S" B 32 32 32, 32 ' C 37 , 3i 37 :, 37 `6'3' 6'4 . B 29 .29 29. 30: 0 14 4'-10' A. 7'6' B 32 32 32 -32 1. 11'-7'- D 37 37 ,37 37 X5'6',; B ' 30 30 : 30 30 ' C p 15 4'S' A T -T B 33 33 37 33 il'-0' D 38 38. - 38 38 5'-7'. � 8 30 .30 .30' .30 10 4 1T-0" A 11'-1' A 25 30 33 - 36 1716" - B ?9. 33 37 41 9'51 `A 24 -28 ` 31 34 LIVE 4,5 15'-1" A 10'6 ' A 26 28 32 36 16' 4 B 30 33 36. 40 9'.r A\ 1\24 26 30 34 ` A' 5 13'-7' A 10'3' A 26 29 32 36 16'-7 " B 31 32 38 40. 8'-10" A \25 27 30 33 ' - 9'-2-. 5.5 12'4' A 9'-11" A 27 29 32 35, 15'-T B' 31 32 36 39 8'-7" A \ 26 27 30 33 - 6 1114' ' A 9151" A • 27 29 32 35 -IS--2- . B 32 . 32.:, 35• 39 _ 8'4" A - 26".. \27;. 30. 33 ' 6.5 1016' A 9'51 A 28 28 31 35 .14'4 B 32 32 '.3S ' 39 8'-1' A 26 \ 27 30 33 26 7 9151: A 9'-T A 28 28 31 35 14.6" B : 33 - 33 + .35 36 ;' _ 7'-10" A 27 27, X29 32 ' '28: 7.5 9'-1" A 91-0' A 29 29 31 34 14'-1' - B - , 33 ; 33 35 38 7'6" A 27. 27 , 29 ,, 32 , _ 31 8 8'6' A 81-9" 8 29 29 31 34 :13'-9" 18 34 34 3S.. '38' : .T3" A 27 27 .29 '02 " 10'-0^x' 8.5 81-0' A 8--7- B 30 30 31 34 :. .13'6" ' B 1 34 34 34 ': 38 ,' 7'-1' '` A x-28 ' 28 . -' 29 X32-� . D 9 TS A 8'51 8 30 .30 31 34 :. , 13'3' C 35 35 -.. 35' 38 ':- 8'-10" A 28 -28 28 31, ;30 9.5 1-2" A 8'3" 8 30 30 30 34 IT -W C 35 35 35 ' 38 "61" A' 28 28 28 31 ' .�30 10 6'6" A 8'-T B 31 31 31 " 34 12'-9' C 36 36 36 38 6.6" A ' ' 28 28 28 31 .31 11 6'-2" A 7'-11" B - 31 31 31 33 12;4" C 36 36 , 36 37 6'-2" B' 29 29 29 31 ; 12 11. A TS B 32 32 ; 32 33 . 17-0" C 37 37 37 '37 5'-11" B 29 29 29 36 8. 13 5'-T A 7.51 B 32 32 32 33 ' 11'81 C 38 38 38 38 5'51' B 30 30 30 30,- 0, 0 14 14 4'-10' A T-3' 8 33 -.33 33 33 11'-5' C '3B 38 98 38 S'S" B 30 30 30 - 30� C p ' 15 4'6' A T-1' B 34 34 34 34 -11'-0" D 39. ' 39' 39 .99 5'4' B 30 30 90 �7D 20 4 8'-11" A 10'-1D" B 11 24 '. 29 32 35 1T-0"' C 28 M36 '.i 39 39 9'3''. 8 23 .27 .,30' 33 LIVE 4.5 T-11" A 101 51 8 25 28 32 35 - 16'4" C 29'. 32 35 39 8'-10" B 23 27,30. •29 33 A' 5 7* -1" A 10'-1' 8 25 28 31 35 15'6" C 29 31 - 35 38 :8'6' B 24 26, 29 32 - 9'-2-. 5.6 6'S" A 916" B 26 28 31 - 34 ' X14'4 C 29 31 34: 38 : 8'-1' B 24 26 29 32 ' C ` 6 5'-11" A 8'-11" 8 26 27 36 34 13'4" C 30 30 $4 37 TS' B .25 26 29 32 ''26. 6.5 5151" A 81S B 28 27 30 .33 .12'-0" ' C 30 30 33 37 7'-51 B 25 28 28 31 26 7 6'-1' A T -it" B 26 27 29 33, 17-1" 0 30 30 .33 38 71. B' 25 25 . 28 31 '28: 7.5 4'A' A T6" 8 26 26 29 32 .11'4' D 30 30 32 36 6'-11" B 28 26 28 31 _ 31 8 4'S' A T-1" B 26 28 29 32 10'-11^ D 30 30. 32 35 S 6'" B 26 X28 28 .30 10'-0^x' 8.5 4'-T A 6151" B 26 26 28 31 101S 0 30 30 31 35 - 6'6" B -26 26 27 30 . D 9 Y-11' A 6'4 8 27 27 28 3i 8'-11" D 31 31 ' 31 M :6'-3" B 26 28 27H28 D : ;30 9.5 3.51" A 6'-2" B 27 27 28 31 9'4 D 31 -3i 31 34 6'51" B 26 26 37 30 .. .�30 10 3'4 A 5'-11" B 27 27 27 30 9'-1" 0 31 31 31 34 S!.I(r 8 27 27 2711 31 .31 33 3'-7 A 5'4 8 27 27 27 30 8'S"D D 31' 31 31 33 5'6' 8 27 27 2712 29 105MPHEXPOSUREC 2'-11' A 5'-1" B 27 27 27 29 T-17 D 31 31 91 32 5'J' C 27 27 2713 10'4 8. '-23 2'51" A 4-0" C 27 27 27 29 T4" D 31 31 31 32 4'-11" C 27 27 2714 _ 14'3"... 0 .. 28... 74 A 4"" C 21 27 27 28 6--10" D 31 3131 30 314'-9"C 13'3" D � 28 28� 281574'A 37 C p 5.5 4'4" 4'-T C27 C 27 27. 28 6'S" D 31 31 31 31 451" C 28 28 28 A ' A 25 ' 4 ,7* -2" ,` A: `10'-8"' ; 61. ,24 ' .,'.2932 29 35:; ;;18'6 '-"C'. 28 .. .32 `35 '.i 39 '. 9'-17- 6'..' ''23 :• 27 .30. J 33 •�33 6'4' ' A" 10'3' B .' X 25 ' 28 31 - 35 :161-1. D 29 ' 32 . ' ' 35 39 ^ 8'--S- B 23 27 29 33 •29 5 5' -` S' A' 9'-10" " : B 25 28 31 ' 34 .. 15'4 D . ': 29.. - . 31 34 - 38' '• 8'-0' - _ 8 . 24. ` 26 • • 29 32 26 � 5.5 ; 5'-T A - 9'-2-. C. ;' 25 28 31 34 •:.14'-0' D 29 - 31 34 . X 38 7--11" B .24 26 " 29 32 25 6... 4'78' '' ' A 8'-7" : C ` 26 27 . 3D 33 : :13'-1'.' D • 29 : 30 33 + 37.. T-77 ' B .24 26 - 28 31 B - 6.5 4--5-_ A"' 8'-1' C ''26. .27 30 33 . -174^ D 30 '. 30 - 33 138 7'•3-, B. 25 25 - 28 .' 31, 7'3^ ' 7 4'-1'. ' A - T-8' C 26 26 29 32 -1�1'-0' D , 30 30 32 38 T4'_. B 25 25 28 31 37 0'. • A 7'3" -C .'26` 26 '28: '32 '11'-1" D" 30,: 130 ' '32'35 27 8'd' .0 25." TS .. 28.'31 31 33 8 3_17 A , 6' 10' C, - 26 26 28 _ 31 10'G'" D .;30 .30 32 -.35- S !i C.. 26 .28 27 . • .. 30 '-.31, 8.5 T-4'� . A . 6'6^ ' C . 26 : 26 28 31 10'-0^x' 0 ' 30 .-30 31 35 - 6'-7' : C :28.' '26 27 30 31 8 T-2" A � ' .6'-3' C . 26 26 28+ 31 9-7" . D 30 30 " 31 .-34 � .6'-1' � C .'. :.26. ' 26 � � 27 % - 30 D -95 , 3'-0" A,.5' -11C28' ,; 35 6'-1' '26 27 :, .' 30 9'-7 IE D : ;30 30 �' 31:'34^ - A '5'-10' C 28 . 2627 ! 28 29 9'-T 10 .7-10". ' A . 5'-8' . C.... 26" 26 ..27 '..30- 8,-0 :U. 30 .. .�30 :30.' .-33;' ,S' -ems.• C 28 .'- '28 . .'.B .�28 31 7-r- ' A '' - 5'3' . C 27 27 '27 . 29 � '-1'.' D 31 . 31 .31 33 " .5'4' C 27 ' 27 - 27 .' 29 25 4 T -T. A :10'•8'_. B -- 25 29 92-. 36 "16'6': ' C - 29 -.33 � 36� 40 ;'- �8'-1- '� �B -23-. J7- 30 �- •�33 ` -30� 4.5 6'4" A 10'3" B 25 29 32 36 r.16'-1" D -29 32 36 : '40 8'S" 8 24 27 .' •29 '. 33 r 5 5'A" A 7-10' B 26 ' 29 321 .135 .35 .151.0" ' -D 30. 32 35 : 39 814" B 24 26 � 29 32 5.5 5'-2" A 9'-2' C' 26 28, �31' 34 14'-0' D 30 . 31 35 38 T-11' 8 25 26 29 32 f 6 4'51' A 8'-7' C 26 'is- 31 34 13'-1' D 30 • 31 34 36 7'-7" B - 25 28 28 31 6.5 4'S" A1.. 8'-11' C •26, 27 30 33 17.4' D 30 30 34 37 7'3^ 8 26' 26 28 31 7 4'-1' A 7'51" '� C� 'r27 27 30 33 1116' D 31 31 33 37 7'4 B 26' - 20 28 31 7.5 3'-17 A 7'3'e C 27 27 28 33 . 11'-1' D • 31 31 33 36 .6'-0' C 25 . 26 28 31 8. T-7". ALS ' -0 .21 .27.. 29 32 " =10'6" . -D : 31 : '-.31, 32 36 , ` 6'4 C 26 ' '26 27 30 8.5 3'4' A* �5-11' C 27 27" 29 , 32 10'•01, D '.: 31 31' 32' '35 8'3' , C 27 .27 27 . 30 _ 9 3'-2' -�A� A \5'-e"\ C. ' 27 27', " 28 . 31 - e' -T D 31 ]T 32 ,; 35 6'-1' C 27 .27 .27 30 9.5 3'-0':f - A 5'51',^ C 27 27 ! 28 31 9'-T D': 31 31 31 35' S' -1P C 27 27 27 - 29 ' 10 Y-10< A 5'-2' C 27 • .27 28 31 8'-9' = D' •. 31 31Z 30 3i'..5'-3' C -27 27 27 29 .10 f2 T:,- A 4'-11" _ C':' -2b 27 27 •• 30 +': 48`-1" �. D 32.x- `"72 •. 32.• ':.3a 1�: 5'-0' C 28 26 • 28 29 T -T D 30 30 30 32 //��//��� �t civic B� t.�JV gQF.Cf1►1F��� .. 7/6/2007 6UILDIKbGDIVISI9&. Page 20 of 21 • 24-2007 ` -30� ;4. 6'-0" 'A •10'-0' B 24 ' 29 32 35 151-T D' 28' 32 36 39 8'6' ._ B 23 27 30 33 r 4.5 5'4' A • 9.51' C 25 28 31 35 14'3 D -28 32 ' 35 - .39 8'-0' B 23' 27 30 33 \5 4'-16' 'A .8'r8^ C 25 28 31' 34 13'J -D 28 31 34 3B 7'-7^ B 24 26 29 32 f -5. 5. 4'4' A 8'-1^ C 25 27 9D 33 17-0' . D 29. - 30 34 ' 37. .. 7-3- B 24 26 . 29 32 6.1 *4'-0" A 7'6' C 25 27 30 33 11'4 D 29 30 33 37 'T-11' C 25- 26 28 32 6.5 X3'6' • A T-1' C 25 26 . 29 -32 10`-10' O 29 29 33 38 651' . C 25 25 28 31 7 3-- '- ,A '6'6' C 25 26 29 32 10'-T 'D 29 29 32 35 6'4' C .25 25 28 31 7.5. T-2" \A"" 6'3^ C 26 '26 28 31 9151' D" '. 29 29 32 ' 35 -e'-11 C 25 25 28; 30. 8 x4r A\ �5-11' C 26 26 28 31 V-2' D 30 30 31 35 5'-10' C 25 25 27 30 8.5 2'-10^ A \5'-e"\ C 26 26 28 37 8'6" . D 30 30 91 34 5'3' C 28 : 28 27 30 9 . 76" A 5'51',^ �C 26 26 27, 30" �. 8'3" : D 30 ' 30. 30 U:. .5'S^ C 26 26 27 30 8.5 74 - A 5'-2' C, 26 26 27 30 T-11' D - 30 30 30 3i'..5'-3' C 26 26 27 ' 29 .10 2'51 A. 4'-11" \ C 26 ''-26 27. . 30' 7'-7" D 30 36 30 33 S'-1' C 26 _ 26 26 .29 105MPHEXPOSUREC .\ %, -, 30 4 ' 6'-0" .. "' A 10'4 8. '-23 28 '31 35 15'-7"' D 27. " 31 35 ' 36 ' 4.5, S' -O A . -9'6" . C ':'24,\ \28, 31. _ 34 _ 14'3"... 0 .. 28... . 31„ . 34 .. 38 5 � 4'-10" A 8'51" C 24 �,27 \ 30 33 13'3" D 29 30 33 37 C p 5.5 4'4" A -8'-1^ C 24 27\ 1,,30 33 17-4-.D '• 28 30 33 36 6 6.5 4'-04 ' 3'6" A ' A 16" 7'-1' C C 24 25 28. 26 28 � 32 32 11'4 10'-10^ 0 D 29 ' 29 .29. 28. 32 32 36 35 7 3'51" A 6' 8' C 25 25 .\.29 28 \ \31 10'-2' , D 29 29 31 35 7.5 3'-T A 6'3' C 25 25 28 31 16" D 29 29 31 34 8 T,0' A TA 1' C 25 25 27 30 9'-2' D 30 30 30 34 W 8.5 2'-10" A 5'51" C 25 25 27 30' 8'51 D 30 30 30 33 6(, 68" , 9 751" A 5.4C I 25 25 27 30 814. D 30 30 30 33 G E' 6I3OI .s.5 24 A V-2' C 25 ' 25 26 29 .17-11' D 30 '' 30 3n 33 *' T -T D 30 30 30 32 //��//��� �t civic B� t.�JV gQF.Cf1►1F��� .. 7/6/2007 6UILDIKbGDIVISI9&. Page 20 of 21 • 24-2007 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! 8'-11• A t0'-10" 4"x3" I Beam. DetailY - ' ::, 7"x4".I Beam Detail'Q 4 :: 0.041"xT'x3" Cloverleaf Detail t .' TABLE 6.14 Attached,' Freestanding or.., . _ _'Aft Ed Freestanding or 40 Attached, " Freestanding or ' 24 Structure - Multis an'Units. 34 Struc'Lre:... Mullis an Units T-111 Structure Multis an Units GROUND TRIS MAX POST MAX ' 16, 4• MAX POST LENGTH AMAX • .' MAX POST LENGTH MAX: B 24 MAX POST LENGTH SNOW WIDTH POST REO'D POST , ' MIN -POST FOOTER S I -. 17 I• 18' .POST MINS FOOTER e' ' I 17 I 16'.. POST -15*_8" C W - I 17 I . 18'LOAD ' 32 (FT) SPACING FOR SPACIN SIZE CONSTRAINED FOOTS SPACIN POST 'SIZE:' CONSTRAINED FOOTS SPACING JMIPNFOOTER SIZE CONSTRAINED(PSF) 26 28 ON SLAB SLAB (FnTYPE 'd° 'd' "d' 1d' ,(FT)TYPE 35 '. •d' "d' "d'.,"E• (� 25 `, ..d: d• "d, 33 ' (FT) 5'-11• A • in) in) P�) .. ,' n 27 28 (in (NI . ._ 11n)".. (in) �' 13'-T C (�) •(in) (in) (in 20 "/ 8'-11• A t0'-10" B 25 . .29 33 ' 36 +. - 1T-0" ' C:. 29. '..33 36 40 V-3- , I B 24 28 31 34 LIVE 4.5 T-111 A 1015" B 25 29- 32 36 ' 16, 4• C' 30 33 38 40 5-101 B 24 27 30 33 TYPE ` d''d 5 714^ A 10'_11, B _ 26 29 32 . 35 -15*_8" C 30 ' 32 36 39 & S- B 25 27 30 33 11.5' 5.5 615• A 91" B 26 28 32 35 • 14'5 C 30 32 35 39 8'-1" B 25 - 27 30 33 ' 6 - 5'-11• A 5-11" B 27 28 31 34 �' 13'-T C 31 31 - 34 38 - 7'4*• B 25 26- 29 .32' 13' 6.5 614*• A e -s" B 27 28 31 34• ./7-" C 31 31 34 38. TS' B 28 2e 29 32 9.4* 15 7 51-11 A T -it• B 27 27 30 33 17-1• D 31 31,.1.32 '33 37" 7'-7 , B • 26, 26 29 32 14' 7.5 4'-9" A T4* B 27 27 30 33 1 V-8" D 31 31 33 - 37 •6'-11• B !- 26 28 28 31 10.5 8 4'4* A T-1" B 27 27 29 32 .1C-11' D .31 ` 31 33 38 6'6' . 1 27' 27 28 31 .". ' 8.5 4.2^ A 5-9" 8 27 27 . 29' 32 10'5' D '31 31 32 38 e'S•. B 27 27 28 31 -. 9 T-11' A SS B 27 27• 29 32 .9'-11• D 32 32 33. 35 V-3" B 27 27 28 31 9.5 T6" A 5-7 8 27 27 28 31 - 9'4* - D -`D 32 32 . "32 ` 35 6'4" B 27 27 27: 30. ' 10 6 3'' A 5'-11' B 28 28 28 31 - 9'-1"- D 32 32 32 35 5'-10"' B 27 27 27. 30 11 3'-Y A5'4* 54* B 28 ' 28 28 30 SS: D 32' 32 32. 34 SS' B 28 28 28 30 12 7-11• A 5-1" : B 28 28 28 30 7'-10' .0 32 32 32` 33 T -T` "•C 28 28 ' 29 29 ' 13. 761 A 4'6• C 28 28' 28 29 ' Tom" D. 32 32 32 33 '4'-11• C 28 28 28 29 ' 20 4 8'-11' A 101.6• a 26 30 34 , 37 1T-0' ' C 31 34 38 42 9'•0• B 25 29 32 35 ' LIVE 4.5 T-11' A 10,41 B 27 30 33 37 15-4" • C 31 34 . 38 .42 816• B 25 28 31 35 TYPE ` d''d 5 7"-1^ A 1161 B 27 30 33 37 ISS^ C 32 34 37 41 V4. 8 26 . 28 31 34 11.5' 5.5 SS A 54" B 28 30 33 36 '.14'-1 C 32 33 37 40 6'-1' B 27 28 31 34 ' 6 5-11• A V-11• B 28 29 32 ail 13'-7' C 32 33 36 40 7'-1 B 27 28 31 34 13' 6.5 5'-' A e'4* B 28 29 32 35 1751 C 33 33 35 39 7'S' B, 27 27. 30. 33 9.4* 15 7 S -i" A T-111 8. 29 29 31 35 17-1^' D 33 33 35' 39 T-7 B 28 - ' 28 30 33 14' 7.5 4'-01 A TS 8 29 ' 29 31 34. '.1114* D 33 33 34 38 -5-111 8 28 28 - 30 33 10.5 a 4.4* . A T-11 B 29 29 31 34 10'-111 D 33 33 34 38 V-8- 8 28 28 29 33 ' 8.5 4'-Y A 5S" B 29 29 30 33 10'S' D 33' 33 3• 37 55• B 26 / 28 ' 29 32 9. T-11• A 54* B 29 ' 29 - 30 33- 8'-11^ D 33 33 33. 37 V-3' B 2D 29 Z9 32 .. 9.5 T-1- A5-7 5-2• 8 • 29 . 29 . 30 33 9'4* D 34 34 . 34 38 6'-0• B 29 29 29 • 32 10 3'4* A 5'-11- B 29 29 . - 29 ' 32 8'-1• D 34 - 34 34 39 5-10^ B ' 29 29 29 . : 32 11 T,7 A 54* B 29 29. ' 29 32 8'4* 0 '. 34 34 34 35 5'6" 8 31. 31 29 1 31 20' 4 8'-11' A e' -1P - B 27 31 ' 35 - 38 156" C 31 35 39 43 .6'4*' A 26 29 33 36, LIVE 4.5 T-11' A 9'4* B 28 31 34 38 '14'-11- C 32 35 38 42 V-7 8 26 29 32 30 TYPE ` d''d S T-11 A 9'-7 B 28 31 34 38 144" ' C ' 33 34 38 42 T-10" B 27 28 32 35 11.5' 5.5 SS^ A 8'-10' a 29 30 34 37 13'-11• C 34 34 38 42 TS• B 27 28 31 35 ' 6 5-11• A 8'-7" B 29 30 33 37 13'4* C 34 34 37 41 7'-1• B 28 28 31 34 13' 6.5 S'.61 A 8'4* B 30 30 33 37 174* C 34 34 37 41 5-10• B 28 28 31 34 9.4* 15 7 S-11 A 7'-11• B 30 30 33 38 17-11 D 35 35 36 40 6'-7" B 2B 2a 31 34 14' 7.5 4'6 " A 7' 4* B 30 30 32 36 5 11'• 0 35 35 36 40 64• B 29 29 30 33 10.5 a 4'4* A T-1" B 30 30 32 35 10'-11, D 35 35 35 39 5-2^ B 29 29 30 13 ' a.5 4'-7 A 61-" B '31 31 31 35 1015 0 35 35 35 39 6'-0" B 29 29 30 33 9 3'-11" A 54*^ B 31 31 . 31 34 9'-11• D 35 35 - 35 38. 5'-10• B 30 30 30 33 9.5 3'6" A 5-2• B , 31 31 -31 34 9'-' D 35 35 35 38' $'_8' B 30 30 30 33 10 3'4* A 5'-11• 8 31 31 31 34 9'4" 0 36 36 36 . 38 5'-' B 30 30 30 32 11 T-7 A SS . B. 31 31 31 . 33 - 6'4* D 38 36 1 38 37 - 511 8 31. 31 31 32 12 7-111 A 5'-1' 8 31 31 31 32 T-10• a, 36 36 36 36' S'-0• B 31 31 31 .32 '40 4"x311 Beam Detail . : TX4".1 Beam' (Detail Q - 0.041"x3"x3" Cloverleaf. Detail TABLE 6.14 • • Attached , Freestanding or D" .-'Attached Freestanding or < Attached'f Freestanding or 34. .37 Structure Mullis an Units :-' '..:22 SUucture Mullis an Units Stricture Mullis an Units GROUND TRIG MAX POST .MAX -. 'MAX POST LENGTH MAX • • '• MAX POST LENGTH - . MAX MAX POSTLENGTH SNOW WIDTH, •POST REOD POSTMIN F007E ', a' ,' 17 I 1B' - POST MIN. OOTEr e' , I12'I16' POSTMIN 6•" I 17 I 15 LOAD (FT) SPACIN . FOR SPACIN POST 'SIZE CONSTRAINED FOOTER SPACIN POST- - SIZE -CONSTRAINED FOOTS SPACIN POSCONSTRAINEDFOOTS L (PSF) ON SLAB .SLAB(FT) 32 TYPE ` d''d , `'d' - 'd' (FT) STYPE d .. "C''_•Q. •"d'n 'Q. ••d • •Q' - C 23 26 29 . 32' . D : - '40 4 4'6^' q 8'-4• C• ."29 28 30 - 34 17.8" D" 26, 31' 34. .37 TS' 1 B '..:22 ..26 29 1.32 22- 7IF 4.5 . 4'4' A. 7'-T C 23 27 30 33 .11'-7' D 26 30 , 3J 37. • 7'-0• C 22 - 28 ' 29 32 7,5 5 3'-7" A 71-W C 23 26 29 . 32' 10'_81 D : - 27 29 32 36 6'-7• C 23 25 28 31 11.5' 5.5 11• A 6'S C 23' , 26 29, 132. - 9'-111 , D 27 29 32- 3S.. " e'•3• " C - 23 ' 25 28 31 ' 6 3'-0" -A 61-0" C 23 25 28 31 V -T` ' D .27 28 31 35 'S -it" C 23 25 27 30 13' S.S. - 76• A ' 5'-7• C • 23 25 28 31 e'-0• D 27 '26 '31 34 . 5'-7• C 23 24 27 30 9.4* 15 7 7-7' A. 5'-3: C ' a 24 25 27 - . 30 -- . 8'-11 -0 27 27 30. ' 34 5'-�1 C -24. 24 27 30 14' 7.5 2'.6' A 5'-01 C ` 24 24 '_ 27 30 TS• 0 27 27 30 ' 33 5'-2' - C 24 21 26 29 10.5 8 ... - 71^ . A 4'6" . • . • C ' 21 .21., 28 . 29 :: - s. 7.11 D 27 .' 27 29 37 4'-11• C ' 24- 24 26 ' 29 ' a.5 2'-1' A 4'S1 C ,'24 24 28 29 8'-111 D 27 27 29 32 4'-9• C 24 24 . 26 29 B Z-0' -' 'A " 4'1"• 24 28 29 '. 5-T D. 2a 28 • . 29 ' 32 4'-T C • 24 24 28 28 9.5 1'-11'. A `4'-0"- C.r 24 124 ' 25 28- S1'. D - 28-. 28 28 31.,.'4'S" -C - 25 25 - 25' 28 60 4 T-0• - - A ' 6'-1' C 20 25' 26 31- •' 94•• D - 24 28 ' 31 35 . 5-11^. C ' 20 25 27 30 22- 7IF 4.5 7_8• A 5'4*' C 21 25 28 . 30 W -W D ' 24 28 31 34 51^ C 21 24 27 30 7,5 5 7-5^ A' S'-0• C 21 24 27 30 ' T-9^ D 24', '27 30 33 W-2- C , 21 24 28 29 11.5' 5.5 7-2' A 4'-T C 21 24 28 29 T-2^ D 24 27 • 29 32 4'-10' C 21 24 26 29 V 6 7-0" A W -T` C 21 23 26 29 S -T- 0 . 24 26. 29--. 32 4'-7• . C 21 23 26 28 13' 6.5 1'-101 - A - 4'-0• C 21 23 25 28 S-7 D 24 26 28 31 44^ C 22 23 25 28 9.4* 15 7 1'-01 A 31-T - C 21 23 25 28 S_8' 0 24 '25 28. '31 - 4'-7 0 22 23 25 28 14' 7.5 V -T A 3'6^ C 21 22 25 27 SS• 0 24 25 27 30 ` 4'6^ D 22 22 25 27 10.5 8 /'S A ' 3'1' C 21 22 24 27 S -T D 21 21 27 - .30 : : T-10' O 1 22 1 22 25 1 27 OVER-. RANG • 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN TABLE 6.15 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES TI PROJECTION OF SINGLE SPAN STUCTUAES UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT - ' FT " 8' 9' 10' '. 11' 12' - 13' . 14' -• 15' " IV- 17' 18' 19' - '20' .21' " 22- 7IF IF 4' 4.4* S 5.4 6 6.4* T 7.5 a' 8.5' S , 9.4* 10' 10.5 11' 1..5. •�.5. S.5' S 8.4* T 7,5 8' 8.5' S 84*' 10' 10.51 14' 11.5. 7 ' S 5.6'5 6,4* T 7.4* 8' 8.4* 9' '9.5 15 10.5 11' 11.5' '17 3' S.S 6'� 8,5' �T T TV B' 8.6 9' 9.4* td 10.5' 11' 11.5' 17 12.5' 4- S 6.4* 7,4* a' 8.4* . V 9.5' 10' 10.5 11' 11.5 17 12.6' IT S. 6.4* T 7.4*\ S B.S. 9• 9.5' 10' 10.5' 11' 11.5' 17 12,5 13' 13.5 S T 7.5' e' 8.5' 7 .9.4* 10' 10.5' 11' 11.5 17 12.5 13' 13.5' 14' T 7.4* 8' 8.5' P � 9.4* 15 10.5' 111 11.5 17 12.5 13' 13.5 14' 14.5 V V. 8.5 5 9.51 10' 10.5' 11' 11.5' 17 125' 13' 135 14' 11.5' 15' P 8.4* 5 9.5' 10' 10.5` 11' 11.5' 17 125' 1T. 13.5 14' 14.S 15' IS.S 10' 9' 9.5' , 10' 10.5 11' `. -11.5' 17 125' 13' 13.5' 14' 14.5' 15' 15.5' - IB' 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE • 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6.17 LO4 (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING USE 20PSF MIN) TO WALL FROM•TABLE 7.6 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS 10. USE THE APPROPRIATE DETAILS 12' ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS -FOLLOW 1.6 FROM ABOVE THEN 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.15 OR SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.14 -•CAL•Cy);AT.E FRDM,TI2jDt#4_�)IAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING 6. ;CHOOSE A4IEADER FROKTAiWE 6.14 THAT HAS ADEQUATE. d,r. SLAB 9. POST W MAY BE USED FOR ALL ATTACHED UNITS ON SLAB POST SPACING. �' r f SLAB 10. FOLLOW 9 AND 10 FROM ABOVE - 7: USE THE APPROPRIATE FOOTER SIZE SHOWN. " -$ J C'- - =i;..-=W I sir - Amerimax Building Products Carl Putnam, P. E. 5208 Tennyson Parkway 3441 Ivylink Place Plano, Texas 75024 Lynchburg, VA 24503 (434) 3842514 cadp utnam(bcomcast-net AUG 2 4 2007 7/6/2007 Page 21 of 21 TABLE 6.17 . Post Requirements for FreestandingStructures Post Description' Maximum Max POST Footing Hei t 0.041 "x3"x3" Steel Clover d =23 12' D 0.041"x3"XT' Steel Clover d= 23" 15' E 0.188"1Q"x3" Steel Square d = 3T' 18' F 0.188'x4"x4" Steel S uare d = 44" 18' . G Amerimax Building Products Carl Putnam, P. E. 5208 Tennyson Parkway 3441 Ivylink Place Plano, Texas 75024 Lynchburg, VA 24503 (434) 3842514 cadp utnam(bcomcast-net AUG 2 4 2007 7/6/2007 Page 21 of 21 i . 2.00 2'x6' FLAT PANEL N3. 6" STRUCTURAL PANEL 1'625, N2 3004H36 ALUMINUM (3004—H36 ALUM. ALLOY) [- 3.00 fir'.'.'.'.'.'.'.• SB 1/2" ROLLFORMED HEADER ;•;•; (3004—H36.ALUM, ALLOY) FOUR. #:1.4,'SD.SCREWS EACH SIDE FORFOOTINGS:_l1P'TO_G.=TWO.28" H EXP' B ON SLAB THE 3/88 BOLTS 90 F REPH EXP' C ON SLAB 0.042" 3004 H36 ALUM 0.055" 6063T6 ALUM 0:041 " STEEL OR EQUIVALENT 0.024" 3105 ALUMINUM SKIN N1 S, -- (HEADER CONNECTrION Wind Speed 8 Exposure (mph) 3" Fastener OIC Spacing (in) 6" 12 18" 15 ;Max Tributary Width (ft) 15 8 . .._.... 5 _..._. 90 Exp B 110:Exp 6 15 10 5 3 90'Exp C 15 1.3 ' 6.5 4 110. Exp C 15 8.5 c 4 2.5 2' x 6.5' Rafter FASCIA FROM NI,' N2, N4 OR NIO 1110. SMS ONE PER PANEL L �� Structural Panel POST 3"X 3, 2."X 6 1/2" !S SIDEPLATES SFE TABLE 4.9 OR 4.10a X ALUM. ,FOOTING. BRACKET:. �lsry ,L9' TWO .GALVANIZED SEE NOTEPOWERS.'WEDGE 'BOLTS AT RIGHT r o • UCC ESR'1678) W/ 2.5' w`r�•' +'• ; .°, EMBEDMENT MAX'FbOTING d=26 - SLA B =26'SLAB OR FOOTING Rafter Tails 0.042' x 3' x 8•��+ S 1p�Q�' •� P N8 BRACKET^FOR CONNECTING POST'TO7SLAB Header .tom tiC� 'ORIFOOTING (6063-T6 ALUM ALLOY) �' Q� SINGLE SPAN' ATTACHED =UNITS ONLY rr Post tr' E)(p. 61301 lige • S A KWAY S+ CIV11- ��P BUILDING L 0 A 5 24 AU o �F PA WN, UP UIV IbIUN BEJ/CP N5 NEWPORT FASCIA_DETAIL NTs. ompo EROD n etoils Engineer's :Stomp for Newp rt es 7/6/07' NP01-2006 I of 4 .. J X 2.88 ti I 2 1/8 ti../ k. z 2.1 8 i .. M, , 4.» COVER PANEL 4 0.02 f. ' 0.024 SEE -TABLE 4.10 .4.-656 0.28 _ ` N 1.000 . �- 1 3' 0.024'A. 6 S%8 3' 7.88' 0.0750 2.000: t 12, 14 OR 16 GA. . : A • (IN)= 0.040r(ALUM) f 3 0.5 SOUARE COLUMN " —i- TYP. 0 041 (STEEL) (3105 H26 ALUM ALLOY) J 4:043 Q---�� POSiS•MAY BE'TRIMMED w/FLEX N16 2 x 6.5 S[DEPLATES .' _ (3004 H36 ALUM. ALLOY) ;� - ALUM FACING ; 4 0 STEEL "C CHANNEL HEADER CALIFORNIA,.FASCIA- r z Ng: �, _ N 10 'ALUM 6063 T6 3 ALTERNATE POST. SIDEPLATE CONNECTION DETAIL: O (STEEL A-653-Fy=50 KSI) ( )' . N 1 1 (3004-H36'ALUM.-ALLOY OR • • • 3' x 3' "METAL POST - SEE -GENERAL NOTE. 19 EIGHT #14 SMS TWO .3/8' x 4' EMBEDMENT LAG SCREW V/ 1.25'0 x 3' METAL POST EIGHT #14 SMS WASHER, ONE ON EACH SIDE OF POST. rV0.3�8 A-307 BOLTS O VITT LSv vASTERS . UNDER BOTH HEAD AND NUT. O O ONE ONA T E.SIDE,OF POST 1' MIN TIMBER FLOOR JOIST _T OR HEADER I1 UTILITY DOUGLAS FIR L ATTACHED STRUCTURE POST urlurr GaaOT OR era ATTACHED STRUCTURE POST N.13 'TO DECKING TO DECK FLOOR JOIST POST STEEL ANGLES . 3 1/2" CONC. SLAB • FOOTING UNDER r6l SLAB •' : .: ..-, • .. J NOTE: µii I'.�i1' �'•' �f �AHICHORS MUST GO THRU.SLAB AND BE EMBEDDED INTO - - - - FOOTING. A' MINIMUM OF 3." o POST CONNECTION.'DETAIL,. FOR SLAB N 15 :- I•--&;-FOOT.ING ATTACHMENT SINGLE SPAW ATTACHED UNITS ONLY f MAX "�`• FOR TE3:P att; i dt OR SIDE MOUNT- rLive/ TRUSS/RAF4TER Snowya O/C`SPACINGt Load ,16' o/c` 24. olc,. 25 10' :9" 7'4" ' ......s' o" 6'-0" '40 6'.-1 Ott 4'-6" A 653 Fy=40 KSI STEEL) :60 .... ` 4'-Z" 3/16- ASTM A36 STEEL SR4GS6SIS IE5• VICE EXISTING EAVE WOOD FRAMING - 20 UOMER 80AR0 ISOF) t /�D`I S' •`""' 3 16.". ASTM, A36 �'ois• x^ STEEL BRACKET 1" SPACING $000 BETWEEN SCREWS •f s TOP MOUNT BRACKET I 3.00" —� 0.0"OR 0.04040TY° TYP. 3.00' 1 3", 4", 5" N 14 3" SOUARE POST 3105-H26 ALUM. ALLOY) 3', 4' OR 5' �— If ,/ 10X 1'.5" , SCREWS STRUCTURAL PANEL LEDGER BOARD --/ SIDE MOUNT BRACKET I . EAVE OVERHANG 'N L' ST ALSO COMPLY W T TAI N21 .CL�y� EXP. * 01. sj C10- N 17 q�OFCA��F°�. AUG 2 4.2007 ASTM A36 STE=EL POST fy=36. KSI•I Engineer's Stamp EAVE ATTACHMENT ALL HOUSE PENETRATIONS MUST BE -COMPLETELY AND PERMANENTLY SEALED 5208 TENNYSON PARKWAY Ahierimax SUITE. 100 BULDING PRODUCTS, INC. PLANO. TEXAS 75024 or L r ` omponen ors & onnection a ails NTS for Newport Patio Structures ►/6/07 - .;NP02-2006 2 of 4 T DETAIL 'A" S(Uk6N. A34 CONNECTOR ADDITIONAL TWO 16d t OR-10Llic J_o- NAILS. 0-M RAFTER OR TRUSS - - RAFTER OR TRUSS 6, /t0 SCREM15 z-3 EACH. I.M., OF CONNECTOR='TYPIUIL '• SEE DETAIL AETAIL, W, W 0 WIT HANGER SANMTRUCTMAL P ---k 2K.,WOOD. 1/2' FRAMING FASCIA" bbui.GLAS., L FIR,...EARCH FOR MAXIMUM SEE TAME.. (NORTH) FORrASTElIER OVERHANG -.SEE SCHEDULE SCHEDULE 6 RIGHT #2 'OR §TR':, ALTERNATE'EAVE ATTACHMENT J-1, .. ..... ....... . ..... . Loltkd`; JlAFMR MAX DISTANICIETO FfRSTA0W.0F:P0S;TS."L-o. (247 01C1 VEAVEOVERHANG 247 as", •10 psf 490 MPex,p, k-". . 2 . is -;y I54 ,il 3- 2z;t, 22- 2X4 �ij " 2" 6 '4'1"�' Z-4, go 0H •c; 2'. 15-17: ",T -r" :V 227 -t, 2Z 22 Z-3" 100 MPH mpH &0,8: 91.4 V-97 2Z:Y 117,6' 25 psf 2x4- 8* -9";. .00'_3-, 2Z..-' 14-47 10'-27 j%2' 5--1-1 21 6: 2Z "r 166, V. jz-I.-. 30 psf .,3'. 1 G" ZI.T. 110 MPHExp C 2x6 v:w 11 11• $.6 31_8•m_* ZXB' 2Z _Zr.: 116%9"t� IT -77 •94" - 40 plf 2�4*., S' -2' 7-9' 01,0- 120 MPH Exp C Z.xe IT. a ..8-.., 5'-g' 3'_91 ZL4- M 2x$ 60 p0., 2,X4 T -r>.. V.4r. V-3" a -W W -O' 130 Ml`�' Exp ;xq 8.4- S-4" T7�31 v-9- , ,C — -M . --il !. -v:, 5-3' T -'r 7 110 S.MS 0 V o/c r2- 2X-6 1/2-- ALUM. 6.50' 3.00' -4 ROLLFORMED HEADER 'N4' CONN. DETAILS TO STRUCTURAL PANELS #10 x 2' SMS SEE TABLE- 7.5 FWRSPACING 1.50" .50" A -RAIL -SEE DETAIL *0` WEBS WITH 2* x 6 1/2. x .024 AMU cinCIDIATC 51 2' 1/2' 6* OR 121- WIDE 4 j;14 SMS.�4 STRUCTURAL PANELS 12 5 4-,114 SM5 EACH IK COLUMN . sio. 21". ./2 LUM 4. SID ALUM YX 3 ALU . . . . . . . . . . . EPUI COLUMNWITH YSIDEPLATES ND'VI 'HEADER CONNECTION ALUM. /10 SUS 0 FOLLOW- 6"-O.C. OUL DIN 6", O.C.�'FOR . 6�'PA NELS 12 O.C.'FOR PANELS -7 2.25" 2 .50 OR ' " [g j .43 .30 II01 io -V k . (N . 9EXTRUDED HANGER . (6063-T6 -ALUM. 'ALLOY) 1625' --SEE TABLE 7-5 OR 3.50 <' 062 55 'ALUM: Lu CO MN:•; 2"i 65". or 3"x 8 !N,?'LACE -OF 4EADER w.WITH .sibtPLATts 'OST DOUBLE 2" x 6. .5" HEADERS.or DOUBLE .3" x 8" HEADERS is P 411 1110: SMS: @ FOLLOWING, SPACING 6 39 6' O/C, FOR 6' PANELS 12. O/C EXP. 6/30to.' FOR -12" PANEL CIVIL r STRUCTURAL PANEL N2% (3004—H36 (3004—H36 ALUM. ALLOY). AUG -2 4 2001. Engine.ti's Stomp. 27X 6 1/2'X '12* ALUM.- RAFTER - 0 161. OR, 247n11 2*X 6 Ilt ALUM.. FASCIA -/ �TIVE N28 ALTERNATE -DECOR ef ,.-FASCIA-TRIM 807E a)uwry BUILDING DIVISION .1 ...-APPIMVIEU - .)',ffjMerjyjjaX 5208JENNYSON PARKWAY W #(JKIANG PRODUCTS:. ING SUITE 100 PLANO.' TEXAS 75024. ORAAW Or Twl�_ NTS I. - l!'mComponen'l ts &'�,ConnectIon. Detoils , ... for.- W46pootr - Patio, Structures, - - o? "i 4 -o 17&93 `:iO.66 17.3 ADDITIONAL '1/2' .. ; , ;. - - - Lotttce. or, Solid_ Panels , .. .. .. STEEL POST BARS As REQUIRED (SEE NOTE 8EU)W) 0.0'42 x3 x8" Alun •Bracket HEADER (0.060') p p .p3Aa� 2.1 8� Lattice or 2x wood :studs SPF '616" 12' MIN. Soled Pnnets Alun. Bracket or BTR' -'o/c EM 8 OMENT Q . V , . Q V 8 SMS (OA60•) 8 sirs ATTACH PANELS t/2'i STEEL 2- p Q' . LONG ' PER DETAILS p TERE112' ENTERED, ON A2; BD OR BG COLUMN 2- C Q Q s _ is 3' x 8' Header, f1.. •I 3' x 8'. Header r2 1. 4 LAG - t=0.024" (0.042')•. co.o4e•� CREW PER p ' V G.' OR .. 0.032" 2' x 6' Side Plate TABLE 7.5 rto sM . ANC4". MIN h I. 2.25" MIN SCREW L 3' x 8• Header rl <0.042r SPACING IS 1" CONCRETE FOOTING Nat —4- 3'x3- POST I "I 3'x3- POST 2x DF WOOD USE 1 - 1/2. 0 STEEL BAR FOR FOOTINGS UP TO 36' CUBE. USE 2. - 1/2-0 BARS FOR.FOOTINGS UP TO RAFTER Qr SIDEPLATES I 12x6.5' SIDEPLATE LEDGER 46- CUBE AND 3 - 1/2' • BARS FOR FOOTINGS UP TO HEADER (3004-H36.ALUM. ALLOY) 1 1 ri3a LEDGER BOARD ATTACHMENT 52' CUBE. (3004-H36 ALUM. ALLOY) N29 FREESTANDING OR ATTACHED N32 ALTERNATIVE SPLICE FOR 'ATTACHED -UNITS POST/FOOTING CONNECTION ii4' LAG SCREWS FOUR #14 SDS EACH SIDE Sent. with permanently (2 1/4' PENETRATION INTO VALE STUD)* _ Flexible t "waterprooF sealant 4- 3" X 8" BOX 2' x 6' Ledger Board STUD .r L BEAM HEADER 'I (optional if TAG SCREWS ALUMINUM "H" w/ 1.0 washers are used 2' x 4' Stud to attach hanging rail) wwa�w 3" 6k-BRACKET y 1.00'min. I, 'I 3"X 3" ALUMINUM a 3' X 8• ALUM �' �I POST y 3/8' Log Screw RAFTER BRACKET, 3" �I rruL J_ 0 3'X8' ALUM Oso ♦ �1 ATTACH PATIO COVER HEADER 3.5' MIN AS PER N26 OR N27 J. y Completely Seat' with FOUR #14 SDS EACH SIDE perrianentl.y Flexible & • \.F"'�/� '� "' waterproof sealant CESS 0 d/lik N35 LUMINUM 'H' BRACKET FOR sir xtx 1 P CONNECTING POST TO HEADER 2.5' MIN PENETRATION - 1.00'rlin. 114 SELF -DRILLING SCREv. ���� "moi (6063—T6 ALUM. ALLOY) INTO WOOD FRAMING` POST ALTERNAFOR 36SLAB A AC MENT ONLY CIO 6 139 `:;0�' v Synthetic Stucco or ndn-structural covering. EXP.613010 1other P131ALDING.MODUCTS 5208 TENNYSON PARKWAY (1• nax. thick)Sheathing 2; CIV-\-PLANO, S11111i]L J111(.e.X INCSUITE 100. TEXAS 75024 �rFOFCA`eFD� SEE. ALLOWABLE DISTANCE BEJ/CP.. TO FIRST ROW OF POSTS IN ACCO ATTACHMENT DETAIL TABLE 7.7 N33 WITH BOARD 2 4 2007 NTS omponen O S onneC ion a Ot s for Newport Patio Structures LEDGER Engineer's Stamp 7/6/07 NP04-2006 4 of 4 JLL DETAIL D 6.000 ©2'x6' FLAT PANEL 3004H36 ALUMINUM #8x12' SHEET METAL SCREWS @ 8' 0/C INSID� 0.060" R=.0.08' OUTSIDE--;:. TYP. ' 3.500" R= 0.10" 0.125 ✓ , 3.090 R=.0.25" Typ 0.72. TYP: 1.750 F 2.06 1.03 s :s 38.6' 1 250 6.00" 6.00. 12.00 Q 3 1/2" X 12" STRUCTURAL .PANEL (3004—H36 ALUM. ALLOY) 3-:114 Sh ON EACH SIC OF_ SPLICE t= 0:036' ROLL• FORMED HEADER SPLICE, TIGHT Fit—INSIDE—.01F, HEADER, R= 0.20 9' EACH SIDE OF TYP. SPLICE.. .3 - #14 SMS ON EACH SIDE OF SPLICE Ld O ROLLFORMED .HEADER SPLICE (3004-1-136 ALUM. ALLOY) EXR 61301 U CIVIC- �TFOF CA��FG� A 2 4 2007 Engineer's .Stomp 4641 4.656 .0.075 SEE Ta BLE 4.9 ON' 4.10 `I .2.0.00 -- 4.04.3 C:ALIFO r -1Q6�ALcII=OY,)-)NIS- (6003 ©4� fZ PARKWAY BUILDING PRODUCTS; i' U E t00 PLANO, TEXAS 75024 BEJ/CP NTS Comporient Parts & Connection Det6ils e6/07 -'6DO1-2006 0.67' 0.09' 0.54' 5.75' 0.63' f--- 4.00" — .115 GAUGE TYPICAL NOTEc ' 8 #1.4 SMS _ HEADER, SPLICE MUST -BE LOCATED 'WITHIN yy 7T ONE' #10 SM a2 OFA POST* _ PER "PANEL r15 "TRUDED HEADER: ITH : TIGHT FIT` STA81UZER CUP ADER 4" .720" 0 .5" SEE TABLE 4:9 OR 4.10 5.406" .•5"� 10 —�.5' .5'}-�— 10 �.5" 0.50' 24" 0.08" EXTRUDED HEADER SMS SPLICE WITH TIGHT FIT INSIDEHEADER:OI ALASKAN HEADER SPLICE , (6061=T6ALUM. ALLOY) 2.17' 2.31' TYP. 4.00" • NOTE: . T062 " SEE DETAIL '88'. R=.375FOR. EXTRUDED 1.187" HANGER W/ A–RAIL Q CLASSIC FASCIA O A -RAIL W/ S T A B L I.Z E R CLIP I (6063-T6 ALUM. ALLOY) 4--437" (6061—T6 Alum. Alloy) 750" ONE #10,SM .291 375"F PER PANEL " T.079" BLE 4.9 1.0" 5.40 C AL PAN L- .079"9" 4.00" 2.725„ 0.215 ;�2.965 0.057 ONE A L I� ..900" PER PANEL --•i i� 375" STABILIZERCLIP-� 0 . SEE DETAIL V. O STABILIZER CUP FOR EXTRUDED HEADERS 'H' do 'L' . (6063–T6 ALUM. ALLOY,) 7 c� SEE TABLE 4.9 OR 4.10 PANEL 1/2" „ STRUCTURAL .062" 0.062 = t,—.=3.00"-1 . OK ALASKAN HEADER 05 1./2' EXTRUDED HEADER (.6061-T6 ALUM. ALLOY) 16061-T6 ALUM. ALLOY) Pl! P. 61301 k� CIV1 `� ~ �TEOFCA��60� AUG'2 s sj.Jp07 1/2' 6SPLICEDETAIL O 5 1/2" EXTRUDED HEADER SPLICE (6061—T6 ALUM. ALLOY) /2' r tililel1117ci<x 5208 TENNYSON PARKWAY BUILDING PRODC?CTS, [VC. SUITE 100 PLANO TEXAS 75024 NTS I Component Ports & Connection Details f07 •CD02–.2006 2 of .9 .104 R 200 14 SELF TAPPING..._ L _ SCREW W 1" WASHER. ALUMINUM SKINNED ;SANWICH",.PANEL' USE SPACING USE SPAN AND CONNECTION:'; _ SPECIFIED IN TABLE DETAILS .NOT PROVIDED :HERE •AS PER OTHER APPROVED ENGINEERING .. .... ........ ... .. Wind -Speed &Exposure :Fastener0/C.Spacing* (in) '. 3' 15.... :Max Tributary Width (ft) . 15' ?.. 5 90 Exp B 110 Exp, 8 15 _`. ..._8 ...: 10 5 3 90 Exp C 15 i 13 6.5 4 110•ExpC, . 15 5.490 .300 110. R, . eK 050 R. TYP. 4.4500' S" 2.005 .5"�+- O � 5..S - O �.. 11.. 24" 3.740--1 .120 R. goo THici - TYPICAL. O. CLASSIC ALASKAN. HEADER SPLICE (606.1.-T6 -ALUM. ALLOY) 0.0214 3105 ALUMINUM SKIN 0.042" 3004 H36 ALUM SANDWICH 0.os5" 6063T6 'ALUM O _P A N ELS T O 2.87 0.041" STEEL OR EQUIVALENT HEADER - (CONNECTION SEr r,. .,, r . ,M 7.0' .09' TYP. 1.0' �- 4.0' - I © 7' x 4° I BEAM HEADER (6061—T.6 ALUM. ALLOY) LOVER PANEL SEE TABLE .4.10. 7:875' 0 STEEL "C"— CHANNEL HEADER (,((STEEL A—'653 Fy=50 KSI) 12 GAUG.105') 16 GAJUIRE 0.060') _L�3�J�� * EYli.uwur R ne l` 5268 TENNYSON PARKWAY CIV1V �QgOtLOIhCPRODUGTS; rnG SUITE 100. 7t. F PLANO, TEXAS 75024 MOM. BE. /CP AUGZ T 4 3 2007 -NTS Component Ports &Connection' Details Engineer's Stamp w 7/6/07. -003-2006 •3 of 9 4 "I" BEAM ,. • 1/2 ,Bolts.. w/ -^ 1 •1/16 Washers 3.. 0.09" ft=0.09" I, 1/2" olts w/ 7.0 -G-- - E)- - $ • - - —F% . 1 1/1 6" Washers 5.0" 0' 1" 2-7" C SPLICES I 2 ONE EACH SIDE 4.00' 2.88' 4 OF 7" "I" BEAM 36„ " --� �--0.11• : - �-- - E�- - �- I �• - --e - �} . 0.12" \ 0.13• f" 3.00. 24" 7" X 4" I -BEAM .SPLICE (6061-T6 ALUM. ALLOY) OX 4" X 3" ALUM. I -BEAM FULL STRENGTH SPLICE BOLT LAYOUT OU 7" X 4" ALUM. I -BEAM FULL STRENGTH SPLICE BOLT LAYOUT �— 3.00" 3.00 0.024 0.72 1.56 0.72 SEE TABLE 4.10 —j 0.93 �- 10.56' 3.00" R=.0937 0.72JA V TYP. _T 1.50 o.oP2„ 0.28 0.93 1.56 3.00 0 3" SQUARE POST (3105-H26 ALUM. A 0 4.00' 0.072' 2.88' 0.72 O FEPUONy --I —0.17 ii—o.11• cQ� m O 1 1/2„ SQUARE POST t..= 0.041" 6 13 (3105—H26 ALUM. ALLOY) Exp. 13 V ;; , n n ; ' 0.13' 3.00'—�� s+J �++1111\- ��\P * 5208 TENNYSON PARKWAY &.3 ..X_ 3,!.f.CLOVERLEAF" HEADER gTEOFcavF� Amerunax k BUILDING PRODUCTS: [VC PLANO. TEXAS. 751124 CSUITE 100 A-653 Fy=40 KSI STEEL) .. OY 4" X 3" ALUM. I -BEAM AUG .2 4 2007 BEJ/CP NTS Component Ports & Connection Detoifs Engineer's Stomp 7/8/07 CD04-2006 74 of 9 3 3.000' '0 i437 4) '0, 3.000' TYp*. .688(4) TY 09 0. f .094' 11-.740.(4) 4)_ .437 (4) 1 j 7 2 - RAD. 7-.020"DP. 6) .0 X 70' ) F. 62" RAD(20) .(12) , n.), - 187" RAD(16) COLONIAL POSTS (Y ALUM. 6063—T6) "t" = 0.062" UNLESS OTHERWISE NOTED CD. 3', 4' .188 .-TY—P. or 5' 4' or 5" AG 3", 4" OR5" STEEL POST/" IF=36 KSI 1 2-1 1/2" SQ. X .062" EXTRUDED ROST (ALUM. 6063-'T:6) kz .t (IN)= 0:030, 1 0, 0.040 (ALUM� 6.0, 4 (STEEL) NOTE: POST.S.-MAY'.8E TRIMMED */REX ._ALUM. FACING,-. AH 3 ALTERNATE POST -(30.64—H36'-ALUM. ALLOY OR A-653 Fy=40 KSI ST 'A. TKw �X�� 75624 EXP. 613 % e B.IJILDRIPlM119. �SVN(kl 4- -CIVIX. Op"m ft lyp" OFC eb1cp SrAM. NAmL us �,2 � I '- I- NTS � 'Component Parts & Connection Details ngine, s4s910 CAM 07 ..!/'6/.07 FCD05-2006 9 m � 7, '::1 4' FOUR # -SD SCREWS EACH .75" FASCIA .HOR. �FOTf`N, V ,EXP , T46 J/8 - BOLTS FOR: MPH 'FOOfiNb§� , '- P-. u - _uLJ-.0 AND b0"t D Q­d-�24 1.5 . ... . RE., mPH E*XP' C' TWO1, &w' AND -FOOTINGS. TO THAN UP' T N 'd=:28- 2"X�' 6 Typ. THKr` s7iL WASHER SIDEPLATES n, e7ALUM.' FOOTING 1.5' 9.032-XI.5-- SO .ALUM W/ - DECORATIVE BRACKET.* " 'TVO VS-. GALVANIZED POWERS ALUM.,SCROLS OW SOLID -FILL WEDGE OLTS.(ICC ESR 1678) 3.0* OR 6.0* OR 3.0 6.0 TW113. GAL V.%!.,POWERS WEDGE. ...EMBE W/ DMEN . ON SLAB' OR to 23' FOOTING. -:'EMBEDMENT VCC-E9RA6-78)' W/ -2.5"- MBED:1fOR --SLAB POST • =311 3.5 FOR d 'OR :ATTACH. bR­MdTNG W. d-26"'* OR SMALLERSLAB F-P'Q.T I N G TWO 3/8-- BOLTS 6TT6 M CONN. CHANNEL !�U'MINUM, FOOTING BRACKET FOR*CON 'TO CONCRETE . CA -NECTING 2.25 �--4.5' --�:.,2.25 1� . :1 . . . . . . SLAB bk,--,FOOTING . I . . .�— O ROLL FORMED..SCROLL POST CONNECTION., TO'CONCRETE SLAB OR FOOTINGONLY 6063_T6 -ALUM ALLOY - USABLE FOR SINGCE SOAN'-ATTACHED "UNITS BRACKET ='6063 T6 ALUM ALLOY POST = DETAIL AA OR.'AF- ONLY USABLE FOR SINGLE SPAN. ATTACHED UNITS. 3 3.000' '0 i437 4) '0, 3.000' TYp*. .688(4) TY 09 0. f .094' 11-.740.(4) 4)_ .437 (4) 1 j 7 2 - RAD. 7-.020"DP. 6) .0 X 70' ) F. 62" RAD(20) .(12) , n.), - 187" RAD(16) COLONIAL POSTS (Y ALUM. 6063—T6) "t" = 0.062" UNLESS OTHERWISE NOTED CD. 3', 4' .188 .-TY—P. or 5' 4' or 5" AG 3", 4" OR5" STEEL POST/" IF=36 KSI 1 2-1 1/2" SQ. X .062" EXTRUDED ROST (ALUM. 6063-'T:6) kz .t (IN)= 0:030, 1 0, 0.040 (ALUM� 6.0, 4 (STEEL) NOTE: POST.S.-MAY'.8E TRIMMED */REX ._ALUM. FACING,-. AH 3 ALTERNATE POST -(30.64—H36'-ALUM. ALLOY OR A-653 Fy=40 KSI ST 'A. TKw �X�� 75624 EXP. 613 % e B.IJILDRIPlM119. �SVN(kl 4- -CIVIX. Op"m ft lyp" OFC eb1cp SrAM. NAmL us �,2 � I '- I- NTS � 'Component Parts & Connection Details ngine, s4s910 CAM 07 ..!/'6/.07 FCD05-2006 9 m � _-REQUIRED'. STEEL ANGLE EACH. SIDE OF POST STEEL POST 3/4' MIN.' BOLTS FOR QTY MAX_:. SEE TABLE 7.3 I' .,MIN. COLUMN 'J' � Vl/edge Bolt I"—MIN— ..'. 3/4" MIN. 0.188" . _-REQUIRED'. . - MAX_:. W Vl/edge Bolt LEMBED FOOTING DIAMETER -'DEPTH, SIZE 4 318 3.5. d= 32' 6 112 4 7.5"... 5%8 5 d- 38" . 6 d= 46" a SLAB "W.� AI ATTACHED STRUCTURE POST TO FOOTING .USING POWERS WEDGE BOLTS (ICC ESR 1678) OR EQUIVALENT a a o v c 4 C . Q ... sce Noce 19 POST- CONNECTION DETAIL FOR POST •A• O SLAB & FOOTING. ATTACHMENT Past •d• SINGLE -SPAN ATTACHED UNITS ONLY DOUGLAS FIR UTILITY ADDITIONAL j/2* . EIGHT 014 SMS GRADE OR BTR POST CONNECTOR AS REQUIRED BY PLANS STEEL' POST BARS AS. REQUIRED (SEE NOTE BELOW) 0 TWO %• W/ 4• EMBEDMENT LAG SCREW, TWO 3/8• A-307 BOLTS W4 1.5.0 ONE ON EACH SIDE OF POST. O 0 WASHERS UNDER BOTH HEAD AND NUT. O O ONE aNIEACH SIDE OF POST. 12" EMB OMENT -0 0 V 1 " min 1/2'o STEEL TIMBER FLOOR JOIST DECKING i" ENTEREDONOR HEADER AM ATTACHED. _STRUCTURE POST 2• 4 4N o COLUMN. TO DECKING 2-I AL ATTACHED STRUCTURE POST TO FLOOR JOIST . 12.. 3' x 3' ALUMINUM 4 PL 7 CA (.IB) TWO 3/8" BOLT POST CONCRETE FOOTING M1.r: 0.09" TYP. OTINGS UP TO 36* CUBE. USSE220 1/2STEE'0 BARS BAR OFOR OFOOTINGS UP TO 46' CUBE AND 3 - 1/2" 0 BARS FOR FOOTINGS UP TO .750". s:` •�s►. 30" 30" FREESTANDING OR ATTACHED STRUCTURE 2.5" 1.0 COLUMN TO FOOTING CONNECTION DETAIL I 00.. HELIX: 750" 1/2" ROD DIAMETER. si 4' HELIX' DIAMETER �I • j� ALTERNATE TO CONCRETE SLAB ATTACHMENT IN 00 MPH WIND AREAS ONLYITL I , a 1 . ` 1.5 s" 8139 +')a., I. ALL PARTS TO BE HOT -DIP GALVANIZED ORELECTOPLATED ZINC. MAY BE *. USED IN LIEU OF TO CONCRETE SLAB. 'S.. Ey(p,61301 /,y„eI7111 5208 TENNYSON PARKWAY 2. FABRICATION OF AWNINGNTNG ANCHORS AND SAFETY STAKES,IS'BEYOND TWO 'GALVANIZED POWERS WEDGE B❑LT ilr [L���1i1i1iv THE SCOPE OS THIS REPORT. FABRICATION'OETARS AND :DUALITY CONTROL (ICC ESR 1678) W/ 3.5' EMBEDMENT FOR BUILD[�'CPRODUCfS:WG SUITE 100 PROGRAM MUST BE SUBMITTED TO BUILDING -OFFICIAL FOR APPROVAL :FOOTINGS UP T❑ d=32' SpgT C1V1�' 04a` • . - ' PLANO, TEXAS 75024 3. AWNING ANCHORS MAY BE USED IN .THE' FOLLOWING TYPES -OF SOIL: SAND, GRAVEL. CLAY; SANDY GRAVEL, SILTY GRAVEL. SILTY SAND. FOFC� CLAYEY SAND. CLAYEY GRAVEL. SANDY CLAY, SILTY CLAY, AND -CLAYEY SILT. 8EJ/CP POST TO .f❑❑TING OR SLAB ATTACHMENT DETAIL A AO AWNING ANCHOR AP SINGLE SPAN ATTACHED UNITS ONLY 4 2007 NTS Component Parts & Connection Details' Engineers Stamp a 7/66/07 CD0672006 76 of -9 3/8' BOLTS W/ 1.0' DIA. u' "7' z 4' use `:6 - 3/8 . `bolts FOUR 14 SMS EACH.ASID x 3/32'; THK. STL..,WASHER OR 4' x 3':1use 4.:•_ 3/8:'- bolt:5 tsps; tl 4. SE NOTE FOR T + _ :•� `,�., I SDS E 0 E . 0 0 Y. �'; � - Y• • h -f lir - - r � 1 L POs 3 X 8" BOX ; 3 , 6 BEAM HEADER. I--� s� ALUMINUM "H" as la BRACKET ALL. 'I' BEAMS& 'C' BEAMS aireotra�-rwsz'or'ALUMINUM -ear ,S SHOW a 3" COLUMN USE .TABLE 7.3 COLUMN H posy FOR NUMBER OF HORIZONTAL I 06, . BOLTS --1 3/8',:BOLTS O. 'aiERw"re '!i e�w io vosr toNECrroN USE TABLE 7.4 COLUMN N OR 1114.SDS FOR. VERTICAL BOLTS 3' x 3' POST y. USE 7.3 COLUMN I FOR HORZONTAL 1114 SDS Seal, with permanently,. FOUR #1'4 SMS UES TABLE 7.4 COLUMN 0 ftlxible '6 woterpro.,, sealant EACH SIDE FOR VERTICAL k14 SDS ALTERNATE Y. SO. BRACKET (SDS;-- SELF DRILLING ®. 2 x..6' Ledger Boord SCREW) (6063=T6 ALUM. ALLOY) (optional For 'solid covers JVLAG 2' x .4' Stud use 1'0 rashers to O AL(1,MINUM . 'H' , BRACKET FOR attach hanger) - 1.00'ciin. CONNECTING COLUMN TO HEADER AWUINUM r BEAM OR. siEEl. c" BEAM (60?1Bt r E_ (01L��,,��� IT 3/8' Log Screw .. l J l tl y TWO•96' BOLTS. W/ ATTACH PATIO DOVER �U V L�r� 1'0.x'•"-THK 3.5' MW AS PER AZ, BD OR; -BG i•oazs STEEL WASHER. -SEE SEEA BOLTS TABLE 7.4 -COLUMN 1/4 -BOLTS AS A307 OR SEE TABLE 7:3 •N' FOR.-.OUANTItY. Cornpletel Sect. with. COLUMN 'J' Y FOR QUANTITY' �:, ;:° permanently flexible & #14"SELF DRILLING, SCREWS waterproop. senitint' 'SEE •BELOW' FOR 'QTY 3" STEEL POST FOR, ATTACHMENT TO NON -STUCCO -j. r MIN "t" = 0.041 - 2.5' MIN PENETRATION - 1.00'min. WALLS SEE :TABLE•'7.5 AN04' INTO, WOOD FRAMING FOR, ATTACHMENT THRU STUCCO SEE ALLOWABLE"DISTANCETO'F.IRST < o :o ROW. OF POSTS .IN -TABLE 7.7 r MIN o 'o Synthetic Stucco.or o o' ' AT 3" STEEL POST TO HEADER CONN. BRACKET ' other non-structural ' o. o . (6063-T6 ALUM:) covering (1' nnx. thick) 'Sheathing . LEDGER.. BOARD. . Av ATTACHMENT.- - •IL . AY DOUBLE OR SINGLE• 3X8' :STEEL C BEAM" BOLT. LAYOUT FOR. .SPLICED aa• AND NON=:SPLICE ATTACHMENT . S . 8-/u sus r O. 0. 3 N� 16 -GA -USE 8 BOLTS -0 RSCREWS ����. M. R�,�/ (12_GA USE -10 BOLTS -OR -SCREWS 3"X 8" BOX 3'x8'x 12 OR _ _ lr VQ DOUBLE 12 GA USES 8 BOLTS OR BEAM WRAP 16 go: STEEL 3 ` 3 Fi sTEEI 14 SCREWS C BEAM HEADER �e• + ♦ w 1 9 �. EXP. 61301 �r • e -/t4 sus. .5208 TENNYSON PARKWAY Amerunax + S� CIVIC ��P �BUILDINCPRODUM,'INC SUITE 100 �T 0\F�Q� P.LANO.'.TX. 75024. 8WRAF� -3�X 8" STL. 'C' BEAM�� �%--,BEJ/CP AW-- W/ 3" - X _8" ALUM. BOX BEAM NTS Component Ports & Ctinriection Details " --------- O POST TO HEADER "CONNECTION. FOR 3" X 3" STEEL HEADER AB"_. . Engineer's. Stomp �7'76/077111"`CDO­7=2006 7. of 9 OR .v S t STRUCTURAL PANE ,. L . . NON :-TRUCTURA6� A— . 'r RAIL`'SEE -1.625 -t' 1 d ru:- Bryk 'C 'i ,.• DETAIL. J r .1 h �2 09 0. 4 t 0 0. 1 ' F,. 'i . W z Y+ .. I !.n' Vel y j. SEE TABLE 7.5 • ' z _ 750 2.50" 5.72-1. 1 ,m ' 3.50" FOLLO�YING •SPACING `o 062 ' 1: `0 0 .062", s• O.C.FOR s PANELS,BA 5 1%2 EXTRUDED' SIDE ,FASCIA TY P 12' 0 C. FOR 12 PANELS"'ALUM.",1 ri (6063 T6ALLOY)' !:t L r 150"' � a.,_ - I' •I }� r ~ 1 ' ley ® ROLLFORMED HANGERS 4 ` (3004 H36 y ALUM `-ALLOY) _ F y t 10.'x.2 SMS SEE TABLE 49 OR -.4 BB 3 1/2" J HANGER•' ;.; .. .. 6063=T6; ALUM 'ALLOY rSEE -TABLE .7.5 /lO SNS;O fOIlOW- ( ) . .• I FOR _ SPACING � I` 6-O.C. FOR 6"L PANELS 1.50". 12' O.C.'FOR 12' PANELS 50 .•. 1. �--•I �. - I--- 1 686' 2.257- 062" - A—RAIL—SEE E=.062' DETAIL 'J' OR TYP. 2.50" 1':500" L -4, 0'.3O '"--1 43" ROLLFORMED HEADER • 'E' CONN. 062' . 1.50" DETAILS TO STRUCTURAL' PANELS TYP•—I�--- 1.562" ---� BD EXTRUDED HANGER (6063=T6 ALUM. -'ALLOY) 2x wood studs "SPF or BTR 016" o% ATTACH" PANELS -PER DETAILS AZ, ' BD OR BG - /4" LAG SCREW ' ER ' TABLE 7.5' "ANC4" IN SCREW SPACING IS -l" x DF WOOD LEDGER BF LEDGER BOARD ATTACHMENT �I #10 x 2" SCREW SEE 7.5 FOR SPACING BG 3 1/2"."G7.RAIL (6063–T6' :ALUM. ALLOY) 0 S C 13 M '6/3 Civil- OFCAL Engineer's Stomp BE EXTRUDED CHANNEL CONNECTOR (6063–T6 ALUM.'- ALLOY) 'A P17I11aX � 5209-TENWSON PARKWAY II1 BUILDING PRODUCTS: INC. ' SUITE 1- . ,. PUNOTEX, TEXAS 75024 BEJ/CP t. 'NTS'•r CO, mponent'Ports & Connection .Detoils COO B-2006 8'. of 91. M= ITLASTM A36 STEEL 6 ..sa W WK l -ei, ALUM 20 IEOCEA BOATED (SPP) '-20 PANEL NANP.ER /10x1 -S' .060 hea3• ,c...4 Z5 ta.9 r-2 I L 1s SEE TABLE 7.5 PASTEkVt SCHEDULE TOP MOUNT BRACKET r 2 1/6' 30 9 -a 61.0 u ( 3/16". ASTM A36 40 6'-t0' 4',S" " t irPK51L rY v -PAN " STEEL BRACKET ' ` /4•.' TYPKwi•SICYLXHT PANEL 66 .4'=T' 3'�" CONNECTION -N7tN, 12* V -PANS 1'. SPACING BETWEEN SCREWS ALUM PANES ALL HOUSE LEDGER BOARD PENETRATIONS MUST BE COMPLETELY .,AND " SIDE MOUNT BRACKET'. PERMANENTLY SEALED EAVE OVERHANG AND 'L' 'MUST COMPLY WITH�^ DETAIL- HN BI ALSO ' ALTERNATE-..EAVE ATTACHMENTS r2.1,r� FOR BOLT SIZE SEE . J 50 DE1A1 'lf ' (3004-H36 ALUK ALLOY) ADDITIONAL TWO - 16d ., • SIYPSON A3/ CONNECTOR NAILS *'.EA. RAFTER WHEN • OR EQUAL REOUtRED :RAFTER 6- 110SCJM3EACH LEG . 2"x FASCIA OF CONNECTOR --TYPICAL DETAIL A" 24x WOOD FRAMING rOOUGL AS FIR -LARCH •(NORTH) 02 OR.BTR PANEL - 1/2" FASOA . L 1'ABLF 7A FOR -MAXIMUM - SEE - FOR FASTE)E)L OVERENNG SEE. SCHEDULE SCIiEDI10E "o . R1GMr BN ALTERNATE EAVE ATTACHMENT SCHEDULE •OF' ALLOWABLE'• SPANS' FOR 6 " & 12"- PANELS-. ADJACENT:',. TO SKYLIGHT_' PANELS. ' ,... Sold Coyer Wintl - EAVE OVERHANG `LIVELOAD.:. '6.•PANEL SPANS:.. s12" PANEL SPANS -.0.Oie.. 0.021':: ' 0.632--0.036':;l`. 6.6,8,*.. -., 002/ � : 0.632 0.036 ' 10 '; 1T 9,.. 14 5 ' ;17 2 ' '17 9 , '•11 A' -. 13 3' : T..B USE COLUMN :. "20; - 8 =8�-10'-6'.: 12.:76' ' 13 75.- 7 7,1.1'. :'10 =4' I. ' 12'-1' =8 25,-x~ :Z.'LV 9-'.5"-. "12 ,1'" J'-2-: ,9 . 3"z .10'-1' 11'-2'. X30 6'=V 8'-8' 10=4" 11'.-1'. 6'-7' 8'4' 9'=9'. 10'-3" -'�` 3/8' BOLT W/ 3/32' >A • USE A MINIMUM OF (1) SKYLIGHT PANEL "PER (4) - 6' ROOF PANELS WASHER .3.00' AS PER TABLE 10.1 ' AND (I> 'SKYLIGM7 PANEL' PER' (2) - 12' ROOF _PANELS J�10 FASCIA E USE LOLUIW=K t.0- i 094' � t.0• . 2.zs #14 x, 3/41. TEK - SEE', DETAIL! -',BJ: FOR; INSTALLATION' AND -F PROPER' CONNECTIONS I I 3" ALTERNATE POST,,CONN. BRACKETS / (STEEL A=653 Fy=40.000` P`I)� ' . L ivo IS Aow Load. ,'+, - FASCIA'LtS USE COL LINN N ,... Sold Coyer Wintl - EAVE OVERHANG `,FASCIA KOH USE'COLUNN N . %/ -' (24. -OIC') , �3/8-^BOLT , '30" . 76• BO' AS PER TABLE 15•=8'• - •. 10.3. ... _. '. 2•-6" .... T..B USE COLUMN :. � 2%6 22' .POST DLE''USE COLUMN J. 230ef ' ALTERNATE- POST CONN. G..EE 13..8a,: OR 290. BRACifEL_ �. - X 6' 3- SO. POST (DECAL. 'AHS 00k'.6' f 22,... 12 BJ 3" POST- CONNECTIONS FOR 21(4 1 t ,2 FASCIA HEADERS 4 1 L ivo IS Aow Load. A, RFTeR M.AX DISTANC,E.TO'FIRSW. .T RO"OF POSTS."L" ,... Sold Coyer Wintl EAVE OVERHANG .. . %/ -' (24. -OIC') 12" 16 _ 24 _ , '30" . 76• 2x4•- 15•=8'• 8'-11 . "5 6, '. 2•-6" 0'-2' . • 90 M.PH Ex P 8 � 2%6 22' "22' 1T 4 13..8a,: 9 6"" - X 6' 22£ -`22 22*.:._ 22,... 22 ... 10 Psf. 21(4 1 t ,2 6'-7 4 1 2•-4" Q.2" 90;MPH Exp C" 2x"6 22` 22" -t5-1"- t'0'•1" 7'-2° " `2z• zi• .' it • --i"2• 2=4 8 6"4-9;105 MPH 12xp 8 .2X6. 172-- 14'-2' 9 6 6•-t 09' 10-. t1'-10"25 pst 2x4 6'-9" 3'•9" 2' 1" 0.10••105 F MPHExp C ..2X6 '1V-11" I9'_3" 7 8^.2x8 --b 19:2•• 164" 15'-9"-1:1'120 Psf ;2x4 5•-6"- 3'-0" '1 =6" 0'-4"110 MPH E"xp C. 2s6 11•:1" 9'•2" 6 1 . 4•-1 - 2xE 14°-70" .12 10 40 p sf ..2:4 3 10" 1 •-1 0- 0 _.. .. :. .- 2x.6.' 7 10, - (f"-7^, 4'.2^ .. . _ "2'-7" 2x 6. ... .11'.4- 1.0 •-8" .9•_s' 6-.7" . 66 Psf 2x1- -. _. - 2•-3" 0-1r. •.,0'0"- > 0•-0" 673- 21 ..ia.•'.'6•-2• 1 5'-3" 7•-9" ..2 2,. .FOR.SKYLIGHT:TO PANEL CONNECTIONS, USE THE SAME NUMBER' OF SCREWS AS PANEL TO.,HEADER. QQTy AA oo �g TTE 19T1C USED- IN �SILYLIGHT FABRICATION I ' � J 11_D I � D IV I S I G - 1 . REPOR�%3C 8.60�PER - O ED Eta 1.07' FOR 6' PANEL 0.80,' . FOR IIt PANEL R 150' I I 1' 5.50' . ' • ." . y PANELS ,NEEDED FOR 1 SKYLIGHT PANEL RM.' SEE'SCHEDULE ABOVE FOR ALL.OWABLE.SPANS FOR 2 . 007 PANELS ADJACENT; TO SKYLIGHT PANELS' QL: NUMBER OF ROOF BM SKYLIGHT PANEL Ju E 6 ' ��` ui�P'i x SUITE.21E p YSON PARKWAY BUILDING PRODUCTS; INC PLANO; '.TEXAS 75024 �. CIV14 ;BEI/CP :NTSComponent Parts & Connection Details Engineer's. Stomp 7%6/07 •0009=2006 9. of 9 I I I I I I I I f I I 0.032'X2'X6.625' ALUM •HEADERS -OR 'ALUMINUM RAFTERS OR SOLID. PANELS NOTESi. 0.042'X3'XB' ALUM.HEADERS I. FIBERGLASS POSTS ARE. .2'X625'.. ALUMINUM .DOUBLE HEADERS NON LOAD, BEARING;: ; 3'X8' ALUMINUM. DOUBLE HEADER 2 ATTACHMENT TO HOLD COVERING PLASTIC .HALE PLUGS IGHT #14 SMS AGAINST MINOR LATERAL FORCES. 3.. , USE MULTIPLE. BRACKETS AS .95 i :. MIN NEEDED:, r 4. FIBERGLASS POSTS .MAY BE 14A3/4 USED rum ANY STRUCTURE. TEK SCREW STEEL OR f\ ALUMINUM.. POST f I I I I I. I I FIBERGLASS I NON LOAD I I BEARING POST ^ n LOAD BEARING POST THIS DETAIL DO NOT REQUIRE ADDITIONAL DRIFTING SNOW SEE DETAILS L25, 1_29"N81. GROUND SNOW MAXIMUM NIS, N29, AD, AI, AJ,, �; 'h' <IN) 10 .FIBERGLASS DECORATIVE AP OR A0 FOR POST/ 14 I POST COVER CONCRETE ATTACHMENT ; I , 20 FIBERGLASS � ; 1 I 30 POST COLLAR ; 1 , 1.5'X1.5' STEEL L ANGLE BRACKET (TYP) SLAB OR 3°/ 8'X3/4'. BOLT FOOTING iII . rI CONCRETE ANCHOR m 4 .. ea ..' ., d M3 4I �•iI 4t'. .44.- . A L ° •d• 3/8'X ...BOLT I 1.5'X1.5' • STEEL L FIBERGLASS I I POST COLLAR ANGLE BRACKET (TYP) / I I - FIBERGLASS- I ISTEEL OR ALUMINUM DECORATIVE M 2 I I LOAD BEARING POST POST COVER h. EXISTING ROOF ROOF SNOW •LOAD C PU STRUCTURES COMPLYING WITH THIS DETAIL DO NOT REQUIRE ADDITIONAL DRIFTING SNOW CONSIDERATIONS GROUND SNOW MAXIMUM LOAD <PSF). 'h' <IN) 10 9 '15 14 20 17 25 18 30 20 40 25 50 30 60 33 .. v A S+J��vQ�\ ���jij�Ameliax 5208 TENNYSON PARKWAY ATFCA��F� BUILDWC PRODCiLTS. L C SUITE 100 OF PLANO, TEXAS 75024 AUG 2 4.2007 °°" CP NTS Miscellaneous Details Engineer's. Stomp DAVE 7/6/07. 'M 1-2006: 1 or 4 0.120' x2, x2'X2' LONG 'L' ANGLE 6063T5 ALUM #10X2' SCREW #10 SMS SCREWS STRUCTURAL -' R PANEL `� f 1.5' or 2' CONFORMANCE TO THE APPLICABLE ELECTRI-CAL CODE IS OUTSIDE THEA SCCOPE OF .THIS DETAIL AND MUST BE APPROVED� SEPERATELY. ®AMW®N PU �c STS'tOF CPQ eer's Stomp 10 PSIFLIVE LOAD/ 90 MPH fXPOSURE:C' ,• .t TRIS :' MAX, , POST - MAX 1.1._107 .. I. .......t9 11" ATTACHED WIDTH :POST,;, ;REQO , POST" MIN FOOTING - (FT) SPACING FOR SID ACIN .POST SpE ON -SLAB '. SLAB ' '(FT) - TYPE -d' ..4 .'• 14'-6" A '14'-87,` -A. 19. 4.5 13'-10- A 13'-10'.: 113'-2- A' . 19 5 13'-Y'. A �A 19 ' 5.5. - 12'-4-, A 12'-7- B" 20 8 11-47.20 20 10'-5' A 11'-7".. .8 20 7 . -]. A' :- 1'P.2, B 20 18 ` 8'-6" _, - A- :I(rZ".! ,.,..8 ` •• 21' 9 T-6- A * 8'-T . 'B 21 10 6•9' A 1 6--Z-. ;'.B 22 11 &Z . A T-91' .. 'g 22 12 5'-8' .- A 7'=11.. `' 8 22 13 ' S'-2" A 6'-7" 8 22 14 .. 4'.10" ''A •. 6--1"' :6 22 154'$ .' 'A S` -v, 8 22 16 .p•_3' A 5'-4' -.' 8 22 17 •.: p'-0" - A ° 51-0" 6 22 Weight of -fan/lights "Allowable'Spans 0.048^z1:5"x2.S[ 2'X2" FAN BEAM 40 0S_ .. 1.1._107 .. I. .......t9 11" SO lbs 9'-5'. iT-10" 60 lbs, T-10° 15'-t' 75'Ibs 6'-3' 1 �I1111`i1MaX 5208 TENNYSON PARKWAY LULDING' PRODUCCS. [NC. SUITE 100' - PLANO.'TEXAS 75024 _ CP, .. `NTS Miscellaneous Detoils 7/6/07 M2-2006 '2 Of 4 7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIALAND"PATIO.STRUCTURE' ri Table7.1:F' '.Required Number of Fasteners --,Table7.4:11e�quired umberof asteners for Tension Loads Trib Width (ft) Allowable Width forAttacheidfw"oo'. Post Structures on Slab-. Live or Ground Snow -Load - MAX POST NGHT -10.. PiII :"20 psf 4 32'-l" f� 16-11" 4.6 28'-&* 15'-1" i 25'-8"- IT -V 6.6 23'4' 4 w 12'4" 0.024"Post with Sideplates .2l-5"1 1'-3" ,6.5 191-9" 101-51, 7 18`4" 91-8" 7.5 1T-1" .9,13. a 16* -0" 814. 8.5 15'-1" T-11" 9 14'3" -P-V 9.5 13'-6" 10 12'-10" V-9" 11 11'3" T-2" 12 10'-8" V-77 13. 91-10" 5'-Z- 14 9'-2- 4-10" is 8%6" 4'-6" 20 POST TYPE POST DESCRIPTIONS DETAIL MAX POST NGHT A" Twin 0.032"xl.5"A1.5" . AC, AA V. A Twin 0.062"xl.5"x1.S." AC, AF iz A 0.024"Post with Sideplates L24, N16, BK 17 B Clover 0.040"x3"x3" Alum L11, N11, AH 12' C Colonial 0.062" Extruded AE lz D 0.0411"4"4" Steel 0over Lll, Nl I, AH lz E 0.0417h3 -x3- Steel Clover Lll,'Nli:AH 12' F 0.188'W"x3"Steel Square L21, N17, AG 15' G 0.1 88"x4"x4" Steel Square L21, N17, AG 18, H 0.1 88"x5"x5" Steel Square .1-21, N17. AG iv #14 SMS =.#14 sheet metal or SDS screw. 112" minimum length ALLOWABLE DISTANCE TO FIRST ROW OF POSTS, TABLE 7.5: WALL ATTACHMENTS FOR -SOLID COVER STRUCTURE!, -"Alurnindirn lVidibbil CLEAR-.-, Gage (in)'-`--* ANC 2'r, Steel Gage (in See , General Notes for specifics on fasteners SCREWS 'PER Al6niih6rn G�66 O/C, O/C PLEAR� 7 (PSF)' 0.024, 0.032,,0.036`.0.040;'0.040!50.0606;0.060 SNO .0.041 SPACING 5- SPAN �0.041 1 Clearspan on this chart is the distance from the (MPH) AND (MPH) )A tj 'I'd 'O.oso-,`10.090410.100 MASONRY-- FOR #lox2" 2 - j' wall to th6 first row of coltinns. - G H'- I J K!l-.,' - L . . ..... ­;j-,�W, 0 Footer er D6sigr! 414*1'3/i�b i B -f #14 - 3/8"B '?BOLT,-* -'SMS 'Jil 4 e 90 C C 1 20" 3/8" B,' 3/8" B:: 414", Design Foote [Ze" Uplift SIMS' BOLT S MS BOLT SMS BOLT SIMS S M-' BOLT 3 Masonry anch6n; have ishear value of 250i for BOLT SMS BOLT ­BOLT SMS LZ - 0 n ';ji! (lbs) ,164 424 245 273"• 1040 293' 1384 507 - 1691 110 C saa 38 2 E88 1298 701 12. 1001 +•1'r . . I 21-- 5 10 and 20 psf are five'or snow loads, 25- 60 psf are snow loads. 30 20" 20" V .1 'l 100 �,l 2 -113 .127". 1• .2 40' 16" 4- 13',' .2 I . 2 .13, %: 15 4'1 2 159' 14 15• 1 V 16 237.,, 2 "M 16 -17 21w -,,.,2 1 1 2 2 1 •1 V' 116 WS 3 1 1 2 2 2 1 1 1 397, :.3..:' ' .,l 1 2 2 1 2 PSI Slab 90 ..20 463% ,,3 2 2- 2 1' 1 - 2 1 '463 20 21 530., 4 N 3� 2 1 - 2 1 1 2 A .1 .536,- 21-. y22 -6116 4 21-� 1 .3, 1 3 2 2- 1 .:616' 22 23 , 704'�' 5 1 3 3 - 1 3 1 2 .1 2 .2 .1 N 2 ;�.704 23 10p a Slab 908: 5 2 .,.1 3 3otv,l 3 V� -�t 2 t 1 2 2,- 11- -1 2 722 ,,,Slab o-24.,. - 800:,. 5 2 1 4 :.,.3 11', ;3 1 2 H42 1..: - t' 2, 3, 1 1 2 8.00: r24, 10 psi Slab 90C 6r' -,3 2 4:7, 4._..•.1.--41- 1,-'. -2 1 2 3 2.- 1-� -,,22 -.886 Slab 1 t . --7--,904-,. 6 3: .:-.2 4 ­ 4. '11- . 4. - 1 2. l" 1 3 .2 A 2 904 25. 26., 1017 -.7 13 .2, 5 4 1 4 1, 3 3 1 1 2 3 2 1 2'1017.,: . . 26. 27 1 �9` 7 3 2 5 5 2 4 1 3 3 1 1 2 3 2 1 2' 1139 .271-. 28 1270. 8 3 2- 6 5 2 5, 1 3 1 1 Ir - 3 4 2 1 '1270 28 29 -1411� 4 2 6 6 2 5 2 3 3 1 1 3 4 2 2 3 29 1�lir 29 - 30 1563' n/a 4 2 7 6 2 6 2- 4 4 1 3 5 2 2 3 1663 .30', 31' 1724' n/a 5 3 8 7 2 6 2 4 4 2 2 5 2 2 3 . 1724.1 31, 32 189.6 '',Na 5 3 8, 7 2 7. 2 4 - 2 4 5. 3 2 3 1896 32'` 33 2080 n/a 5 3 9 8 2 a 5 2 4 6 3 2 3 2080 33 342 2:Vi ri/a 6 3 Nan1a 9 3 5 2 4 6 3 2 2275 34 35 '2481 n1a 6 3 Na' Na 3 9 2 '5. 2 5 7 3 2 4 1 2481 35 iibi) I, n/a 7 4 Na Na 3. Na 2 I. 6 2 5' 8 4 3 4 2iO6" 37 2931 n/a 7 `4 Na Na 3 Na 3 -6 - 2 5 8 4 3 5 - 2931. 37, 38 3175, We 8 4 Na Na 4 Na 3- 7 2 6 9 4 3 5 .3175 38 39 34.33 n/a 9 5 Na Na 4 Na 3 -.7 3 6 9 4 3 5 3433"' 39- 40 We 9 5 Na Na 4 Na - 3 8 3 7 Na . 5 3 6- 3'7* 04 40 41 36ili Na Na 5 Na n1a 4. Na 3 a 3 7 Na 5 4 6- 3988 . . 41 42 4288 Na Na 6 n/a Na 5 Na 4 9 3 8 We 5 4 7 '4268 42 43 4601 We Na 6 Na Na 5 Na 4 Na 3 8 Na 6 4 7 4601 43 44 .4930:.Na Na 6 Na Na 5 Na 4 Na 3 9 Na 6 4 8 4930 44 45 5273. n/ ' Na 7 rule rVa 6 Na 4 4 9 Na 7 5 8 5273 45 46 5633 Nae Na 7 Na Na 6 Na 5 Na 4 'Na Na 7 5 9 5633 46 47' 6608 Ata Na 8 ride , Na . 6 . Na 5 .., , . 4 Na Na 7 5 ..n/a 9 6008 47 -48 6400 Na h/a 8 We Na 7 Na 5 Na .4 Na Na 8 5 rija 6466 - 4a 49' 6808 = Na Na 9 Na Na 7 Na .5 <rlla Na' Na 8 6 n/a . 6808 49 .50 7234: Na' Na 9 Na Na 7 Na -6 Na6 n/a n/a, 9 6, Na 7234. 50' #14 SMS =.#14 sheet metal or SDS screw. 112" minimum length ALLOWABLE DISTANCE TO FIRST ROW OF POSTS, TABLE 7.5: WALL ATTACHMENTS FOR -SOLID COVER STRUCTURE!, 3/8" 8 = 3/8" Diameter Bolt Snow CLEAR-.-, ANC 1! ANC 2'r, ANC 3 z ANC 4.;... t, , ", See , General Notes for specifics on fasteners SCREWS 'PER LIVE/ O/C O/C, O/C PLEAR� 7 (PSF)' WIND SPEE WIND SPEE SNO SPACING SPACING SPACING SPAN LAG SCREWS 1 Clearspan on this chart is the distance from the (MPH) AND (MPH) )A tj LOAD D CONCRETE MASONRY-- FOR #lox2" 2 - PER STUD @16". wall to th6 first row of coltinns. F EXPOSURE APOSU (PSF) ANCHORS ANCHORS. SMS SCREWS 11 O/C SPACING 2 Powers Wedge Bolt 3/8!'diameter and 2.5" embed: ICC ESR 1678. e 90 C C 1 20" 20" - ..3 t' 25 or other* anch� w/ 5500 shear vs' wind and seismic loads. 'must 9- LIVE 21' 2 3 Masonry anch6n; have ishear value of 250i for 105 C -,20- 20* 20" 3 30 wind or seismic loads. LIVE 21" 2 4j must have 21/4" of penetration into studs. * 110 C 25.� 20" 20' 6" t0o' . Thiselag saIre", must an I , /kr Lid'hiaii. . ; . . I 21-- 5 10 and 20 psf are five'or snow loads, 25- 60 psf are snow loads. 30 20" 20" 6" IZ 2 .2 40' 16" 4- 13',' .2 60 16" 16" 2 z 1 SID between bolli;iind screws shall be 2:51 times the shank er d ame i t .2 the idj4 distance of bolls and h", screws shall be 3 times, the "'shandi k jarri 3 Con'n'e,ctio, hs'stialli b"e"a'it'rii�ng'e'd so that the center of resistance 0'fthe co'n-Aektion"shall coincide - w . ith the 6 . resuiiii4t IiAw6f action of the load ABLE 7.6::WALLATTACHMENTS FORLATTICE COVERS ALLOWABLE DISTANCE TO FIRST ROW OF POSTS, 3 GRND Snow CLEAR-.-, w NO. OF #.I NO. OF1/4'.: SNOW WIND �SPAN SCREWS 'PER LAG SCREWS LbA6 i SlI (FT) RAFTER ;PER RAFTER (PSF)' -70H 60 IT -1 0' 2 LIVE im- -27, - , - 3: 2 - i�, 20, 130C 101 -2 'U 11 3 r .2 . 19' 4. ..3 t' 25 9- 2 14 3 2 3 30 3 2 3 3 r, iz. 7 41 4 `3` 6 IZ JABLE7.7 STUCCO ATTACHMENT.TO.WALL ALLOWABLE DISTANCE TO FIRST ROW OF POSTS, Ur Ounc :, 16" 0/c 271 01C Snow i. Wind Speed (mph) and Exposure... Load (Psf) ' 90 Exp C 1 90 Exp 8 90 Exp C DW -Ir- LIVE 20 ZV4Y'. 2V -4y". 25 201-0" 151-8" 15'-8- 30 20'-(r 15,-8i 16:8. -40 20--0r 1'3-8" I3'-11"' 60 IT -1 0' Arnerimax Building ProducU 5208 Tennyson Parkway Piano, T,.a6 75024 Cah,-P,utwann i 'P. -E,. 3441. Ivylink Place Lynchburg, VA 24503 (434) 38.4-2514. carlal Anim . 0onicastnel M3-2006 71612007 Page 3 of 4 AUG 2 4 2007 • 7.0 CONCRETE F60TING'OP.TIONS EQUIVALENT -FOOTINGS: FOR FREES AND AND.,ATTACHED.:. C .-c 15::. y17 DIAMETER:,OF `"' .. LU z 17 19 CIRCULAR 40 Footlrg . - .� z z FOOTINGS:(IN) ...12" F -z_ 20 ,. `,..24" 30" z .:...v~i::~ DEPTH OF O U.O,. z z :o CIRCULAR . v z'cu o -FOOTINGS 18 18. ' 7-7 :-52 -23 13 12 19 -20 61 27 15 12 26 22 71 31 18' 12 21 23 82 36 20 13 22. 24 94 42 24 15 23- 26 108 48 27 17, 24. 27. N/A 54 31 20;. 25 29 `:N/A 61 35 22;. 26 31• N/A 69 39 25- 27 33• N%A . 77 44'' 28 _ 28 35. N/A 86 49 31'' 29 36 N/A 96 54 35 30 38 N/A 106 60. 38 31 39 N/A 117 66 42, 32 40 � N/A 129 72. 46. 33 41 N/A 14,1 .79' 51' 34. 43 . N/A 154 87 56 35 44 N/A 168 95 .61 ' 36 46 N/A N/A 103 66` 37 47 N/A N/A 112' 72 ' 38 * 48 1: - 'N/A NIA 121' .78 I Abl-t 1.6 . IAbLt./.y :-','F&-Sin le S"pan Attached "r t Structures :Only Wlnd Condition Trlb Area 90 mph 110 mph Tnb Area.- for Solid Exp: C Exp C for Lattice'' Coves Required,"d" :,' 'Structures (sy ft) ' 6f Footing (in) , (sqft) For Single Span Attached 'St`ru`ctures Only 15::. y17 Equivalent Cubic,," 17 19 Foofing Depth (in) `"- 40 Footlrg .. 67 24 . ;. d. (in) Required. Length of Square. Footing (in).:'L 20 .100 -16 23 26 21 ' 23 20 -J 8 ' 16. ' 22 24 .21 .19 17 23 .26.. .23- 20. 18' 24 28 ..24 .21 20 25 29 26 23. 21 26 31 27 24 22 27 33 29 26 23 28 35 30 27 25 29 37 32 29 26 30 39 34 30 27 3.1 41. 35 32 ' 29 32 43 37 33 30 33. :45 39 35 '32 .34 47 40 36 33 35 49 42 38 .35 36 51 44 39 36 37 53 46 41 38 38 55 48 43 39 39 57 50 44 41 40, 60 52 46 42 41 62 54 48 44 42 64. 56 50 45 43 66 58 51 47- 44 69 60 53 49-- 45 71 62 55 50 46 74 6.4 57 52 47 76 66 59 54 48 78 68 61 55 49 81 70 63 57 50 83 72 65 5.9. IAbLt./.y :-','F&-Sin le S"pan Attached "r t Structures :Only Wlnd Condition Trlb Area 90 mph 110 mph Tnb Area.- for Solid Exp: C Exp C for Lattice'' Coves Required,"d" :,' 'Structures (sy ft) ' 6f Footing (in) , (sqft) 20 15::. y17 ; 33 30 .' . 17 19 '50' 40 19 . .2 1 ' .. 67 50 , , .. :2,1 23 83 60 22 25 .100 70 : 23 26 1.17 80 . 24 27 133 90- 25 28 150 100 26 29 167 110 • 27 30. 183 120 27 31 200 130 ` 28. 32 21.7 . 14.0 29 . 33 233 150''.- 30 33 250 .160 30 34 267 170 -31 35 283 180 31 35 300 190 32 36 317 260 33 37 333 210 33 37 350 220 34 38 367 230.:: 34 38 383 240 35 -39 400 250 3.5 40 417 260 .36 40. 433 270 36 41 450 28.0 36 41 467 290 37 42 483 30 0 37 42. 500 IA13LC I J u Amerimax Buildirig Products . 6208 Tennyso %Parkway P ano; Texas 75024. Carl Putnam, P. E.- 3441.1vylink Place . Lynchburg„VA: 24503 (434)384=2514„ earl "utnair `comcast.n t •.� 68139 EXF 6/301h CIVILVV--1 AUGFw . : � ZOp7 .7/6/2 017 M4-2006 Page 4 of 4 BUTTE COUNiY BUILDING DIVISION APPROVED BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 6218 BREVARD CUR Owner: Permit NO: B07-2491 APN: 064-260-040 BIRCHARD, CLYDE & SUZANN Issued Date: 01/10/2008 By TMP Permit type: MISCELLANEOUS 6218 BREVARD CIRCLE Subtype: Patio Cover/Cvd Pch MAGALIA, CA 95954 Expiration Date: 01/09/2009 Description: NEW PATIO COVER(242) (951) 849-2301 Occupancy: R-1 Zoning: R-1 Contractor Applicant: Square Footage: STOUT CONSTRUCTION STOUT CONSTRUCTION Building Garage Remdl/Addn 6040 HORNBECK LN 6040 HORNBECK LN ANDERSON, CA 96007 ANDERSON, CA 96007 Other Porch/Patio Total (530)365-1702 (530)365-1702 242 242 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Patio Cover/Covered Porc $159.00 DBSMIP Residential $0.50 Total Charged: $235.20 Fees Paid: $235.20 Balance Due: $0.00 Receipt No: B5557 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License STOUT CONSTRUCTION 839997 / B / 12/10/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 01/10/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements E]I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the State Fund 436-0000956 07/0112008 Carrier: Policy Number: Exp. Date: Contractors License Law.). (This section nee not a competed if the permit is or one 7— a hu�llars ($100)—Or—le—ss ❑ I AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 01/10/2008 AU compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 01/10/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owners behalf. CONSTRUCTION LENDING AGENCY <✓ L' 6- i &C 01/10/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name Of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner El Contractor OR: Agent for Owner DAgent for Contractor El FILE COPY Lender's Address City State Zip Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buftecounty.net/dds www.bufte-generalplan.net REQUIRED SWIMMING POOL SAFETY UPGRADES (EFFECTIVE JANUARY 1, 2007) TO: All Single Family Residential Remodel and Modification Permit Applicants FROM: Scott Rutherford ' , Manager, Building Division RE: Correction of Pool & Spa Hazards, Assembly Bill 2977 (Mullin) Chapter 478, Statutes of 2006 California Health and Safety Code Section 115928 DATE: February 28, 2007 To eliminate safety hazards on existing pools and spas, Assembly Bill 2977 (Chapter 478, Statutes of 2006), effective January 1, 2007, requires the installation of pool anti -entrapment covers whenever a building permit is issued for the remodel or modification of a single family home. The permit shall require that the suction outlet of the existing swimming pool, toddler pool, or spa be upgraded so as to be equipped with an anti -entrapment cover meeting current standards of the American Society for Testing and Materials (ASTM) or the American Society of Mechanical Engineers (ASME), ASME/ANSI Standard A 112.19.8. DECLARATION The property located at (=,���C-2t.�� U� \ \C—(' �'e=----has: (Check all that apply) ❑ a swimming pool ❑ a spa ❑ a wading /toddler pool I does not have a swimming pool, spa, or wading/toddler pool If there is an existing swimming pool, spa, or wading/toddler pool, I understand that a pool anti -entrapment device is required at the above address in conjunction with my permit. I also understand that if a pool anti -entrapment device is required, the completed Installation Certification below must be received by the building inspector at final inspection. Please note that permits cannot receive final inspection approval without this certification. I acknowledge that I have read and understand the requirements of AB 2977 and that the above is true and correct. --- .� _ _ ? Z- Y ignature Print Name Date Relationship to Project (please check one): ❑ Owner ❑ Agent for Owner �censed Contractor ❑ Agent for Licensed Contractor For the property located at I hereby certify that an anti -entrapment cover meeting the current standards of the American Society for Testing and Materials, or the American Society of Mechanical Engineers is installed in the ❑ swimming pool ❑ spa ❑ wading /toddler pool Signature Print Name Relationship to Project (please check one): ❑ Owner ❑ Agent for Owner ❑ Licensed Contractor ❑ Other: Date ❑ Agent for Licensed Contractor If "Licensed Contractor" or "Agent for Licensed Contractor" is checked, please complete the following: Company Name Contractor's State License Number K:Forms/Building Forms/Swimming Pool Affidavit Anti -Entrapment Updated: 3/2/2007 Company Name Contractor's State License Number INSTALLATION CERTIFICATION For the property located at I hereby certify that an anti -entrapment cover meeting the current standards of the American Society for Testing and Materials, or the American Society of Mechanical Engineers is installed in the ❑ swimming pool ❑ spa ❑ wading /toddler pool Signature Print Name Relationship to Project (please check one): ❑ Owner ❑ Agent for Owner ❑ Licensed Contractor ❑ Other: Date ❑ Agent for Licensed Contractor If "Licensed Contractor" or "Agent for Licensed Contractor" is checked, please complete the following: Company Name Contractor's State License Number K:Forms/Building Forms/Swimming Pool Affidavit Anti -Entrapment Updated: 3/2/2007 /02i; ;008 16:27 FAX 195.19222347' WEST COAST ELECTRIC Dec. 246, 2007 To whom this may concern, Walt Birchard has permission to pull any permits needed on my behalf for the following address: 6218 Brevard Circle Magalia, Ca 95954 Si erelyr C* e Birchard/Owner Z 0o1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name ;t r6- First me Mailing Address 6 Z l � �reJwo (� City s —Stateq Phone Fax . E-mail CONTRACTOR Name Address co -C` VA J City Zip Phone t 3, O`er : ax E-mail • - Lic. # .� Class APPLICANT SIGNATURE X PROJECT LOCATION AP# U Property Address��� City PERMIT NO. W7- ';LW/ BIN # WORKER'S COMPENSATION Policy Number VT "8 Sao `Z Carder F J v, If hiring anyone other than license contractors, a certifi ate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. Sq FT- Living Garage Open Co X41 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ARCHITECT/ENGINEER Name co -C` VA J Address Stout Consstructio city City Phone State Zip P(on�_ ,$4-25 Fax E-mail Stat Lic ns NU2§ APPLICANT SIGNATURE X PROJECT LOCATION AP# U Property Address��� City PERMIT NO. W7- ';LW/ BIN # WORKER'S COMPENSATION Policy Number VT "8 Sao `Z Carder F J v, If hiring anyone other than license contractors, a certifi ate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. Sq FT- Living Garage Open Co X41 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT INFORMATION Name Address Stout Consstructio city 19800 Hirsch CM, Unit zip `C.AllitlYnia Phone Andergh, 95.00T. E-mail APPLICANT SIGNATURE X PROJECT LOCATION AP# U Property Address��� City PERMIT NO. W7- ';LW/ BIN # WORKER'S COMPENSATION Policy Number VT "8 Sao `Z Carder F J v, If hiring anyone other than license contractors, a certifi ate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. Sq FT- Living Garage Open Co X41 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: SRA No Zoning Flood ZIT'ytpeConst. Occ. 0069 4 we n U r.i0 a J'VU 60 an i t - 10 08p 4111, Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-2491 Date: 12/10/2007 Location: 6218 BREVARD CIR By: AAM Parcel Number: 064-260-040 Sub Type: Patio Cover/Cvd Pch Owner Name: BIRCHARD, CLYDE & SUZANNE Phone: (951) 849-2301 Description: NEW PATIO COVER(242) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 t ■ PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 ❑ ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ ❑ City of Biggs Planning Departmen , 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 [� ❑ Other: - ❑ ❑ Other: When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Property Owner: l � Date: 12/10/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C 00 �TM►r 0 0 0 O O National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-2491 Location: 6218 BREVARD CIR Parcel Number: 064-260-040 Owner Name: BIRCHARD, CLYDE & SUZANNE Description: NEW PATIO COVER(242) Date: 12/10/2007 By: AAM Sub Type: Patio Cover/Cvd Pch Phone: (951) 849-2301 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Al�t 2: Title: J c2& ' FILE Date: 12/10/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http:Hmunicit)alcodes.lexisnexis.com/codes/butteco/ When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B07-2491 Date: 12/10/2007 Location: 6218 BREVARD CIR Parcel Number: 064-260-040 Owner Name: BIRCHARD, CLYDE & SUZANNE Phone: (951) 849-2301 Description: NEW PATIO COVER(242) Signature of Applicant: "f 4�Date: 12/10/2007 FILE rdhN BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Lag , first t�ynl C' Address/9 U Q , !! City Stat f Fax O E-mail APPLICANT INFORMATION CONTRACTOR Name y ," rs Addne ,, f City � d Stat Zip Phone _ 24, f y Fa�Y,/a _ �� 7 V E-mail Li !�9 30 Clas 7 APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT IGNATURE X 17 "ice use only: Zoning Flood Zone SRA es No Occ. �­2 Type Const. vi Subdivision Name Map Book Page Lot # Planner I Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERART NO. pp�� to -2q -l) BIN # PROJECT LOCATION AP# e& 9r- O-6f/V Property (p - ,EJr of City Cross Street Lees Ian61,z- WORKER'S COMPENSATION Policy Number / Carrier If hiring anyone other than licensifcontractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Bldg SRA Receipt #: I Sheriff SMIP Date: Other Total Page 1 of 2 P� 2 90ra-l� 15� I REV 8-12-05 idwoik BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 6218 BREVARD CIR Owner: Permit No: B0.7-1815 APN: 064-260-040 BIRCHARD, CLYDE & SUZANN Issued Date: 09/18/2007 By KEJ Permit type: RESIDENTIAL P.O. BOX 746 Subtype: SFD-Mobile Home PFS BANNING, CA 92220 Expiration Date: 09/17/2008 Description: MH PERM FND REPLACEMENT (951) 849-4223 Occupancy: R-3 Zoning: R-1 Contractor Applicant: Square Footage: SKYCREST ENTERPRISES SKYCREST ENTERPRISES Building Garage RemdUAddn 13468 HWY 99 13468 HWY 99 1,191 CHICO, CA 95926 CHICO, CA 95926 Other Porch/Patio Total (530)342-2694 (530)342-2694 1,191 FEE INFORMATION DBEH Building Review Fee $75.70 DBF MH Plan Check $233.56 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Mobile Home Permit Fee. $350.34 DBOMSCF Fire Safe Standards Re $115.98 DBSMIP Residential $0.50 Total Charged: $1,084.18 Fees Paid: $1,084.18 Balance Due: $0.00 Receipt No: B4679 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License SKYCREST ENTERPRISES 812930 / C47 / 09/30/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Div' ion 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is i u1I fo a and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 09/18/2007 the applicant to a civil penalty of not more than five hundred dollars [$500); Please check one of the following: Co ra is Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION - OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number: 4761244006 Exp. Date:06/01/2008 Contractor's License Law.). (This section need not be completea a the permit is for one hundred dollars ($100)—or-Te-ss.) aI AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and a reethat if I should become subject to the workers' X 09/18/2007 com ensation provisions of Section 37 0 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisio 09/18/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building gnatu Date W ING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. to enter the abo mentioned property for inspection purposes. I hereby certify that I am the rope y owner cram thorized to act o lhp roperty owns s behalf. 00 S 09/18/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for a Of r ttee [ ] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner M Contractor OR. Agent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State Zip 'BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ C19CO AREA RECREATION AND PARK DISTRICT (CARD) ARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Ntunber (s) Property Owner (s) & Project Location /Address Subdivision Name -260-1)410 77 Building Pen -nit Number Z3 3�1 7--zW-1-57 Sq. Ftge Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home _Mobile home replacement verified by Assessor Department Demo Permit (date issued ) Comments: verified by Building Department ❑ FRRPD 0 CA" A PRPD 0 DRPD certifies that: % A� — / / SI= r School District l -A.P. Number Property Owner BUTTE,COUNTY,;SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. Tax Rate Area No. l Property Location Subdivision F Residential Development No of Living Mobile Home Units Installation 1 "CO'Tmercial/Industrial 0 New Addition ................................................................................................... Sq. Footage Addition/ 'Supplemental to (Group R) Conversion Permit # Cr. Demo - ( ) '(No foundation inspection) ................................ ................................... . ........................... existing sq. ft. see attached Net total sq. ft. _ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) Building Department Representative Date District Identification No. ® 1/ "/3 School District certifies that �I (Street has complied with the requirements of Resolution No. representing e square feet. School h (State) (Zip Code) . (Phone Number) by payment of. $ B 2926 $ FULL MITIGATION $ Date Paid by Check # Remarks: A% ,Q�f( 1 .1 c — Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance"with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imp sition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is'tieing reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (12/06)dmm P BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1815 Job Address: 6218 BREVARD CIR Contractor: SKYCREST ENTERPRISES 13468 HWY 99 CHICO, CA 95926 Printed: 08/24/2007 10:39 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 08/24/2007 $75.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $102.70 08/24/2007 $102.70 0100-450001-4617240-1010 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 08/24/2007 $102.70 DBMSC Mobile Home Permit Fee -. 0010-440001-4210500-1010 $350.34 DBF MH Plan Check 0010-440001-4210500-1010 $233.56 08/24/2007 $233.56 DBSMIP Residential 1001-0-280-1011298 $0.50 Printed By: Tammie Powell 19084.18 $514.66 Balance Due: $569.52 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: %� g � Date: 08/24/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). I Butte County Department of Development Services TINT S4LLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1815 Location: 6218 BREVARD CIR Parcel Number: 064-260-040 Owner Name: BIRCHARD, CLYDE & SUZANNE Description: MH PERM FND REPLACEMENT Date: 08/24/2007 By: TMP Sub Type: SFD-Mobile Home PI Phone: (951)849-4223 The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS ❑ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 (H/ ❑ • Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 F� SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: ❑ ❑ Other: Signature of Property Owner: /? - � Date: 08/24/2007 FILE California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-1815 Date: 08/24/2007 Location: 6218 BREVARD CIR By: TMP Parcel Number: 064-260-040 Sub Type: SFD-Mobile Home Pl Owner Name: BIRCHARD, CLYDE & SUZANNE Phone: (951) 849-4223 Description: MH PERM FND REPLACEMENT To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: - ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 08/24/2007 Date Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protplan.html Rev'd 5/7/07 FILE Butte County Department of Development Services TIM Sr ELLMGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hqp://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1815 Date: 08/24/2007 Location: 6218 BREVARD CIR Parcel Number: 064-260-040 Owner Name: BIRCHARD, CLYDE & SUZANNE Phone: (951) 849-4223 Description: MH PERM FND REPLACEMENT Signature of Property Owner: �/C A, Date: 08/24/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1815 Location: 6218 BREVARD CIR . Parcel Number: 064-260-040 Owner Name: BIRCHARD, CLYDE & SUZANNE Description: MH PERM FND REPLACEMENT Date: 08/24/2007 By: TMP Sub Type: SFD-Mobile Home PI Phone: (951) 849-4223 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 08/24/2007 Butte County Building Divisions coU P MANUFACTURED HOME SUPPORT DATA J& �' s30200 � 2007 _! __ Owner's name: � s ,� �-.-� A.P.# D!� &,O E� Home Manufactu e�kyb'n e Manufacture Year:920�7 Model Number / Name: t.42ejZhe zee 45/3! e Width:__,,g_f_(ft.) Length:�flT(ft.) FOOTINGS: Wood - pressure treated or foundation grade[ ] Other:[ ] lj�LA -5 SUPPORTS: Concrete block [Other:[ ] Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. Pier t-ooting sizes ana wcaiivns SINGLE WIDE MULTI -WIDE Line1 —�----- -----------------------------------------------------=------ Line 1 Line 2 Section 1 Line 2 Line 1 ��------------------------------------------------------------- - A--'- Line 3 ---------------------------------------------------------- Section 2 Line 2 --------------------- --------------------------- ----------- Line 4 (triple wide only) ------------------------------------ Section 3 Line 2 Line 1 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 2 Piers: Minimum size piers:. Spacing maximum: From ends maximum: Line 3 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Snow Load: J&2_ psf [ ] X [ ] Snow Load requirements may be obtained at http://www.upstate-ca.com/butte/butte county/ 49 Insert AP #, view snow.load in lower right corner. Line 1 Openings: [ 02 ] X 12-4 ] Minimum size pier: [ ] X [ ] p Required at each side of openings over 1" I wide. 8,0„ �yx�Y oZyxa� ®25/x21 � x�-� Ub/'L4/'LUU( O8:45 FAX 5JO bbb Ouz JKYL1Nt HUMtJ 1NU o z y, N W &0� o �U UUUJINJ UHIUU 1p� VVL/VVJ I gr � CL G 1 i 0 I I I r I I t rt►nMfTAA11 F H N ts CJ W N W O N V7 srR.r xv� TTaA z9.9 6L9 YVA b£:ai LO/VZ/90 SNOISIAld in4 Co vi 4 Z � ■� 55 CJ uj g � r a �s �U- p 0. Li as CD W r o � o H N ts CJ W N W O N V7 srR.r xv� TTaA z9.9 6L9 YVA b£:ai LO/VZ/90 8G Butte County Building Division 46,6 °tl MANUFACTURED HOME SUPPORT DATA 4' 1 Owner's name: aliele- sNZArtn__i d_ Home Manufactu e�le Manufacture Year: dDe Model Number / Name:��es7"b"da.e L 5131 e T - Width:_(ft.) Length:(ft.) FOOTINGS: Wood - pressure treated or foundation grade[ ] Other:[ ] /�A 5 SUPPORTS: Concrete block [Other:[ J Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. i'ler t-ooting Sizes aUlu Locauuiw SINGLE WIDE MULTI -WIDE Line1 ------------------------------------------------------=------ Line 1 Line 2 Section 1 Line 2 ----------------------- ----------- Line 1 ��-------------------------- Line 3� ------------------------------------------------------------ Section 2 ' Line 2 ------------------------------------------------------------ Line 4 (triple wide only) Section 3 Line_2 Line 1 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 2 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 3 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Snow Load: 3&2 [ ] X [ ] Snow Load requirements may be obtained at ' http://www.upstate-ca.com/butte/butte_county/ ' Insert AP #, view snow load in lower right corner. Line 1 Openings: [ aV ] X 12.4 J Minimum size pier: [ ] X [ ] p Required at each side of openings over wide. O?Vxaq 0?yx�ASt Zyxa,V ayxx4 0Vx3,r yxy8 ayx,?sp LOO i 90 311+Q WA : All NNWMM a -9'9d IS v— 333 t Im t�f6 HN 31H BEIM c-. jF%"Fff il ,�.►t W= Wa Owl .t -A ouou-sc Imm W a �Ot SNO[Ivool sw SMFGHnD3a OV0-1 SO31NNd 3A0�1 33S 'Od03 MON& 3NIOZ 3002!PffilM 803-wnNyvi NC)IIVTIV-LSNI OAU 01 IN3yffWnS JUVA (MWE 138 01 SI 133HS SRU S1NMUSIn'03M IHOddflS 3NllV3iN33 #4V rrr Ok M" m i 9 n J Butte County Building Division 4Lfc 166 �t MANUFACTURED HOME SUPPORT DATA 6114116 O 'p;,0� Owner's name: 3d- A.P.# O!Q-624,0_-,QV0 ��F '►'� Home Manufactu er: 'r1 f rManufacture Year: acc7 Model Number/ Name: jVe a Width:_,g_E_(ft.) Length: & (ft.) FOOTINGS: Wood - pressure treated or foundation grade[ ]Other:[ ] SUPPORTS: Concrete block [Other:[ ] Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. Pier Footina Sizes and Locations SINGLE WIDE MULTI -WIDE Li n e 1 ------------------------------------------------------=------ Line 1 Line 2 Section 1 Line 2 Line1 ��------------------------------------------------------------ Line 3 ------------------------------------------------------------ Section 2 Line 2 ------------------------------------------------- -------- Line 4 (triple wide only) ------------Section 3 ---------- - Line.2 Line 1 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 2 Piers: Minimum size piers:. Spacing maximum: From ends maximum: Line 3 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Snow Load: 3!2 psf [ ] X [ ] Snow Load requirements may be obtained at http://www.upstate-ca.com/butte/butte_county/ Insert AP #, view snow load in lower right corner. Line 1 Openings: [ a v ] X 12-4 ] Minimum size pier: [ ] X[ ] ' pRequired at each side of openings over 42 " I wide. AAq 0?yxzc4 ozyxa4 zyxv4 o2yxx4 PVxYr 51xs1g ayx.?y i 0 , , T re /, 8/ ©„ „. 9`1 A3 ! o/ O„ / , D ,, 59 •,a „ MP3 "Vol cr ,I V -X oZ yx A � A5/,- x a y ,;33 / yry 'V 'V 11 /,V„ Y^ ,s" 1 21 t T s lW5 45-4r oq � 2454 40# CENTERLINE SUPPORT REQUIREMENTS THIS SHEET IS TO BE INSERTED WITH SUPPLEMENT TO FIELD 1NSTALLAInOR MMUAL FOR 40f ROOF ZONE SNOW LOAD_ SEE ABOVE PRINT FOR LOAD REWRENENTS AND LOCATIONS. 01Ftoff 28—noxa i c c wl IN FILE Ili 9321 = VC I- CZ 4 c LL 51 PG.6— c c wlBax,7-4 l4iAXN R007. 55-4/440-30f-28-CAi 1 60- Cy G 08/29/2007 12:30 5303429174 CHICO BLDG SYSTEMS Butte County Building Division ? MAN UFAC1REQ i-iOME SUPPORT D Owner's name: Manufactur-year.:_Q9po 7_ Home Manufactu er: Model Number / Name: ' . Width: .� g -(ft.) Length:-�!i`�`�`ft.) FOOTINGS: Wood ,pressure treatector-foundation.grade( }-Other(} �� SUPPORTS: Concrete block ()Q,Other:( ) PAGE 02 Provide manufacturer's installation manual, Support blocking requirements and state . approved or engineered foundation or tie down system specifications: Pier Foo SINGLE WIDE Line 1 Line 2 Sizes. and Locations Section_1 Line1-------�� __^------ -- --- -- --------------�----- — - ---- Section 2 Section 3 Line 1 Piers: Minimum size piers: } K. Spacing maximum: L From ends maximum: Line2 Piers: Minimum size piers: Spacing maximum: From.ends maximum: Line 3.Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front).- Minimum ront):Minimum size piers: Location (continued): (o?V ] X 114 MULTI -WIDE Line 1 Line 2 Line 3 Line 2 Line 4 (triple wide only) Line 2 Snow Load: _A6L_ psf Snow Load requirements may be obtained at http:f/www.upstate-ca.corn/butte/butte_counly/ Insert AP X, view snow load. In lower right corner. Line.1 Op-enings: Minimum size pier ( ] X[ ] Required at each side of -openings- over I - wide. BUTTE COUNTY BU LDINC DIVISIM' ?IlXau ?yx.241 Xf494 o2Vx194 0YX$fr Vjet/#' fix.? .fV,xAy .3yraY AVAa4 ,- ay BUTTE COUNTY BU LDINC DIVISIM' 09/29/2007 12:30 5303429174 UH/'L4/lUUf Oa:45 hAx SJQ dbU (UUZ w O%n R4 CHICO BLDG SYSTEMS JKVLINL-HUMLS LNU- • I:UU.JLNI GM1UU PAGE 03 tfjvvclvvo ir&TvlveMnu o- s TTAfI K19 PLO TVA fBsIT 40//3/90 P4 a, . � .f a7 nt�� xtk � t ��•h ��'A ' ii `r I }� s ,; „�. � �,,,.,`..,l4ir� . i � h. C r /1r nix on -es�„a c1�11.�-,f✓� y !^ t o - T fy t r• c� _J3 t A y id 4q ri r xslT`t{ rlyllj� W T 3t tiir i �' �l cA•` 1n. '�"} .�"' x �"'� � r � '-i n4 �,�s .f" is � tx � ' y A i 4,3tsj r part �t2t j6gnki?a0 t' St77 �� a" art} y} n•r�?, i� 6 k��_ rr. •t�. 1 '' --111!! n q,t r tS4j � � d - 3 r ! ; 7 � �txa �Fi e-•fi {i +, i4 rA ". i' u? � �v YfA��'Sir '' E � ji" S(�Ai � i, F.� �t' F�j .y t 1' L 'S, ct n a 4 �,7 :t t � L 4 ? �`" �'t ' } e '+.�'� r x'31 4 � t y��/:'i•r++`�,," 'i` t r _ t,? t.. fa rl, 1y. I! .2.+��S.�lrffrd 7 ��n� G��rI - c. r9J�.,y,K.�.Ix� Il -Sl�4 7 c 4 r ��- f If 3� 4 4 11,11P ,��1 }?i- , ib >a model 6431 {F- .f' tOn 1 "Cv�4a"41d :°•�' .. , , ib SKYCREST ENTERPRISES DBA COUSIN GARY'S HOMES 13468 HWY 99 530-342-2694 CHICO, CA 95973 PAY TO THE ORDER OF TRI CIC910TIES MNK 1-800-922-8742 FOR ^C4 a RECORDING REQUESTED :BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: Clyde Blrchard and Suzanne Bircfiard IIIIln111IM11IIIIIIIIIIIIIIIIII 2007-0034033 Recorded I AEC EEE ILS Official beerds I TAI %L58 Cour of i Dene GIDS J. sm I Canty Clerlc-Aecorderl iN 99:MAM 17Jal-fW I Page 1 of P Above This turn for Rewrdsrs Use Only A.P.N.: 064-260-04d-000 File No.: 0402-2834068 (VG) GRANT DEED The Undersigned Grantor(s) Deciare(s): DOCUMENTARY TRANSFER TAX $93.50; a Y TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ X computed on the oor►6' - 1 Ow or ful value of property amwYed• OR [ J wff pA d nn the L° "tlon or full value ;es value of Aero and/or encumbrances iem Wng at tine of sate, [ X uninrnrpmated area;, [ 1 City of and FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, Robert Arkenberg and Betty Jo Arkenberg, husband and wife hereby GRANTS to Clyde 81rchard and Suzanne Blrchard, husband and wife as JAS the following described property In the Unincorporated Area of , County of Butte, State of California: PARCEL I: LOT 95, AS SHOWWON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 15", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFOR�NU1, ON JULY 15, 1971, IN BOOK 38 OF MAPS, AT PAGES 42, 43 AND 44. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL:"BE DONE TO SURFACE OF SAID LAND. PARCEL II: A NON-EXCLUSIVE'EASEMENT OVER LOTS A, B AND C (THE COMMON AREA) OF SAID PARADISE PINES UNIT NO. 151 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS, AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, Xi, XII'XIII AND XIV. Dat2007 Robert Afken C-) Betty Jo Ark rg Mail Tax Statements To: SAME AS ABOVE i. gss,.i Ion 85h ,Cit ip't'V3 r COPY of Document Recorded 18 -Sep -2007 2807-ON4451 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning and harvesting which occasionally generate dust, smoke, noise and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situated in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION ---- -------- - - - capacity ie , and that by:,Wb6/their signature s(� on the instrument, the person(D or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and'ofliicial sea Signatu e + ' ` Seal: Commisr'IOn 0 1700988 VI,' � `� $Wary Pubuo - Calltomla Rivemide County APN: 064-260-040 *C6mm.E9"WNov23;2Q10 III f i 381 7Y�i i PERMIT N0. h L P E M MH UTIL. }PERMIT N0. - 3847-74P,E A , i`. PERMIT EXPIRES OWNER Glenn C. Douglas ` yONTR. __ Feather River+ Const . , Magalia LOCATION (A.P. 64-26-40 40 Brevard Circle, lot 95, PP#15,`Maga. sg, Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E ZO (/ Temp. Gas Serv. Called PG&E JOB FINALED�� �' 1 (Date) ( tura) �r + I i 381 7Y�i i PERMIT N0. h L P E M MH UTIL. }PERMIT N0. - 3847-74P,E A , i`. PERMIT EXPIRES OWNER Glenn C. Douglas ` yONTR. __ Feather River+ Const . , Magalia LOCATION (A.P. 64-26-40 40 Brevard Circle, lot 95, PP#15,`Maga. sg, Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E ZO (/ Temp. Gas Serv. Called PG&E JOB FINALED�� �' 1 (Date) ( tura) �, , _ , , g , � �'� .. .. .. _ i COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING I BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Pi In`� o— --' Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & TestA Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service to/S^, Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE) REMARKS OR CORRECTIONS — �� / 7 ��� COUNTY OF BUTTE DEFfARTMENT OF PUBLIC WORKS 7 County Center Drive — Orovi lie, California 95965 Telephone: 534-4541 d j APPLICATION AND PERMIT aurrwnce relpreseniaiives of the County or Butte to enter upon the above-mentioned property for inspection purposes. Date �� 7 Signature of Permitee or Agent Receipt No. / 2 c5— White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR O1s-)PUBLIC WORKS BY� Date 7—,7 Iding permit expires Date ................ f ...vn.:a1 BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor Total Valuation Mailing Addressl " Permit Fee Plan Checking Fee &/or Penalty Telephone o. ,7 Permit Fee $ Building Address PLUMBING No. @ FEE PERMIT FILING FEE $2.00 v 7 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. _ — w ine lk d l� Zoning & Planning Gas piping system 1 - 5 outlets 1.50 . 5 Each additional outlet .30 F s I S Fire Dept. Fire Zon i ewer 5.00 EQA Par ing Parcel Plans Parcel Ma P 60' R/W Im rovements P Lawn sprinkler system 2.00 /Declaration Plans P. Parcel ��' Ple Approval Permit Fee $ / $ NEW ❑ ADDITION ❑ UTILITIES FEK OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 OQ Main service incl. 1 meter D Additional meters, each 1.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven 1.00 © ;f' Aer_ Water Heater or Space Heater 1.00 Light fixtures la?o A Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No4% 2/ Classification Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of � Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ I FEEPERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances . and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ T% aurrwnce relpreseniaiives of the County or Butte to enter upon the above-mentioned property for inspection purposes. Date �� 7 Signature of Permitee or Agent Receipt No. / 2 c5— White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR O1s-)PUBLIC WORKS BY� Date 7—,7 Iding permit expires Date ................ f ...vn.:a1 PERMIT NO. 3775-75B,F P E M !MH UTIL. (PERMIT NO. c 0 PERMIT EXPIRES OWNER G.C. Douglas ,CONTR. LOCATION (A.P. 64-26-/,0 ) 40 Brevard Circle, lot 95, PP#15, Magalia i Temp. Power Pole. Called PG&E _ Temp. Elec. Servs" Called PG&E _ Temp. Gas Serv. _ iCalled PG&E_ It 1 JOB /1 FINALED :O j (Date) b 1 s r b COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BPILDING BUILDING (Cont'd) PLUMBING Setback Forms / Main Bldg. Footings Stemwa I I Slab Piers Garage Footings Stemwa I I Slab Carport Footings Slab Patio Footings Masonry Walls Reinf. Steel Bond Beam Framing Stucco Mesh Scratch Brown Finish Interior Lath Door Closer DATE Firewall Soil Piping Parapets 1st Floor Restroom inish 2nd Floor Windows 3rd Floor Siding To out ' Roof Sheathin Water Piping Roofing Sewer Fdn. Vents Fixtures Garage Vents Water Htr. Prov. for physically Heaters handicapped Appliances Conformance of ex. Gas Piping & Test structure Temp. Gas Final Sanitation FIR ACE Final Footing Throat Final ELECTRICAL R F Final Subpanels MECHANI L Grd. Fault Prot. HeatingService Cooling Temp. Pole Ducts Underground 42-:5 Ventilation Penman n Final Final REMARKS OR CORRECTIONS 42-:5 it COUNTY OF BUTTE — DEPART6ENT OF PUBLIC �j �_ 7 County Center Drive, — Oroville, California 95965 ���v �� Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. �5 X Date "` s Signature of Permitee or nt Receipt No. 13 4 5S O ` White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR PUBLIC WORKS Date q ` '� J. Building permit expires Date Lr & Z ,-6 BUILDING Owner SQ. FT. OCC. BUILDING ALUATION Mailing Address WD N Telephone No. n4 IEZ� Fireplace Contractor Total Valuation Mailing Addres Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 f6— Each gas water heater or vent 1.50 /' — A. P. No. (0 Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 S i ion Fire Dept. FireZone Use Permit Building sewer 5.00 EQA Parking Plans arcel Declaration Parcel Ma P 60' R/W Im r p ove ents Lawn sprinkler system 2.00 Bldg. PI/11s Rec'd Parc proval Pla Approval Permit Fee $ $ NEW ADDITION ❑ TILITIES ❑ OTHER ❑ U ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 eQ Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or ess) (morethan'12) Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures b 2 10 O Rqeps., switc s &fix out CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification_ Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee $ ,�'� $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. pI certify that in the performance of the work for which this permit ,is issued I shall not employ any person in any manner as to become subject to the Workmen's Compensation Laws of California. MECHANICAL N0.1 @ FEE PERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. �5 X Date "` s Signature of Permitee or nt Receipt No. 13 4 5S O ` White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR PUBLIC WORKS Date q ` '� J. Building permit expires Date Lr & Z ,-6 i `•PERMIT NO. P E is M �MH UTIL. iPERMIT NO. PERMIT EXPIRES —A!) `OWNER Geln Douglas 'CONTR. Northstate Aluminum, Chico LOCATION (A.P. 64-26-4o ) I• 40 Brevard Circle, lot 95, P i Temp. Power Pole i Called PG&E �' Temp. Elec. Serv. Called PG&E Temp. Gas Serv. ' Called PG&E I , I/O B FINALED (Date) t ( (S i grid cure) tt t r ' J. DATE Aw 7 REMARKS OR CORRECTIONS .:� . 7 ;Z:007- � COUNTY OF BUTTE — DEPARTMENT OF'PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor i Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab 1 Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. StemwaII Slab Prov. for physically handicapped �� Heaters Appliances Carport Footings Conformance of exp structure oe Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final ! Fixtures Bond Beam FIRE SP INK ERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECH ICAL Grd. Fault Prot. Scratch Heating Service Brown ! Cooling A Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final i Final DATE Aw 7 REMARKS OR CORRECTIONS .:� . 7 ;Z:007- � ,. ,r; COUNfiY OF BUTTE cDEPARTMENT OF PUBLIC & tKS.�� 7 County Center Drive (.v-roville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the county of Butte to enter upon the above-mentioned property for inspection purposes. - X / I Date -g Signature of Permitee Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR 0 P BLIC WORKS By Date ___Z_ � 6 BKilng permit expires Date BUILDING Owner o ` SQ. FT. OCC. BUILDING ALUATION Mai I ing Address T o e I e ho - N Fireplace Contractor 1,ze f 6l if�1 Total Valuation / --� Mai I i ng Address ' 0 �d� � Permit Fee Plan Checking Fee &/orPenalty;. , , • � � Telephone No. � � Permit Fee If, / Building Address�, LUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. - — '��Q Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees S ' ion Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Parcel Plans Declaration Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 Bldg. P of ns Recd. Pa cel Approval Plan proval Permit Fee $ $ NEW ADDITION ❑ UTILITIES ❑ OTHER [:]ELECTRICAL No. @ FEE PERMIT FILING FEE J$3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) - Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures 10 Receps., switches & fix outlets 20025 R2i CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style hof, �(l///T��7� �Qg//�✓�td� Hood, Ex. Fan or F. A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 r Temp. Power Pole 5.00 �/ License No. �%Y—©Qe Classification Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am. aware of the provisions of Section3700 of the California Labor Code which re fres every employer to be insured against liability ompensation. fo�Wnavmeeplpac;ed on file with the County of Butte a certificate of rns Compensation Insurance. I certify that in the performance of the work for which this permit ,is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct: I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ G authorize representatives of the county of Butte to enter upon the above-mentioned property for inspection purposes. - X / I Date -g Signature of Permitee Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR 0 P BLIC WORKS By Date ___Z_ � 6 BKilng permit expires Date ��. do 1 laces ' (VVVad tvdA 'MNOudO /M) 4•zo•o - 4-zo•o ,w -w cus dd'1 ' VVJ X0021 Q-31•VNIVVV 1 VNM5 600b-0 (009)'Wd"AO.) 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GMY 3 p j QO qj�,�o Span Table and 3.0 inch - 0.024" - 1 e Applied Uplift 1 a W QROF SS/pNq Applied Downward Pressure for Design ' C cWind Pressure 1 /31/07 Yi Basic Load Case Applied Uplift c . for Design Patio Live Load Snow Load Spacing of Wind Pressure ' 10 psf 20 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psi 55 Fasteners for Design V LU 10 psf 16' 8• Basic Load Case psf Applied Uplift 7" 10 psf for Design 15 psf ,oy ,CL .2,0 pst 16'-3" 13-1• 11'-9' ' = d 5- 15 psf *- 25 psf 14'-6• Fasteners 55 for Design 101-8" 91_10• 10 psf ' 4" 2 r 30 psf psf 9'_2" 8. $ 8'_2• 7-8• 4- -psf 25 psf 3" 30 psf N 35 psi 10'.9- 10.9• 10'-9• T-4- 0 6 40 psf 9-4' 9'_4' 9'•4• 9'-0.. 9,-0" / 3• 35 psf P 3" 40 psf 45 psf 8'-0' 8'-0' g'A' 8'-0. 8' 4- �7� 4- [=3" 45 psf e `t 50 psf 7'-6- r- T-0. T 6` T-6" T 4" 50 nsf C4 55 psf 6'-9" 6'-s• a o• �, - 6' r-6• NOM5: ( 1) ROOF PANEL5 AS IN'MNPEl7 FOR 1-15F Wi1H A PA1i0 ENCL05LW- A5 M-FINFP IN APPENt71X GRAFTER,51 of -r -t UNIFORM DUILPING Cot7E, APFFNPIX CNAPTFR I OF 1,Fe IWMRNATIONAI- PUILl71NG CODE ANt7 APPENt71X CHAPTER H of THE 1NTFRNA-noNAL RF51t7ENT1AL co17E. © - ALL 51 -ERIMP05Et7 LOAD- m5ENn:f7 A130VF Atm uNIFORM IN NAnm. CON51t7 -;-ION 5HALL 6E GIVEN TO NON-UNIFORM LOA05 SUCH A51H05E A55OCI&M 7 WiH SNOW 6UILI7-UP ANP AREA5 OF t215CONTINUtTY FOR WNV LOA125, ' - UNLE55.OTI'rRW15E NOTMt7, TNF MAXIMUM EAVF PROJECnON of TIi RpoF 5Y5TFM 15 24 -INCH E�5. ( 2) PANEL 5PAN5 AM PA5FP ON A MAXIMUM TEMPERATUIM ';iFFFRe"T1& BFTWFEN THE TWO FANFL 5K1N5 OF IO i7ECME5 FAHI�NHEIt, t 3) 4* 14 5M5 WITH 1.0" 171AMETER PLA1F WA5WIZ ANt7 NEOFRENE IN5im LENGTH of 5AMW 5H i, r3F A MINIMUM of I" LONGtR THAN THE THICKNF55 OF TIe LRP. ALLOYANi7 MINIMUM THICKNE55 OF IEAMR 5HALL 13F © 6063-t6 ANP 0,062 INCFte5, RF5FEc71VFLY. ( 4) MINIMUM PANEL 5LOFF5 AIM PA5Ft7 ON PANEL MPLECTION ONLY, INC MA5W 5LOPF5 WILL [3e RFOUIRF-V 1+t+VRE PANFL ACCE550RIF5, SUCH A5 MILLION5 OR FLA51-1If'4 , CAN INCREASF FONPINO CAU5Et7 I3Y �'. QLARIT1E5 IN THE WATER FLOW PATH. - TFT- MINIMUM PANFL 5LOFE5 ARF 1/ 4" / -FOOT FOR ?,qnO LIVE LOAI25 ANP 1/ 211 / FOOT FOR 5NOW LOAI75. L1 L !R7 N V\ � 75 g N w � az O r �3 �v N n m � fl °' C -L gwe tz O« .... ♦C e. V' • C:aZ!l. oa2 ORCa=8`c,v o f to W : 8C '° L L. Ck. CL m� CS SOC mta ^� f Cel 0 m w .N i , a �•p > �m J AL O -E >- :" m LLQ' 6 � a►� �� � o D. - a % 3 ��O` � Q 0. tIQ d �,• C� '* .0 Z C m `Q o C a Q 0 WE „'oma �� p > d 6 V v m 'O'g cc CL LL CLto e'f / lV - O > of 1 a W QROF SS/pNq C 55 psf IL3- 1 /31/07 Yi Allowable Span Table and Uplift Fastener Spacing 3.5 inch - 0.024" - f.5pcf EPS . 0.024- av Applied Uplift Applied Downward Pressure for Design Co Wind Pressure Basic Load Case Applied Uplift C; for Design Patio We Load Snow Load Spacing of Wind Pressure ' = d 10 psf. 20 psf 20 psf 25 psf 30 psf 35 psf ', 40 psf 45. psf 50 psf Fasteners 55 for Design U W 10 psf ' 18'-0- psf -` 15 psf 7' 10 psf h 20 psf 1T 9' 14' 6' 13'-3- / 5" 15 psf 25 psf 15•.9- 12•- - r 11'-3' 1 [ 0'-7' 4- 20 psf. e `t 30 psf 14'-0- 14'x4• 10'-0' 9.4• 4" 25 psf C4 35 psf t7-10• 17-10' 17-10-- 9'-0- 8'-7- 3' 30 psf 0 40 psf 11'-3' 11'-3' 11' 3' 11'-3• 3- 35 psf 45 psf 10'-0' 10'-0' 10'-0' 10•-0' 10'-0• 10'-0. 3- 40 psf 50 psf 55 psf 9'-0' 9'-0' • 9'-0• 9'-0•' 9'-0' 9'-0' 9 -0' 3' 3" 45 psf 8'-i' 8`-1 8'-1' 8'-1' 8'-1' B'•1' 8'-1' 8,-1' 1 8,_1' 1 8'-1' 1 2" 50 psf 55 psf Allowable Span Table and Uplift Fastener Spacing 4.0 inch - 0.024"-1.5pcf EPS - 0.024" Applied Uplift Applied Downward Pressure for Design c Wind Pressure Basic Load Case Applied Uplift C; for Design Fado Live Load Snow Load Spacing of Wind Pressure ' L a 10 psf 20 psf 20 psf 25 psf 3b psf 35 psi 40 psf 45 psf 50 psf Fasteners 55 psr for Design w c 10 sf psf 19-10' U15 7•" 10 psf C. N 20 psf t8'-1` 15-8' 14' 2- 5 15 psf r 25'psf i6'-1• 13'-D- 4• 20 psf 30 psf 14'-7' 14'-7' 12'-0' 11'-2' 10'-6' 3" 25 psf C4 35 psf 13'-6' 13'-6' 13.6• 9'-10' 9'-0' 3- 9'-0" 30 psf 0 psf 12'-7' 12'-7' 12'-7' 12'-7- 3" 35 psf psf ��40 11'-1' 11'1' ' '' 1#2' 3- 40 psf11' psf 10'•0- 10'-0- 10'-0• 10-0' 10'-0• 10•-0- 45 psf 55 psf g-1 • g -1. 9 1' 9 '9 50 psf 55 psf Allowable Span Table and Uplift Fastener Spacing . 6.0 Inch - 0.024" - 1.5pcf EPS - 0.024" Applied Uplift Applied Downward Pressure for Design : C-4 Wind Pressure Basic Load Case Applied Uplift C; for Design Patio Live Load Spacing of Wind Pressure • Snow Load Fasteners for Design CL 10 psf , .20 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf 0 W C `u C3, 10 psf 15 psf 0- Y0'-0• T 10 psf 4" 15 psf a18'-2• 20 psf 21'-9" 16.-0" 3" 20 psf 25 psf 19'-4'19 4• 1S•1' 3" psf 2513' 30 psf iT-7- 1r.7,. 1T-7-14'-0' 1' 3" 30 psf N 0 35 p� 16-3' 16'-3• 16'-3' 1�-3' 12'-4- 11'-9' 11'-3" 2- 35 Pst 0 40 psf '15'-2- 15'-2' 15'-2• 15'.7' 2- 40 psf 45 psf 14'-3" 14'-3` 14,_3- 14.3: 14,_3- 2- 45 psf b0 psf 13'-6' 13'-6' 13'-6• 13'-6' 13' 6' 13•-6- 2" 50 psf 55 psf 17-10• 19,.1n• it Win. ..., .... __. NOM5: ( 1) ROOF PANEL5 AS IN'MNPEl7 FOR 1-15F Wi1H A PA1i0 ENCL05LW- A5 M-FINFP IN APPENt71X GRAFTER,51 of -r -t UNIFORM DUILPING Cot7E, APFFNPIX CNAPTFR I OF 1,Fe IWMRNATIONAI- PUILl71NG CODE ANt7 APPENt71X CHAPTER H of THE 1NTFRNA-noNAL RF51t7ENT1AL co17E. © - ALL 51 -ERIMP05Et7 LOAD- m5ENn:f7 A130VF Atm uNIFORM IN NAnm. CON51t7 -;-ION 5HALL 6E GIVEN TO NON-UNIFORM LOA05 SUCH A51H05E A55OCI&M 7 WiH SNOW 6UILI7-UP ANP AREA5 OF t215CONTINUtTY FOR WNV LOA125, ' - UNLE55.OTI'rRW15E NOTMt7, TNF MAXIMUM EAVF PROJECnON of TIi RpoF 5Y5TFM 15 24 -INCH E�5. ( 2) PANEL 5PAN5 AM PA5FP ON A MAXIMUM TEMPERATUIM ';iFFFRe"T1& BFTWFEN THE TWO FANFL 5K1N5 OF IO i7ECME5 FAHI�NHEIt, t 3) 4* 14 5M5 WITH 1.0" 171AMETER PLA1F WA5WIZ ANt7 NEOFRENE IN5im LENGTH of 5AMW 5H i, r3F A MINIMUM of I" LONGtR THAN THE THICKNF55 OF TIe LRP. ALLOYANi7 MINIMUM THICKNE55 OF IEAMR 5HALL 13F © 6063-t6 ANP 0,062 INCFte5, RF5FEc71VFLY. ( 4) MINIMUM PANEL 5LOFF5 AIM PA5Ft7 ON PANEL MPLECTION ONLY, INC MA5W 5LOPF5 WILL [3e RFOUIRF-V 1+t+VRE PANFL ACCE550RIF5, SUCH A5 MILLION5 OR FLA51-1If'4 , CAN INCREASF FONPINO CAU5Et7 I3Y �'. QLARIT1E5 IN THE WATER FLOW PATH. - TFT- MINIMUM PANFL 5LOFE5 ARF 1/ 4" / -FOOT FOR ?,qnO LIVE LOAI25 ANP 1/ 211 / FOOT FOR 5NOW LOAI75. L1 L !R7 N V\ � 75 g N w � az O r �3 �v N n m � fl °' C -L gwe tz O« .... ♦C e. V' • C:aZ!l. oa2 ORCa=8`c,v o f to W : 8C '° L L. Ck. CL m� CS SOC mta ^� f Cel 0 m w .N i , a �•p > �m J AL O -E >- :" m LLQ' 6 � a►� �� � o D. - a % 3 ��O` � Q 0. tIQ d �,• C� '* .0 Z C m `Q o C a Q 0 WE „'oma �� p > d 6 V v m 'O'g cc CL LL CLto e'f / lV - O > of 1 a W QROF SS/pNq C W No 3107 s A IL3- 1 /31/07 Yi r. �t �F OF CAL\F� W>:T 5401,90 POCUMENf KAS wt ' 5LQZt7 WITH MLE INK EMD055ev COWORAtE 5e& , SITE PLAN .... ......_ .. .............. _... . . ...... . . . . . . ...... . ..t.., .,... .. .. . .. .. !... ;._.. .. .. .t.. .:g.. .. ............. C -F D /1l -utter Coda :Fire .............. .. tY. . aN ne - -1 w-• � in Sd�ll a - R tiiiiid►iig� '-�d� to haVa: 'r -e riclost d rionc � .. Arbt3s able �e�iv s�:`bri erliir�'s�riic tlJfl! - -- _:... = :r---- -.. .. Gterclrerx to• �ecit slcc _......... .. .. P� olnfliatiole>A/debF9s '� i13 �q fi N :, --- -- -- Gl E. Cori+os . _ .. _ W RlSistint hanC - — ...._ .. .. .. .. .. .. .- __ omtius.. i/4...... i c ei is COVERED DEC l... .�IuuttQpminc�.: ... .. .. .. .. f00f>Alld�ttiCV ALL C KS AND ,�,,.; .. .. .. OPEN E 3"' N DECK 5 EXCEEDING E E D 1 N G 3 `...........:......c.....;...:..:................................_....................... .. .. = _.. .. .. SQU/�.RE FE i c c i :v••3 ET IN ARES WILL • - REQUIRE::A BUILDING 'ER PERMIT T_ ..........................:......:......................_. . . . . . . . . . : .. `�' �s. o - �s<. _-_ r _- 1 u`r --- _ - tfl-fii1 _ et-: A LAN �.. .. ;.. ;. ..i DIN r 4• ........ .. _... :.. .. p p O GAT EXTERIOR ` :�ptteal--effect �uiein .. .. R S S...........%. .. .. .. �S :. HA _.. ..... ._.. LL COMPL :- _ .. WITH C -. �: .. .. BC SECTION ='��? ��y. tuned -tie aha S cfied P .. -• R+ 1.... C 0 003 1. 4 . 3. 1 .7 "-1- At R .. e • V i... .. .. .. .. .. ;1G �' - .......... .. t - .. c c i TED ../ a c I __ _ _ U LATI CODE O FUTURE ....,......; ..................s......._........_..: --...9......, . .. _ CALIFORNIAi :.....:............_-...._...........__....._..........._;.....:_....,....-.�.....�---...,....--:.....;�.�.. .. .. REGULATIONS TITLE 25 . . . . . . . . . . . . : REQUIRED TO MEET THE ED IN DIC/► , = = REQUIRE AS AMEND :1 LATIONS R IR RE ED AT THE = = JURISDICTION APPLY _ REGULATIONS PERMITS B HE _ - TION FOR : :.....;.-----�•-•------..:.. ....c ...... :...... '. .. .. .. •-- - T IS PROJECT . •� :� -'W !---,THESE STRUCTURES. A • ;...- ... . .. . j.. ........................................... .. .. .. .............. .. - $ B c c C C // �c _ ..�.. THE 20 .. ..--•......:.....:......: `�• C AND 2005 004 CE , a�- 2 S ST ANDARD E NER..................._. i CALIFORNIAORNIA •R" A LI F � C �... :.....�.._ AMENDS D BY THE � N A P LY To 7H -� I C T10 -� IS D .:�...., J U R .. .. .. . "`�. ...... .... - - - .. .. PROJECT. -- .. ._ .. ._ .. .. . . . . . . . . . : ] - — .. .. _. .. .. ........... ._ .. _ �: --- __ ' •cru ..._: --- .. .. .. ......... .. .• .. .... , fid, D - "'-�o�� "'�:i' � : p�•••"'" APPROVED PLANS BUILDING O ... ............. .. .. ._ .. . ! :. L BE ,._ ..:.. L OIS l T� S M 1 T R 1 E ONR M P ,,p ; :...._�.....�__..._.....- ...- .........�.....�_....:.... = _..... = 'f .... .. F R ALL _ = AssessoR0 IONS A : .. .. .. .. .. .� � .. a� �/ �� dt � ;.INSPECTP RCEL;�' � '2 ... ... _ .. -- -�. = .. .. .F. Ik: 0 F - '� r e� �y _ s a r �. ....: -------- . ...---=-•----:-••... .............................-:......:::��.....:.. = :. = = ...:..._..:.. _..... --•-•.-•--••- ...... ............. ...... ...... ................... .................. -.................. - ...._...... .................... ............................................. _ ' Assessor's Parcel Number a a a- a a a— o❑ FIE Scale:1" —_ Owner Name Address / Phor Site Location Contact Name PRC 4290 REQUIREMENTS NLYPROVIDE FOR ALL Fire Safe Requirements e-- . — Zor Must Df-- as specfied and approved by California Division of Ge' Forestry FILE COPY Size, Acres - 4.00" FILE COPY i i OWNER 61 it c til -t"4! IT DL - UD - D O BP#0-7 I IT IS ti v �R t Y' i i ti v f f r,;.-_- _ . F • .'Varies Max. Cheesie I seem /enol Flen !4 _ . . :1 ' ��• : r ' . „ ..,i ,., A{ Shawn . 2-01e ' t .. • n 2t -Du t -i •-.+.: * I -0 o.C. �• Max - 0 o.ci .. - ' . �, a ... :. ' T ical. 1" . . • . Corishuct 113. x 24 in.) ... yp Sidewall Anchor Bolls.,_ . . , I_p , • nt u ( MIN. -S . i Crawlhcle Within 20 Of _ i • Set I/2 . x 10 A.B. at i t t= { ' riser Mstettei I slim Joist • Plumbing C.O. .A . 1 I : 6 -0 o.c.Imax.) • 1 i load. cnatilt i r . (t oedtion May Vary) 1 I ( _ . . _ " Atdm seal - -. , - - ` •N . 4_..-.._.._...._......-.......-..«..:..__._.....:....._....,--.-_._....,.........._._...-......,:.-...-.-.:..._...._.......-.__.:.._._.....-........._....- I Thit C:nnetllenitRqutrt tdr �' o .. . : 1 t-- - . I . . : _ry, ( FNA APtrwel F•un4leiiins " 4it4• T•o seri T• i -N C .i Uttt1 Anf l.te1N Rt. Jett w/lid,leoe. > i i . '' / �'� / . �f I 10(1 4X4 qky: Noi! """ A . _ 1 .. . ( �. b Rim J est w/ Meld Pia RNef 4 t. .. I Connection t. Min. 01 4 000 S f c i 1 •'� !dots 0 I 1 I 1 ` / 1` - / �` t is" Min. is �t . 3/d'X� A.S. ALT..' 1� DIA x 6 Chaisls stem . L�. 1 1 • . Seat Min,10 GA. ' ' Llsiod and Lobeled n . I t , . .. L_ . DEEP CONC FTGS.: DETAIL 1 {All.1/4 Drive Pin) I I :SEE DETAIL Matas Pler Raterl "� " " ,4 u rt i I A i I ( Min of 4000K „ e -t< - ► 3/e X C A.t. 12 Min. .y I ( ' D lltanca 6 Diaanco 5 . Distance 4 Distance 3 Distance' 2 : Oistanee I .. I i _;.� i l 1 (F Er--------- _ I r.. . 1 I I ) . -(C) (B) (A? . 1 I . . r • t, t.. . 1 .. I I i t i t ' 'i I i . - ----1 I I i . % I I . j 1 �. . ! �_ i 4 3 ( I Ridge Beath . I MODULE FOOTING WIDTH SPACING 11' -10" 6' - 0" 12' -10" 61411 IT -611 6'-0" 13''-10" 5'-0" 14'-10". � 51-'0" 15'-10"' - 4'-6" (Alio!/4 Drlvs Fin) n.I.S. •sa-;,+.v� . wt4' I • fL :'•�s1.' ..•. =.• i •t,. t • 'ft O• . ► ..•• s :' 1 t . 0 to,' S • Psvrt/ In ►Isle Cone. it 12° It. I0&.r�- ! 1 ^ Cene. _ •� . j ...• ••-t.._r.. �-.� ik , 11 . . s. r:; , 4 s Whon c D•. I ••'• Ft . ••' •. ' ' ;: • P . '/ . :!1 1 volts:sit Chart . :tit•;; �! ! • •.. Continuous Faottnq . i ---'� • Tyr; 1's Used' ' 4. Netet E• Su►isrtllMayHave To Have f,2 \` ,i 0/ til .! . Or 3 Pltrs w/4X4 Depending Oft Loa/ . t0 S4. Varles--Ste Char{ 20 S4, k•f�'x�" ' Su orts- - .� - 1 I •' _ e . - 1 I . AH: 2�n Round tit Alt. 24's Wide •1, ! ( I �i • $ee Chart . . e~ I • I - �•t I • I . AIt.12 wide x S AIt:12. Wld* x ti , o > i 1 i I ' Doop CiRtinwus Doop' Conttnuaus sat of tic. +N . .. 1 l (Parallel w/Chasiils (Parallil w/Chassis' Pan . . �_ I i. I - 1 I I -seam) w/2 -*4's I -Boom) w/2-444 . • .. 1 1 . _ •' . •. 1t1 l... :. .' L.I.I i.' C I ^ . . i 1 -ALT. rCHASSISSAND- RIDGE BEAM :`SUPPORTS.,._.. SECTION D-� : M 11 C, . g 1 I r MULTIPLE RIDGE BEAM' SUPPORTS L + I Distance 12 . . Distance 11 . Distance 10 Distance 8 Oisttinae d Distance T • i n, . • hots. f nolo/. i al, 1 i� I �f'�'%%� #s > {L) lK� B (J) (I)• (H)• (Q) 1 I'. o 1 I 1' I I f .• Exl:tin Ext.sitttn B!t e:..:c. N(�i N N f. ._ . . » i' 9 f n ONt: I J015 Floor Joist •„ . ! I I ' ! � 1� Sri at s'/o.C. Floor M4111. . ' 1 . I . ` ndwali Anchor Bolt=. . . . t•" . { .. - - - ' • t ' S'ea Endwtyll Anchor Bolt Chart > - ( Ridge Beam - -- - L IFor Numbir Of Bolts Req'd. Trim • . Alt 7/(s1min.) '' M r-------"� Support:- -- ---- - -- AlofiO Endwail _-bei-al.ft..o.c.. ' : 1 1 See Chart I 1 " �-- -�" Lx4 ilk'!• (When Necessary) P.T 6� min . •. 1 • �' _ �'"' .1 Ketl 1* Rim Joist w/ICd H ls: O.C. Ply'wd " . . v i . ' 1 i .:1' . •) 1 P.ii'n►enn ti•rJt einn I ` �"" ,,. . i&�'s e 164 * > I r e' 2x4TorPlatsN411isalky.or "fs-�'-:�4:1.� .. Perimeter Of 1 o't. an" IMin;) APA MHi 11 _ . , ..__ .� ! .. . C I I� .. Rim Jilst N/1�� at IS O.C.. . • " • • �! I , , Doubts' Wide �(' I I I f . Piy wlt.'sha.tt►lnj . Odes (Gale.) 12 o.c:''-"-i►� 2 x 4 Prsssun ?noted Foundation Grade : • ( i 1 . Nell W/ell's 0 e" O.C. Edge$ .', Penywolf-2x4 s of IC O.C. td's Ga " «N . i ' t I " " ( iv.) 0 S O.C. Lumber 0.40 W * (See Press. Treated Lumber Notes) .. I . . • • •� I ! A � 2 _.'o,C. Field !n a x 10 A./..t • - o o c. :. i t • 1 , , . .. ( 'i I wf rxz"xaru"Wether $ia t3 x 10 X1.b. =L n I I +. I I t ' ' 1 . i . . . a� a c"o.c. _ . " " n I Studs '6t 16' o.c.) • . et► 1 I t ( i . B . ' i� 1 I . ' . • • . . . 2x'4 P.T. !1"• '2 x 2 x 3/� Washer _ _ . f Foundation Reald Unit: Typical Chassis Support:-... I II 1 % "«...•-.C*nastemWsu 0 t.HCs ` I ''ie', It I1: ` 'lair'' W I / Must H i Pied y laced '. Sae Detafl:' 1I I ( ` 1 ► r `,G4 1 .: . . > • ,l °Y 1/ I P A .. I .Note= . . 12 X14 toiJt Within 2 -0 I Cui 2" Otf elm. N EtllttlnS Sirnng,oni Install Z ser y Wsec - _ . - . E Ii r •a;_ • I I i ndWaiis . ' ( i• "�jj I I i. n: Trim. Renal! w/til *t i O.C.. R 1'iU- . , ( 1 I i - UNLESS SIDING iS HELD LACK este General Nsts C) , • • , • • t = i 11 I 3 0� . ! =I . I !_ .- . .. . % , . . t. I I --I' i I - I L. ,. I Vont' d L-_.:._ - - I - ( - _ _ .. i r Piaaement . - . , •-- a .. • . " a- ` at•Corner:- *� 0 BAC14F1 L OPTION • .�, - . --«- T picryl ,STANDARD--OPTI• N L 1. . . ' .. . . ..;,� - .. Sldelilall•Anchor' Bolts• Provide Ventilation Of . Endwail Anchor- Bolts: . Varies . �� • Sat 1/2"'1 x 10" A.B. at VarIas i Sq. Ft. Per Each 150 Set Endwail Anchor Bolt Offse Ma f : 6t-0" o.c: (max.) Sq. Ff. Of Underfloor . • S I D E WA L L C �_ O S U R E • OPTION S Chart -For Number Of Bolts • . t . y Or ay Not (Off�tet- May Or May Not • . . ' ...... . .. . . . Req'd. Along Endwail Occur Dependiriq On Mode) Occur Depindfnq On Modell Aria n.f,a _ :. . I' . . . .This ' Foundation Plan ]s For A; . IF HORI20NTAI; LAP SIDING IS TO• BE .INSTALLED ON THE FOUNDATION -1 I ING,t - AN UNDERLAYMENT OF MI IM 11 riser marl. t 'w: ::. ... Doi m E:INtnt Esie=ltt Sitinf-:-...,.: FIHr J•t=1 s t��! • 'WOOD PONY WALL •FRAM N t)M 3/8 APA ` 'dJ s �• b I E W I d e . Tri p l e Y Y I e, RATED SHEATHINGS 24/6, EXPOSURE 2 t SHATLL FIRST BE INSTALLED ' . .. '• ,AND FASTENED TO THE STUDS AND' PLATES `AS; SHOWN 'IN THE DETAILS . z ttr••r"Hood Trim FouNDAT�ON ... PLAN HEREON., •SAID SHEATHING SHALL iSE INSTATE set wu t,iw o l .., ....: • :::•.'....I* FOUNDATION WALL::. TME 114 0 4 c. �Ir v LED ON ENTIRE PER TER A .. lino 1lr . . - . i i el;•I,t/. 1 (min.)' 6 men. _ . __.. . NT.3. o. _ i1.1 Iz AT A1LL MF HOMES OXER c-+ _ �'. ti' -. .. _r,_ . _..... . 11 - •w.• :1. .1.i•1•' -i.i"-iii.! ,r . . ..: Flat% instal: Hari : ••'x u�: - _ _� _ ._. t nntl Z 50 FEIET n1 L G SHEATH . . . TH,Bc'nrd; . , . 2t1� T•►Pltil,Ndsir/!Glelii 4C. i' . ' , ",thin.) APA Ratti . t:n'w•ii-:: e'e it 1a"oe. .. INST DEFACE F STUDS OR fire taaiv.i La 12" o.e: (�csttrt! •for }V IGJ a 16 •.e. . • , End Wall Anchor Bolts for %Hind Loading, . NOte o ' . s/s . . , ily'wi. >:haathin* 1 r T. sill Pltl• al's (aalv.t Cv 4", O.C. 1 seri w/si•a C+ 4" o.c. teat: . • = x s UNDIERLAY EXTERIOR t:/t'PJ X i0" A.s. a 2 x 4 Pressure Treated Foundation Grd. Lumber 0. Oqf W .PRESSURE .TREATED • 1S0 MPH . EXP. C and Roof Snowtoads' ' s Rld 'Beam Lords And Distances To Su ort Locbtlons"• Are Obtained From . . &'12" O.C. Field. Cent. OlsmWlli Ail.N•CA ,,. . ,i '!�. • Less Than 35 PSF g PP HARIDBOARD SIDING WITH 3/! 2 x 2"x 3)1G" waand nils (See Press. Treated Lumber Notes!( Studs at 16 oc. : LUMBER NOTES • ' The Manufactured Hohie .span Chart , 1 } • fiY6 k'10" Ate s: !' � _J • l• APA ]RATED S 4EATHINO 24/0 segs EnIwa11 ' • It ;•. , 1: • • ': its R•fitr C n When NC.tr.' . Where lumber is cut after treatment,. the cut surface 'shall be brush-cootllid with not les: . . than - 3 percent solution of •the same preser ' otive -used:in the original •treatments, or shall be. field • treated in .eotiformance with AWPA >;tandard • ' ' .. , M4-80.•using'a 5% solution'of pentachlorophenol, .� ' • . copper• naphthsnate containing •a min, of a 2% • .. .: .copper metal, a 3%' solution •of ACAs CCA . 8 Length • of Home • No. of SN" diatm. x IW' A.B. W12" x 2" x3ff6" Washer `* 0".r-- rt u• opts . . 40 . 6 50 7 ......• .- 60 . . , ^.. 9; . ?0 .10 . . s)0 ' ' .' . 12 ' . . �� REVISIONS 3-Illy-qr owft Hilow - s tY , .. 'tm. - `* 0".r-- rt u• opts . Rtw z{•= z • 0 •o Ar,61- kksw . r;� ► k b Kn'�e,Q t •pN • ' . �/ 17 , vh 70 - % . . s0 01 ., . . •2"x 2"x 3/is" Was6•n �t . Ih t, Ute11 .. n . Anchor Bolt . 121 Itis • r ..2-.. '► 1 �t� ' sass Anchor Galt Chart `�, '� ' . EXP. 1 NAIL 1 / 6d Q 4 O.C. Chace Tar R, i; ti 4 4 . U T z _ . ' - AT A'.LL CONT CTS. 'Number Bolts , t.. rel - . RIDGE .BEAM S PPOR :LOCATIONS :For No. Ofsdts .i + a _ ' MDDEtr Ritl'd. I � < , Ralut. . . REAR F E D . C 9 A' FFtO�JT tie: w " 1JZ`_ • .i�O � 12 � e 4 Reber VUL •t• 4* aC.(When lose: .. 1 . . Cut 2" Of l b1 am 01.: T�-i • 4 RIl•t C•MI. 11 UI I . ' . PIST: . Eei,f. SIIIn, And install _ . . _ RIDGE BEAM -SUPPORT Atiotr. S•11 . . lit rail w/ld al4 oc. . . . , , LOAD 1r4. Pressure . • . . .. , . IS•s N•lo•ii • , • _ _ . FOOTING •.SIZE .. FTG. . . . . ST 0•N -RE K I N ION -RE . ANDARD . FOUNDATt ADY T OPTION BAC F L FOU DAT ADY .OPTION -foonni sl:a 1st sail REAR L . K,' J% 'I W � G- FRONT . . ♦ • ' • types A, or C, or a 5 /. - solution of FCAP or . • C s.r. . . .. . ACC; or creosote in eonfot nnonee with AWPA • . Mai't. Spacing of Anchor Dolts is e . D O.C. LOAo . . 1000 PSF 1006 ' ' 1500 - DiST. ' sfandard M4-80 paragrdph l.tlll. End Wall Anchor 13oits for Roof Snowloads - ` 2' _ 0" p, !, " " . " LOAD ' i ' . 3 000 20 x 24 • 12 x24. trot et:rl: - . • _ , . ' Over 35 PSF and to 80 PSF Max . ' - 3" ' Dia' :. 24 s : Eahitn Eilirla Si1in fleet J•itl 4 000 8 x 24 FTG. + a'-------.. . 6) s LLA.. • . •Fas'teners shall be stainless''ateel or hat -di id - 1 PP. • . . golvanizsd.. Hot - dipped •zinc- coated • nails shall • . be coated ofter. manufacture �to their •finai_•form, • . . • includln' ointin headin threadiin or : • twisting; as applicable..'Ele6frogalvanized .or . , ' mechnnicaliy plated nails or staple:; and hot- ' ' . : ' ' . : dipped': Zine - coated staples shall -not be . ' . . permitted.. Staples; whore 'permitted under - • . this r�'port, =hall blrr stainle== aeel types 304 d 316 'd d' b, .AI Length of Home . • No.'of 5/8" dia,m. x 10" A.B.' ' � . W/2"' x 2", x3116" Washer " - f1 . ...... ' . 40 .I . 50 . . , . . O 60 . ' - /'t✓'. 70 - % . . s0 01 ., ' - 6" Dia 3..000 2 x 32 20 4 . . . - - - ..' . . • XZ 2 act •r WW Tilm .. _ . 1 n - -9 .Dia SN Nat• t,b>r ��� i i 000 24 x36 .24 's i . . . 1, .. " • . : 1. .. . 3 - 0 Dia T 00 28 1 ;� • . .. . • . 0' x 36 24 28 si ar 4"oc .. --71 2 • in•s. a t� oc: Misch r• Ent' Alt : /16 n 2" this 3' -'3" Dia Dist. 6. Oise. 5 Dist: 4 Dist, 3 ' . Dtst. 2' Qist. ( •e .112"c.c. . rl►,m►,t'.tz . w sots. AT.ALL MF HOMES OVER j>► . ' . • ' i 000 . 32 x 36 24 'x32 • w .1 (m .1 6 min.. Qy�l! Ir so iltULcP. . . r- �� - ----- `�-- --- •--- g-•�- .�r Field Instal: Ha:iparmal ' -`-'-'t•'. SO FEET IN LE GTH SHEATH i?T..':-------s r#, "'" •..0 FAt clrJ . I Nt:Misr •-5" Dia i t': I E 1 v C 1 I A .'t _i . 4:1, _a t I� .. ,.. 000 ra ,S 24 X36 Ott. 3/s" then.) APA Rated ' 2i 1 T►p tt•h Alt•cha/2•, Io $.T.s i ' m_ yi 1p tit; £ ss. . ' - is • . ©. PI wi.anaattdn 11 :.till -2t 4•, itis"o.C. ., INSIDE FACE F STUDS OR • Ply wd:: r / ► At t R ,t. • 3 7 D 1 Y s • r, i' !c uv t 2 ... �--- ,cstc W . 0 000 36'x40 28 x36 . .. d . • . , ) , i . F for tit/ �l 3� Afs! „ Nan wiei•e Ca 4" o.c. Eis•:. ,r---2, 4 Er. sill rt•t� UNDERLAY iE EXTERIOR , s �, , -9 Dia 1 • • .. t 12 : o c. pati. . .. . I t3dt AALY.) a ... 2�{ i s . 1 000 36 x 44 30 X36 1. , , Cone. St•mWell,All.KC••. , •• .-HARDB.OARD SMING YAM 3/2 t ' ^ t . Hitch s 1RIo A 2x4 Pressun.Triated Foundation Grd.Lumber 0AI0dE 12 000 36 4 32 Dist 12 Distill Dista 10 D1st: 9 Dist.>3 Dist. T -- v 4 R•far c.n't,lwn,a rbc " x.8 x36' t: s rP, End 0x 10. A.e: a APA IItATEI� S EATHING24/0, . scc r it 61. ;.. 1,..•n rt CSee Pnss:Treated mbe .0 Uilal' M • , _�� Lu r Noies)(Studs at 16 ' o.a.) : 2-x 2- i� <tieM/ t iS �{�-----; �F� ' • ..------ x 3/1 a" Washer' C � t . t 4 • .. . I . ' t- l • • K • I . • • u . 1 I ' .:1 n 1 '��."" . . XP: ' 1. NAIL' / 6d 4 O. • . an . as , afine y the SI :classification. _._l . Se o i cola f� 2 .tin '+t It • Arich•r eNt Chart i . I lAti. . • • Max. f orcin ' at Anchor Dolts Ns e• - O" O.C. •w.- . .L _ . . P g D AT AiLL' CONT kCTS. stun r 1 6 . . + .. t F•r Na. Of bolts ?':• @ , :1 , �.. . _ u - i rel . . t . dais . ' HO S OVER' 60 IN LENG',TH WTTH A'ROUF .. - R.,•±.. � '' . f,. .. . .. .. u 4 Retia ,r �•` . ... " t 1. til . . 35 . N L G OVER S OW OADIN SF RE UIRE . w . *. u . Q c r h n N ul et ! Off 11 1► 1 1 �`-t< • sen Of Es l ?-` (N. 12. f T `� - - I St11ne Ae1 Insl•II t /•r M T Iq Re►arc . . 3 x 4 or 3: z 6 P.T: SILL PLATES . . . . . .. R•nsil Well al 4"O.C. .. • . . . , t . . .fdnNoll tl • . . :.' . . • STANDARD' `NON FOUNDA ION' -READY' -OPTIONI y. . .. .. ' .' .... . ' •. .. • - .. - . - .. • . .FOUNDATION READY OPTION: .. . . , • .. . .i . • • • .. I E . , . . . . I i . • . .. •. _ • .. .. t SECTIO C x stip Ext.ri.rS Ain _ E D ALL. CL0 URE OPTIONS E i ! ! _ , . 1 . 7'.1 r ' . '.1 - , . •ii : � 1 a Seo l Fi In Lith r (-� `�` �Qk l .t1 �� • .. .. • •CI*sucs .. . �' . . .. Defitl . , ! .. -- . . . _ _ . . F.._ •! ! 2" (Min. } sae NNs s.fiw r CIa•u�e2:-:-. ml � „ ..:, ' ENGINE . ..1%ldlnshQ GENERAL No SEs E R STATE Al�PROVAL Match Exterfar:idin/ _ ti �� . h Sse Sldswail Closure ��" 2%, slk'j, - ., -,,.wilt as Fir L�wtlri •-T 11 M r DiNit ! ♦1 .. YF• r � L THIS FOUNDATI©N'PLAN IS DESIGNED TO BE'USEO. : . • sf , sin Tete �r E uat 21 min. ;• . 4 Clint. , n „ „ t/ . P ei " WITH. MFQ D. HOIME'.' . . . �: a .x e x Peso H Cs.(Att. M•tat Piar -T .. ` . 45 .. ) y► l:' at Eae h Anchor ►ak _ .. ' • •,1 toll n n n r>< *4 . , max. , . s .. . x A-2.1 T2 QC. n " n 40. C.A0111Jo COn7rAC•T tr l2 3G . • MAKE • ... • FES I . . LeErttan 2 x 1� x30 • R7: Wtiitt'fh/ O. RT.' Pads (JAft: ►e ce' erl. Pott) .. tR . 4 Vsrt. of im oc.- ., • loin. max, • NAII.W/4-todATS1LL w/C. Deer Grsvil(Grawl May eta omitted Optional' MODEL= d ; MANUTACTtlItLD?fOMl1Nt011Cs10%ts . , 1tl „ when Exist! . Sotl'I• Fra* Drrlinte As Concrete �► FO NDA1T TU►TE AND-1fd AT . C min. , , ! "' OP /Y/Tlttti . . ,m . , • _ Determined1 Usti aid :Official . . 2. DEIGN L . bS= ZTjNgD r ! . I y >+coDs,neriosiitast '' II_ 11 �• + ALTERNATE 0 A0: tit a .• oases OOF A •D g`- '.f y .. - ;�`: fiI e ( TO Wb0 P A a•a " • e '�1. • • �. R LIVE 1.0 Di.�'...r T��� PSE r1llrl it „�. ' •�: 12 min: ►,;. Ai sM %� s , �Ytt. ' . • , . OY1D . • ' "!2' I r toarin! rite; No Gravel M,utnd -Seo 12 t. 12 •1. l,, t . :n .. e q -!_I its •:. a .,,; 111.:"� �? :, _„�,, FLOOR LIVE t.OAD I Q.S.F.. / , •'t: N .? .41M !lU- Detail This iMot) i 06'ii��i .2 t «. h NOTE.. - `. • t• •,��. - 4 _:.r-.,_:._.. -_ .. WINO'LOAD.-,,,,_.' + 'P4 akar Cen P.S.F etc>irV171C1'7+0.00111tLtC1'IaOffIlO+Ab . „ p Pell.:: R t• n . 'SEISMIC ZONE: ¢• Cuts Off 'Q ttom of 61stinq,Sidin and' - / �:..� _`'. Q - 12 4 :7i�K ' ' n� " !t 4's Whan li Dea C t anttlwabs. 1 1'. 4C � t ' 1!1!7lOV en AL t. 4 • ►a a .. '� • i sta Z Bar t Rea lid's at M r V rt. at 4e ., t)RD n IC n it W i O.C•.: ' • • •�; • xosAtT!'!I Note 3: THiS FOUNDATION iS FOR LA IhG MFG 0. 0 E otazef ort 1 -. 20 t�.*r'24 Rwnd - Fi*tin! la Uso1. P C HMS AllitOV!/t11't' 2 C Cd . 'Q Re d. ON w/N. � • OMis Olt • 9 y � D I . 1VlA ase . •. Stimwall). . ':'The Featinla Shown Are Option, x 12 Dyer Conc.�Fq. CONSTRUCTED W! LONGI 't1U1NAL OR. CROSS JOISTS. "/,� ��? II7tOMet1Q111It1rAfRPrlsrO! • . _ cs aNe4'... Altls WlJexc. Dee* ... %' fid. tisT'AT!<LAWSANDit>ZaVl.A - Each Tyre Is Ac i,t i 4. Af:L CONCRETE 'SHALL' AVE A COMlfRESStVE' �F. Ct►��: L ' 1 entfnuous t:onc. Ftl: : . . . . S.' plwMsatKlRealliK . .. . eesN *[ Coir orris . w/2 -*4':} E STRENGTH OF 2000 RS.t IN 2e. 'JAY • _ , • 5 • •� STEEI . PIER •� CONCR • TE BLOCK . � . • .. :e�/�dl� ' «wtytsttrwttjrww�,� . THIS FOUNDATION PLAN IS D»3lGNED TO BE ,' . ` • a'�11A>rDslAIIDAtt17s • , w _._ CONSTRUCTED ON A FAfRLY LEVEL SITE WITH 'NO :: i� AL'Y`. SECTIO A -A & C -C . -� . .. - .. •+= EXISTING SOIL PROBLEArS. ^ "'� __ _� .. SECTION A A.. . 0 __ -.. - . t YPI 'A C L APP ECT I .T 10 L. CA ION ., ; B S j , • . 11� hots. .. n. s. . ' s. MFG 0- HOME MAY DE SH PPED FROM THE FACTORY , *► , . ZSO-11 G C CK 2" A . , . .. .. . .. SLATE APPROVED (APPROVAL SPA wITH s1D1N IUT BA ND ;« sAR INSTALLED , . . • 7T+tef!teaApyife� . i' >�r�* i ... l,. . ,. :.: . • ;; OATi.. 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