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HomeMy WebLinkAbout040-020-039i F -R- E101S1flNS 1 is T � I z � M H ri m 04 z �N M a y�M - 04 N M M �MM �1 I ,/bwefi' FNVIRC` JAN Q REVISIONS BY 02108/2008 11:33 5308939058 CHICO FARM PAGE 02 ' FEDERAL EMERGENCY MANAGEMENT AGENCY o.nn.o. IVQ. aaf�7-ao77 NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE expires b:�cernber 31, 200° j Im octant: Read tine Insfruq!bno on pages 1.7. SEGTIO!! A - PRORERTY Off: NER INFORMATION BUILDING OWNER'S NAME Fains,ranwComp®nyUM; Dean G. Dixon et: at. Policy Number BUILDING STREET ADDRESS (Including Apt, Unit. Suite, andror Bldg. No.} OR P.O.ROUTE AND PDX NO. 114 Marybltr Ranch Road Company NAiC Numb r CITY Chico STATE CA 21P CODE PROPERTY 9ESCRIQTION (Lot and Bls:Ut NUmbaa, T 95928 APN 04U2o D39 ax Fardel Number, Legal !>QSdipPtian e1C ) BUILDING USE (e.g., ....... r~ 1-1al, Addition, Aocesso . etc.Residential ents area, tf necessary,) LATTfUDE/LQNGITUDE (OPTIONAL} HORI20NTA- DATUM: ( -1t#' - ftlt,#r Or ®NAD 1977 ❑NAD 1983 SOURCE: GPS ® USGS Quad Map ❑ Other: SECTION B •FLOOD INSURANCE RATE M 81. NFIP COMMUNITY NAME 8 Cp1viMUN1}Y NUMBER' (FIRM) INFORMATION 060017 am NAME 93. STATE nN 84. MAP AND PANEL Caltiomia NUMBER 87. FIRM PANEL 08007COSt0 M. SUFFIX B6: FIR INDEX DATE EFFECM/WEVISED DATE 86. FLOODZONE($) 8.9• BASE FLaOp ELEVATIONS) D 40 D0 Ra,e aa; use oplh of AoodhrB} 810, Indicate (he source of the Base Flood Elevation (81717) data or base flood ao ❑ FIS Profile ®FIRM depth entered in 89. 811. Indicate the elevation datum used for the SFE In Bog: Z NGVD 19unity 28 Determined Other (Describe} 812 Is the burn located in a Coastal Barrier Resources S tem CSRS area or Otherwise ProtectedNAArea ppA 0 & (Describe): SECTION C -BUILDING ELEVATION INFORMATION (SURVEY a ONO � nation Dace C1. Building elevations ace based on: ® Construction Drawings• 6uildng Under Constn,c6on` -A new Elevation Certificate will be required when constructlon Of the building is complete. ❑ FiNshed Construction C2. Building Diagram Number I (Seleect the bulding diagram most similar to the building for which this certificate Is beingcompleted -see 'accurately rePresents the building, provide a sketch or photograph,) pages 6 and 7. N no diagram C3. f ration –Zones AI -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, APJA1,A30, ARIAH, ARIAO Complete items C3. -a4 below according to the building diagram spec! fled in Item C2, State the datum used, if the datum is ditlerent from the datum used for the t3FE in sSection B, convert the datum to that used for the BFE. Show held measurements and datum conversion calculation, Use the space provided or the Comments area mon D or mon G, as aPPmPria(e, to document the datum omversion. of Datum 1929 ConversionlComments 17levatlon reference mark used RM_93 Does the elevation reference mark used appear on the FIRM? 0 Yes ONO ❑ a) Top of bottom floor (including basement or enclosure (3 b) Top of next higher floor ) Z07, 0 c) Botiem of lowest hortmntal structural member (V tones Only) e�C 4(iOFESs7D ❑ d) Attached gaNVe (top of slob) 205. 5 fl.(m) D e) Lowest elevatim of machinery andfor equipment �e+ servicing the building (Describe in a Comments area) O 205 5 ft.(m) Pl � No. 31888"+ 50 fl Lowest adjacent (finished) grade (LAG) 294.8 ft,(m) Z.91' O 9) H�rA• 12791/pg Highest adjacent (HAG} . 3 R(m) 10 O h) No. Of pemwent openings (flood vem) *thin 1 ft. above adjacent grade 1 ❑ ) Total area of all PenTwerd openings (flood vents) in C3.hs . in. q (sq, cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION O This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation infonnatlon. l certify that the Informstlon in Sect/ons A. a and C on this crr, 71cete represents my beat prize ro interpret the dela ationble. I understand that an false statement me be Unishable b fne prim risonment under f8US. 'Code, Section fOt)1. CERTIFIERS NAME Wesley E. Gilbert LICENSE NUMBER TITLE R.C.E. 31689 principal COMPAM' NAME ADDRESS Gilbert Engineering 70 Declataeon D y*w, CITY STATE SIGNATOR Chico CA ZAP CODE DATE 95973 02!08106 TELEPHONE 53099-9503 FEMA Form 91-31, January 2003 See novenae 9ida for eon6nuatlOn. Repl20ea all previous editions 1 02/08/2006 11:33 5308939058 CHICO FARM PAGE 03 -- tMf`ORTANT: In these spaces, topy Nte comes nding infarmaVon from Section A. fa►r mance BU!LDbar STREET ADDRESS (tndudrng Apt ,Unit Sulfa, andlor Skig Na) OR P.O. ROUTE AND BOX N0. ?oPr�r Cbryqwy � 114 M ill Ranch Road CrTy Chao STACA TE9592 CODE ComMNAtCNo bar SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation CenifiCate for (1) community offidal, (2) insurance agent/company, and (3) building owner. COMMENTS Item C3.e - HVAC condenser unit Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION ($URVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) f ForZone AO arta Zone A (without BFE), complete items Et through E4:If the EJeva M Cart'dicate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. Et. Building Diagram Number I (SeIW the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) Of the building is _, A,(m) pin.(om) ❑ above or D below (check one) the highest adjaoeM grade. (Use grade, If available). E3. For Building Diagrams 6$ with openings (*page 7), Menem higher floor or elevated floor (elevation b) of the building is _ft. (m} `in.(om} above the highest adjacent grade. Complete items C3.h and C3.1 on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is fl.(m)i natural grade, if available). n.(rnt) above pr 0 below (chi one) the highest ad)acent grade. (Use E5. For Zone AO only. If no flood depth number is available, is the top of the b ttom floor elevated in accordance,Mth the oommunitys floodpfatn management ordnance? EQ Yes Q No [J Unknown. The local official must certify this information in Section G. SECTION F • PROPERii' OWNER OR OWNER'S REPRESENTATIVE CERTIFICATION The pmpedy Owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C31 only), and E for Zane A (without a FEMA4ssued or community- issued BFE) or Zone AO must sign here, fie statements in Seaton A, A C, and E are coned to fhe best ofmyknoMedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME Wes Gilbert, Principal Gilbert En 'neerina ADDRESS CITY STATE 7g Declaration Drive Suite 101 Chico 21P CODE SIGNATURE DATE CA 95973 ---D03TELEPHONE C�'MMENTS 530 899503 COMPONENT <=100SQ.FT L 99SQ. 500-999SQ.FT 1000>SQ.FT Ceiling Insulation R-19 R-38 R-38 R-38 Wall Insulation R-13 R-13 R-13 R-19 Floor Insulation R-19 R-19 R-19 R-19 Radiant Barrier Required Required Required Required Glass U -factor .75 .75 .65 .65 Max.area of glass 50 sq.ft 16% plus removed 16%plus removed 16% Solar heat gain NSEW: .40 40 40 40 Heat, Electric resistance Not allowed Not allowed Not allowed Not allowed Heat, Gas AFUE 78% AFUE 78% AFUE 78% AFUE 78% Heat Pump -Split HSPF 6.8 HSPF 6.8 HSPF 6.8 HSPF 6.8 Heat Pump Package HSPF 6.6 HSPF 6.6 HSPF 6.6 HSPF 6.6 Cooling -Split SEER 10 SEER 10 SEER 10 SEER 10 Cooling Package SEER 9.7 SEER 9.7 SEER 9.7 SEER 9.7 Thermostatic expansion valve* Required on new split A/C systems Required on new split A/C systems Required on new split AIC systems Required on new split AIC systems Duct Insulation Duct Sealing` R-4.2 Required R-4.2 Required R-4.2 Required R-4.2 Required Additional water heater: i AC AAI AI TCn�I♦rn•r Any which meets budget I .+. ..... ... ...._.. Any which meets budget .. ..... .. ... ___- Any which meets budget Any which meets budget .I,� I I V .��r�cnvv rr 11 n r IVIP1nnv1U1V1 UAU U -1 -AL, l UK AIVU A MAXIMUM 0.35 SOLAR HEAT GAIN COEFFICIENT, AND A ;I 11.0 SEER SPACE COOLING SYSTEM CAN BE SUBSTITUTED FOR DUCT SEALING AND THERMOSTIC EXPANSION VALVE. SEALED DUCTS AND THERMOSTATIC VALVE REQUIRES SPECIAL INSPECTION BY HERS RATER. PROVIDE INFILTRATION CONTROL - WEATHERSTRIP DOORS, CERTIFIED WINDOWS, CAULKING. LIGHTING KITCHEN AND BATH NOT LESS THAN 40 LUMENSIWATT DUCTS TO MEET.REQUIREMENTS OF UNIFORM MECHANICAL CODE -CHAPTER 6. DESIGN COMPLIANCE STATEMENT: THE ABOVE BUILDING DESIGN MEETS THE REQUIREMENTS OF TITLE 24, PARTS 1 AND 6 OF THE CALIFORNIA CODE OF REGULATIONS. PROPERTY OWNER OR CONTRATOR C--- --� /v`---� (6/1/01 v / TKP« CG b l f,Nb 1y voxW1,-7 rl- r Mu REVISIONS I BY! 1 A� I du691, Rx.a4sr 9&- �ro,G) Fico/� - / l/ 0'� fth�-;-S � �Z(`�5�'�' ¢��l4 J' %�7�' "� L S iG�- G � � . CA. ►5,Ci5'C_ LAS; Z44,f> ��s'Cr7� -- - NA:* OS.3 ,�.. q1 It, 9cl .40 WbIL-, �: 2C/ i9►�5,/ �r Dat f2�2'�f Ove' VMS i5. scale *O I All materials at or below Base _ r . "' Drawn �/ REVISIONS 1 BY I I I . 1 ,y r • 'r I . 1 ,y o Eft to N ax�o In a rA b Q M O M W4 M Q � v a M �M MM I . 1 ,y o Date ScaleA4M Drawn Job Sheet Of Sheets 4 r s .r r 0 4 r s .r 0 ° .r... .ter. .,.....r w - .+++.-.... ...� .-. .-. Z P 40 OZ -S 0 0 0 t _ e ao o d�r .° N�1IJ tGia it✓L 10 'Or- Agmw4t> i ZS I� a � ANo as o o 1 le WA LAIVF OkCfiA P 0 SD r A6. ec", � o o a o V + !,,ro«.► or- ter, i7.4 *-9 MIA Avg. LX, lzrAwm) or Ac �e,■■//((� + ����' j jam] '"'""""_ _` 1 O o -r.)* 0 0 PZore-,VAIL REVISIONS BY Date�31 Scale&om Drawn 0 Job/, 1 Sheets Of 3 Sheets 0 bd co co t� o A D M M ?A v i, Wx' Q N C� co In M ClAft � V Date�31 Scale&om Drawn 0 Job/, 1 Sheets Of 3 Sheets NORTH + L MARYBILL RANCH ROAD 10"71.'7' . . . . 1 All materials at or below Base Flood Elevation shall be flood resistant. ruUre occupancy changes-wifr-De - required to meet FEMA regulations required at the time of permit application for a new occupancy change or tenant improvement -.30ILDING 0- IVIS- APP`t PLANNING DIVISION - BUILDING APPROVAL Use: ate: Parking: Landscaping: Other. Signature . . 982.9' ■�1 MARY LL t</ --,NCH ROAD\ EDSE F PAVEMENT (E) 24'x20' AG. BLDG. E 125 GAL. --�20'-S.B� - SEPTIC TANK _------_--�__ -- =� --- -- —(E) LEACH 7 FIELD I S'-0" SITE FLA SCALE 1"=4(0'-O" I PROPO ED (E) WLL CARPORT \ c \ 100' SEPTIC FREE RADIUS d 6'_0�� \ 0 I \ m I (E) HELL e (E) 22'x42' AG. BLDG! I 25 S.B. I I I I (E 42'x22' AG. B DG. �� NOTE GREGORY j� T �J ARcy� CIN OTE: SITE CONDITIONS G A � � PROPERTY OWNER IS RESPONSIBLE FOR v DETERMINING LOCATIONS OF PROPERTY LINES ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE ARCHITECT T CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED ' NO. C2 Z8 AND EASEMENTS AND MAINTAINING REQUIRED PLANS' EXCESSIVE SLOPES 0 Q SETBACKS FROM PROPERTY LINES AND O . EXPANSIVE SOILS 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 y�,C�RE". /07 �� EA5EMENTS. A SURVEY MAY BE REQUIRED IF . EXCESSIVE CUTS OR FILLS I( DETERMINED NECESSARY BY THE BUILDING . ALTERATIONS TO NATURAL DRAINAGE OFFICIAL. • OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS LONGFELLOW LUMBER CO. INC. Quality. Design • Floor, Wall & Roof Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 8.93-0112 9 (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: Joe Baron �++ I V it \ .6.1 Ll\ Address: Marybill Road Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Durham Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY AP#: Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 -20E (Rev. 5/05) May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads M!Tek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 6761909 TELEPHONE (916) 6761900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. Q�pFESSlp ONG�2� m NO. 049919 EXP -30-04 Redong IV Director of F g4tio� Western Operations RY/ek 4 r y r s -Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 • Center plate on joint unless -► ~ 1 /a Damage or Personal Injury dimensions Indicate otherwise. Dimensions are In Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other Interested parties. `2 C3 J5 2. Cut members to bear tightly against each /s" '♦ o other. a 3. Place plates on each face of truss at each U 3' a O joint and embed fully, Avoid knots and wane av at joint locations. ' For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices ce a c6 plates 1/8" from outside edge of at 1/4 panel length (±6" from adjacent joint.) , truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of "This symbol indicates the fabrication, required direction of slots In connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nall Joint/Plate Placement Chart NUMBERED FROM LEFT TO RIGHT WEBS ARE NUM . practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In The first dimension Is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension Is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided. at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at IOff. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling Is Installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. Emma BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or aftertruss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and Installation of trusses. HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. ".�`, j r-, •-e GANG -NAIL 2-0.0 r 4.0-11 8-10-4 11-7-8 , 15-0.0 , 18-4-8 i 21-1-12 , 25-11-5_ 30.0.0 2-0.0 4.0.11 4-9-9 2-9.4 3.4-8 5x6 (13.48 2-9.4 4-9.9 40.11 2-0.0 Scale =1:74.6 8 18 17 16 ""' i 5x6 i 6x6 = 6x8 = 6x6 = 5x6 � i 40.11 , 8.10.4 } 21-1-12 25-11-5 _r_ 30-0-0 , 40.11 49-9 12-3-8 49-9 4.0-11 LUMBER TOP CHORD 2 X 6 DF SS G BOT CHORD 2 X 8 DF SS G WEBS 2 X 4 DF Std G SLIDER Left 2 X 8 DF SS -G 2-6-15, Right 2 X 8 DF SS -G 2-6-15 REACTIONS (Ib/size) 2=1801/0-3-8,14=1801/0-3-8 Max Horz2=159(load case 3) Sheathed or 4-6-4 oc purtins. Rigid ceiling directly applied or 10=0-0 oc bracing. 1 Brace at Jt(s): 19 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=2441/0, 3-4=2372/0, 4-5=2319/0, 5-6=2189/0, 6-7=1706/0, 7-8=-31/318, 8-9=31/318, 9-10=-1706/0, 10-11=2189/0, 11-12=2319/0, 12-13=-2372/0, 13-14=-2439/0, 14-15=0/18 BOT CHORD 2-18=0/1763,17-18=0/1775,16-17=011775,14-16=0/1763 WEBS 1 7-19=2149/0, 9-19=2149/0, 6-18=0/878, 10-16=0/878, 4-18=70/165, 12-16=70/166, 8-19=0/132 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 I t above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 30 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Ceiling dead load (7.0 psf) on member(s). 6-7, 9-10, 7-19, 9-19 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 16-18 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard hiss I BARROW ATTIC �Ype���""� r0TT'1-----T777�: ATTIC t IIIIJob Reference (optional} 2-0.0 r 4.0-11 8-10-4 11-7-8 , 15-0.0 , 18-4-8 i 21-1-12 , 25-11-5_ 30.0.0 2-0.0 4.0.11 4-9-9 2-9.4 3.4-8 5x6 (13.48 2-9.4 4-9.9 40.11 2-0.0 Scale =1:74.6 8 18 17 16 ""' i 5x6 i 6x6 = 6x8 = 6x6 = 5x6 � i 40.11 , 8.10.4 } 21-1-12 25-11-5 _r_ 30-0-0 , 40.11 49-9 12-3-8 49-9 4.0-11 LUMBER TOP CHORD 2 X 6 DF SS G BOT CHORD 2 X 8 DF SS G WEBS 2 X 4 DF Std G SLIDER Left 2 X 8 DF SS -G 2-6-15, Right 2 X 8 DF SS -G 2-6-15 REACTIONS (Ib/size) 2=1801/0-3-8,14=1801/0-3-8 Max Horz2=159(load case 3) Sheathed or 4-6-4 oc purtins. Rigid ceiling directly applied or 10=0-0 oc bracing. 1 Brace at Jt(s): 19 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=2441/0, 3-4=2372/0, 4-5=2319/0, 5-6=2189/0, 6-7=1706/0, 7-8=-31/318, 8-9=31/318, 9-10=-1706/0, 10-11=2189/0, 11-12=2319/0, 12-13=-2372/0, 13-14=-2439/0, 14-15=0/18 BOT CHORD 2-18=0/1763,17-18=0/1775,16-17=011775,14-16=0/1763 WEBS 1 7-19=2149/0, 9-19=2149/0, 6-18=0/878, 10-16=0/878, 4-18=70/165, 12-16=70/166, 8-19=0/132 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 I t above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 30 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Ceiling dead load (7.0 psf) on member(s). 6-7, 9-10, 7-19, 9-19 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 16-18 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard FRONT/REAR ELE\/AT I CSN 1/6"=1' SHIN6LE ROOF. HARDI PANEL SIDING, TYP. ALL SIDES LFFT/R 1 OHT FLFVAT I ON VV=I'-O" P.T. SILL W/ Y2 " 0 x 12" A.B. ® 6' O.G. AND 12" MAX. FROM ENDS W/ 2"x2"xg�{6" PLATE WASHERS, TYP. 4" GONG. SLAB z Z O/ 4" BASE FINISH GRADE • II�. •' � 'i 6e =1 I i-1 I I III„I I I, I 11= 11=1 I-1 11=1 11=1_I 1=1 14, I S I �- z NAT. � '-1I1=1I1=1 I -III -III-I11-I I n -1 I I-1 �' #4 TOP Ii l I I I; I a a” i �' E30TTOM - -I I I_ -III— ►2" _z cf1 O ARAOF. FOOT I NO o I F -IS 1" = 1'-0" o ROOF NOTES: I. ROOF FRMG. SHALL BE 4. ROOF GOVERIN6 SHALL BE COMP. PRE -MFR. TRUSSES ® SHINGLE 0/15# FELT 0//1/2" GDX. OR 055. 24 O.G. 5. PROVIDE ATTIC, VENTILATION EQUAL 2. ROOF PITCH SHALL BE TO 1/300 (ONE 50. FT. PER 300 50. FT. 8:12, TYP. ATTIC, SPACE) PROVIDE (2) 14"x24" G.E. VENTS AND (10) 3 1/2" x 22 3/6" SAVE VENTS. 3. ROOF O.H. SHALL BE 2'-0" TYP. ROOF PLAN 1/6"=1'-O" a] 51 FOUNDATION PLAN 1/4"=1'-O" 5 E G T I O N A : I 1/4"=1'-0" a I BRACED NALL PANEL5 CV__I I NET 3/8" GDX PLYWD. W/6d's ® 6", 12" O.G. / O I/2" MIN. THICK F. BD. (4 FT. 5HT5.) W/5d A ® 7" O.G. 0 ALL SUPPORTS, 6 FT. MIN. LENGTH OR 4 FT. MIN. LENGTH IF APPLIED TO BOTH SIDES. O7/8 GtMENT PLASTER WITH METAL LATHE FASTENED ® 6" O.G. ® ALL SUPPORTS WITH APPROVED CARPORT FASTENER5. IO' GL6. ONET 5/6" THICK HARDBOARD PANEL SIDIN6 WITH bd ® 4'; 6" O.G. FLUOR. O"SIMPLEX" STRUCTURAL GRADE THERMO-PLY STORM BRACE WITH NO. 16 6A. GALV. STAPLES WITH 7/16" GROWN AND 1 1/4" LEGS ® 3", 6" O.G. STAPLES SHALL BE INSTALLED WITH CROWNS PARALLEL TO FRAMING MEMBER TO WHICH IT 15 ATTACHED. I. SILL "LINO AT BRACED WALL PANELS SHALL BE I(od ® 5" O.G. (WHERE APPLICABLE). 2 "x30" 2. PANEL SHALL SPAN THREE STUD BAYS, BE 4'-0" ATTIC, JS MIN. WIDE, AND HAVE ALL EDGES BLOCKED. GFI 3. WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL I LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH BRACED WALL PANELS. 4.0' o SILL PLATES SHALL BE FASTENED I WITH "HILTI" KBIT 12-254 SLEEVE ANCHORS OR EQUIVALENT ® 12" FROM EACH END OF EACH BRACED WALL PANEL. O O USE "SIMPSON" BP 5/6 W -2 WASHERS. 5. 4.0' THE 2001 CBC, CMC, CPC, 2004 CEC, AND 2005 CALIFORNIA ENERGY STANDARD AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT FLOOR PLAN AREAS: BUILDING PERMIT# ®'- ®Y O ASSESSOR'S PARCEL# 0Y®r Q2®•-'039 CARPORT: c1OO 50. FT. Revisions By N t, 00 0 N �. i � N M wIn 01 U �I o U a U d M z O DO e+-�I C\? H C-) LoE Z O Q � 0 A,A.CA%�, -'j��,(la No. 1 3 REN 7/ 7 � CAS-��� DIXON GA�RPORT Date 2/6/2007 Scale S Drawn JL5 Job 07-1108 Sheet of One Sheets Y L-7 OWNER: E3P# 07,0'100 APN: 0'10 — 07-10— 03q FILE COPY ci 0 cn cm A cz P -q —i - - a