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HomeMy WebLinkAboutB17-0616 000-000-0001i1'—Ilf�lfo �1 3 Ill' 24!6-016 COV POP( it 4'6!2017 1'('1 t KI 383 Rio Undo Ave, Chico, CA 95926 p. (530) 592-4407 www.summitchico.com Structural Calculations For: Client: Bret Wayland Project: Deck Remodel Address: 1685 Skyway, Chico, CA a C7 M * EXP. * PERMIT4+ CIVILBUTTTE�C'O`U[NTY D�E�V/ELOPMENT SERVIICCES RIE COF CAUT r.� i MLI GE PATE 412 �1 - -�Y- Note: Summit Structural Design (SSD) is not responsible for on-site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. SSD is not responsible for any structural element or system not specifically noted in this set of specifications/calculations unless authorized in writing by SSD. Workmanship shall be of the highest quality and in all cases shall follow accepted construction practice, the latest edition of the California Building Code, and local building department standards. Summit Structural Design PROJECT: Deck Remodel STRUCTURAL NOTES 1, GENERAL A) ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL. AGREEMENT WITH THE LATEST, BUILDING DEPARTMENT APPROVED, STRUCTURAL DRAWINGS. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENTTHE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARYTO PROTECTTHE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BYTHE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHTTO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC-) .) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: EPDXY/MECHANICAL CONCRETE ANCHORS (IF APPLICABLE) THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICSO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1,500 PSF PER CBC TABLE 1804,2. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL, G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES, AND SHALL BE COMPACTED A MINIMUM OF 90%. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS, SLOPE PIPE TO DRAIN TO DAYLIGHT. J) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF THE 2016 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2016 CBC, K) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS AND UNDERLYING SOILS. 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N Z ct C U LL O Q N X Ln O L" l7 S U Q N 3 ti S CO W w vi N DO N w <. tii to FS-- O Q v=i V) ca M H Q � Z N m _J N S 2 2 m v w_ G 0 N w T D Q O Q p J} J J m¢ U Z- m Q LL_ Q N W Z m 0 0- Z O U Q O a (7 O Z> Q Z w w w pw S O a Q 2 N 2 }0 ' x x 0 Q= m w °° LL Z a Q= Z) Q~ w U= Q Q J x Q w U in Q N N U Z w N a ry Q a cn LL V) Cl. M w Q LL ui �C ei u u 0 Li Summit Structural Design PROJECT: Deck Remodel 6. EXPOSED BEAMS SHALL BE DF-Lltl APPEARANCE GRADE FREE OF HEART CENTERS (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE HOT DIPPED GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. BOLTS EXPOSED TO WEATHER SHALL BE GALVANIZED. 11.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) ALL METAL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO WOOD. 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.9.1, B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS; LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTOR'S OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE, WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS, THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" 6.4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS ATM] D -H EIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK-BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. D.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. E.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. F.) SEE NOTE 6-1 D. FOR SILL AND ANCHOR BOLT SPECIFICATIONS. G.) WALL FRAMING RECEIVING NAILING AT 3" O.C. OR LESS SHALL BE 3X NOMINAL LINO PER PLANS AND DETAILS. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB, D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. Summit Structural Design PROJECT: Deck Remodel E.) FASTENERS IN PRESERVATIVE OR FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED GALVANIZED. 8-2 CUT AND STACKED ROOF FRAMING, A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CBC 2308.10). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. 9. DESIGN LOADS A) ALL DESIGN LOADS ARE PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD: 16 PSF C) SEISMIC ZONE: D D) WIND SPEED: 110 rAPI-i EXP C Summit Structural Design Project: Deck Remodel Engineer: RKB Design of : Gravity Loads Gravity Loads: Roof Slope= 3.25 to 12 Roof Dead Load Ply 1.5 psf Roofing 3.0 psf Framing 3.0 psf Clg 4.0 psf Insul 0.0 psf Misc. 3.3 psf Total (sloped) 14.8 psf Total (horiz) 15.0 psf Roof Live Load Roof Live Load 20.0 psf Wall Dead Load Siding 3.0 psf (exterior) 2x Framing 1.7 psf Gyp. 0 psf Insul. 0.0 psf Total 4.7 psf Wall Dead Load 2x4 Framing @ 16" o.c. 1.6 psf (interior) Total 1.6 psf Floor Dead Load Framing @ 16" ox. 2.5 psf 3/4" ply 2.25 psf Flooring 10 psf Misc. 3.2 psf Total 18.0 psf Floor Live Load Residential 40.0 psf Project: Deck Remodel Engineer: RKB Desi,an of: Wall Line Shear Forces due to Seismic Roof Ist floor Veq(lbs) Veq(lbs) Roof Area (ft') Floor Area (ft2) Ultimate Ws Roof 330 0 597 427 1st Floor 0 324 405 289 Area (ft) Weight (lbs) Roof 330 4955 Floor 0 0 Walls(ext) 8 0 0 Walls(int) 8 0 0 Total 4955 Area (ft) Weight (lbs) Roof 0 0 Floor/Deck 324 5816 Height (ft) Length (ft) Weight (lbs) Walls(ext) 7 72 1184 Walls(int) 7 36 202 _ Total 7202 Veq(lbs) Veq(lbs) Roof Area (ft') Floor Area (ft2) Ultimate Ws Roof 330 0 597 427 1st Floor 0 324 405 289 Summit Structural Design Project: Deck Remodel Engineer: RKB Design of: Wall Line Shear Forces due to Seismic (cont.) Trib Area (ft) Line Shear (Ibs) Wall Line Roof Floor W/S Roof Level 1 165 213 2 165 213 A 165 213 B 165 213 Second Level 1 2 A B 162 145 162 145 124 111 200 179 rho Line Shear (Ibs) W/S 1.30 277 1.30 277 1.30 277 1.30 277 1.30 188 1.30 188 1.30 144 1.30 232 �'�� � =.t., feet 1000 "°�.., bf g Earth .® 500 ,gle MUSES Design Maps Summary Report User -Specified Input Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data avaliable In 2008) Site Coordinates 39.710N, 121.770W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III SS = 0.615 g SMS = 0.804 g SOS = 0,536 g S1 = 0.270 g SM, = 0.502 g Sol = 0.335 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEa Response Spectrum 0.90 0.81 0.72 0.63 ,. 0.51 0.15 0.3c- 0.27 .- 0.19- 0.09 0.00 -I--i -i 0.00 0.20 0.40 O.GO 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Design Response Spectrum 0.55 0.49 0.42 T 0.30 W 0.24 0.19 0.12 0.06 0.00 0.00 0.20 0.40 O.GO 0.90 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Although this information is a product of the U.S. Geological survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. Summit Structural Design Project: Deck Remodel Pager Engineer: RKB Date: 2/6/2017 Design of: Seismic Load Development (ASCE 7-10) Ss 0.61.5 Mapped 0.2 sec spectral response 51 0.27 Mapped 1 sec spectral response Site Class` p ♦ In accordance with Ch 20. SMS 0.80 Max Considered EQ SM1 0.50 Max Considered EQ SDS 0.536 Design Spectral Response (0.2 Sec) SDI 0.335 Design Spectral Response (1.0 Sec) Seismic Design Category D Occupancy 2 I 1 TL 16 System Light Framed Shear Walls R 6.5 Omega 3 Cd 4 Ht Limit 65 Cs 0.08 12.8-2 Max Cs 0.34 Min Cs 0.02 (.01 outside of SJ) Ct 0.02 x 0.75 Ta 0.15 Cu 1.4 Max T 0.21 No limit for drift Use T 0.15 Alt Ss 0.615 Ss may be 1.5 if 5 stories and regular V= 0.082 *W Height to Roof (hn) = 15 ft V= 1.0 k Vert Dist Exp. (k) 1 Level Story Ht. (ft} hi (ft) wi (kips) (wi*hi)(kip-ft) Cvx Veq (kips) S VEQ (kips) Diaph. (kips) ROOF 8 15 5 74 0.60 0.6 1 1 2nd 7 7 7 50 0.40 0.4 1 1st 0 0 0 0 0.00 0.0 1.0 1 R.2 1 125 VL Summit Structural Design Project: Deck Remodel Engineer; RKB Design of: MWFRS-Envelope Procedure (ASCE 7-10, Section 28.6) Conditions; 1. Simple Diaphragm 2. Low-rise 3. Enclosed 4. Regular Shaped 5, Not Flexible 6, Not Subject to: a) across wind loading b) vortex shedding c) Instability (gallup/flutter) d) channeling effect e) buffeting (upwind obstructions) 7. Approx, Symetrical Cross Section With Flat, Gable, or Hip Roof 5 45° 8. Exempt From Torsional Load Cases Indicated in Note 5 of Fig. 28.4-1, or the Torsional Load Cases do not Control the Design; (1) story and h530 ft. or (2) story max and light framed or (2) story max and flex. diaphragm 2aL= 6,0 ft. 2aT= 6.0 ft. CLQ CASE 6 I �uS.E--C-)=Q.} Adjustment Factor for Bldg Height and Exposure, X 0= �j� � i �•, rrA. CASE" A Mean Roof Exposure CASE 0'.."�v+ C L= 18 Long. Bldg, Dim. (ft) T= 18 Transv. Bldg. Dim. (ft) 4 V= 110 Basic Wind Speed (110 or 115 mph) LCF= 0.60 Load Combination Factor N= 1,21 Adjustment Factor K,t= 1.00 Topographic Factor h= 16 Mean Roof Height (ft) Adjustment Factor for Bldg Height and Exposure, X 0= 15 Closest Roof Angle Mean Roof Exposure _-_ r 6 C D (5°,10°,15°,20°,25°,or 30') Ht, (ft) MWFRS Wind Loads (psf), ps=LCF*X*Kzt*ps30 15 1.00 1,21 1.47 n ps, 0=0 ps, 0=15 Min. Net Ovhg. 20 1.00 1.29 1.55 13.9 1 9.6 251.00 1.35 1.61 k 0.0 4.8 1.00 1.40 1.66 ,2 13. 96 35 1.0 1,451 0 0 0.0 4.8 40 1.09 1.49 1.74 E-110 -16.8 -16.8 -23.4 45 1.12 1,53 1.78 F-110 -9.5 9 -11,0 50 1.16 1.56 1.81 G-110 - 6 -11.6 -18,4 55 1,19 1.59 1.84 u_ E n -7.3 0 1.2 1.62 1.87 II Summit Structural Design Project: Deck Remodel Engineer: RKB Design of : C+C-Envelope Procedure (ASCE 7-10, Section 30.5) Conditions: 1. Mean Roof Height _< 60 ft. C1� ''i) ; j`,j " V 2. Enclosed I�� n 3. RegularShaped 4. Not Subject to: i `�,:o a) across wind loading HIP ROOF (7'< 0:5,251 RCOF (25'< A <27') b) vortex shedding (wM (0) c) Instability (gall up/flutter) ��� d) channeling effect 4, az e) buffeting (upwind obstructions) 5. Flat Roof or Gable Roof <_ 45% or Hip Roof <_ 27° Adjustment Factor for Bldg Height and Exposure, ]� ~� ~� can Exposure FLAT ROOF and CABLE ROOF (7'<, F) !�45'� Roof Ht. B C D CABLE RC)OF (0,7.1 15 1.00 1.21 1.47 L= 18 Long. Bldg. Dim. (ft) 20 1.00 1.29 1.55 a (ft) = 3.0 T= 18 Transv. Bldg. Dim. (ft) 25 1.00 1.35 1.61 V= 110 Basic Wind Speed (110 or 115 mph) 30 1.00 1.40 1.66 LCF= 0.6 Load Combination Factor 35 1.05 1.45 1.70 A= 1.21 Adjustment Factor 40 1.09 1.49 1.74 KZ1= 1 Topographic Factor 45 1.12 1.53 1.78 h= 16 Mean Roof Height (ft) 50 1.16 1.56 1.81 RAN= 2 Roof Angle Number (1=0°-7°, 2=8°-27°, 3=28% 55 1.19 1.59 1.84 45°) 60 1.22 1.62 1.87 C+C Wind Loads (psf), Pnet=LCF*X*I<zt*Pnet3o EWA Pnet Ovhg. EWA Pnet Loc. Zone (ft') + - - Loc. Zone (ft) + - 4 10 15.8 -17.1 1 10 11. -14.4 4 20 15.1 -16.4 1 20 11.6 -14.1 4 50 14.2 -15.5 1 50 11.6 -13.5 4 100 13.4 -14.8 1 100 11.6 -13.1 4 500 11.8 -13.1 2 10 11.6 -25.2 -29.5 0 5 10 15.8 -21.1 2 20 11.6 -23.2 -29.5 , 5 20 15.1 -19.7 2 50 11.6 .5 -29.5 2 100 11.6 -18.5 -29.5 5 50 14.2 -17.9 5 lool 13.4 -16.4 3 10 11.6 -37.2 -49.6 5 500 1 11.8 -13.1 3 20 11.6 -34.8 -44.7 3 50 11.6 1 -31.6 -38.3 100 11.6 1 -29.2 1 -33.5 its Summit Structural Design Project: Deck Remodel Engineer: RKa Design of: Wind Loads A B C D End Zone End Zone Int. Zone Int. Zone Line Min, Net Wall Line Wall Area Roof Area Wall Area Roof Area Shear (lbs) Shear (lbs) Control 1 15 5 255 192 255 2 15 5 255 192 255 A 15 21 174 245 245 B 8 11 6 18 210 274 274 1 30 15 556 432 556 2 30 15 556 432 556 A 35 407 336 407 6 30 23 792 509 792 is Summit Structural Design Project: Deck Remodel Engineer: RKB Design of : Lateral Force Summary Wall Line Wind Shear (lbs) Seismic Shear (lbs) Control 1 255 277 Seismic 2 255 277 Seismic A 245 277 Seismic B 274 277 Seismic 1 812 465 Wind 2 812 465 Wind A 651 421 Wind B 1066 510 Wind Summit Structural Design Project: Deck Remodel Engineer: RKB Design of: Shear Wails Panel Thickness Panel Orientation Nail Type Anchor Bold Dlam. Stud Spacing Spec Grav Of Framing Fnd Sill Plate Grade AB In 2X Sill AB in 3X Sill Sill Plate/Rim Anchorage Index 4 Nail 1 12d 2 16d 3 20d 4 30d 5 1/4" SDS 6 A35 7 A34 Sia . , _y'' ............ Short Dimension Across Studs c; 8d 1/2 16 In o.c. 0.5 DF -L 620 lbs 730 lbs Nail igth (in) Diam. (in) Embed (in) 3.25 0.135 1.75 3.5 0.148 2.00 4 0.177 2.50 4.5 0.192 3.00 3.5 0.25 2.00 Shear Wall 189 SW Plate Fastening Edge Nail (in) Load (Ibs) Fastener # Spacing 6 260 1 7.6 Inches 4* 350 1 5.7 inches 4, Note 1 380 1 5.2 inches 3, Note 1 490 1 4.0 inches 2, Note 1 640 1 3.1 inches 44, Note 1 760 3 4.1 inches 33, Note 1 980 3 3.2 inches 22, Note 1 1280 3 2.4 inches 1. Use 3X framing at adjacent panel edges and stagger nailing Cd Load 1.6 189 1.6 261 1.6 272 1.6 544 1.6 695 1.6 515 SW Rim Fastening (No Ply E.N.) AB Spacing (ft) Fastener # Spacing 2X Sill 3X Sill 6 32.1 inches 3.82 4,49 6 23.8 inches 2.83 3.34 6 21.9 inches 1.31 3.07 6 17.0 inches 1,01 2.38 6 13.0 inches NG 1.83 6 11.0 inches NG 1.54 6 8.5 inches NG 1.19 6 6.5 inches NG 0.91 Summit Structural Design Project: Deck Remodel Engineer: RKB esign of: Shear Wall Framing Total Resistive Segment Segment Lateral Wall Edge Overall Resistive Aspect Gravity OT OT Righting Net Wall Load Length Load Nail Length Length Ratio Load Height Moment Moment M/0 Line ilbs) (ft) (plf) in (ft) (ft) Factor (Ib/ft) (ft) (ft -Ib) (ft -Ib) (ib) 1-w 255 1 -eq 277 2-w 255tt 2 -eq 277 V �� G �'j?'� (� �S a t ��L.. CN( i A -w 245 A -eq 277 B -w 274 B -eq 277 1-w 812 13.50 60 6" 13.50 13.50 1.00 150 6 4870 13669 -247 1 -eq 465 13.50 34 6" 13.50 13.50 1.00 ISO 6 2793 13669 -401 2-w 812 18.00 45 6" 18.00 18.00 1.00 ISO 6 4870 24300 -539 2 -eq 465 18.00 26 6" 18.00 18.00 1.00 150 6 2793 24300 -655 A -w 651 7.50 87 6" 7.50 7.50 1.00 ISO 6 3908 4219 184 A -eq 421 7.50 56 7.50 7.50 1.00 ISO 6 2528 4219 0 8-w 1066 �t �ti� f6" 4f Tt`i / C^.i,P1 ri:,3%t B - eq q 510 Summit Project: Deck Remodel Engineer: RKB Design of : Lateral Drags Structural Design Lateral Overall Shear per Length to Drag Drag Wall Load Length Foot be dragged Load Type Line (lbs) (ft) (pif) (ft) (lbs) if applicable 1-w 255 14.00 18.2 7.00 128 A 1-eq 277 14.00 19.8 7.00 139 A 2-w 255 14.00 18.2 7.00 128 A 2-eq 277 14.00 19.8 7.00 139 A A-w 245 18.00 13.6 9.00 122 A A-eq 277 18.00 15.4 9.00 139 A B-w 274 18.00 15.2 9.00 137 A B-eq 277 18.00 15.4 9.00 139 A 1-w 812 14.00 58.0 1.00 58 A 1-eq 465 14.00 33.2 1.00 33 A 2-w 812 18.00 45.1 1.00 45 A 2-eq 465 18.00 25.9 1.00 26 A A-w 651 18.00 36.2 1.00 36 A A-eq 421 18.00 23.4 1.00 23 A B-w 1066 18,00 59.2 5.00 296 A B-eq 510 18.00 28.3 5.00 142 A Summit Structural Design Project: Deck Remodel Engineer: RKB Design of: Foundations Allowable Soil Bearing: 1500 psf Concrete Compressive Strength: 2500 psi Concrete Stem Wall (Non -Retaining): F1 6" wide with (1) #4 continuous at top and bottom of wall and #4 at 18" o.c. full height. Provide #4 at 18" ox. vertical developed by hook into footing, U.N.O. Continuous footings: 1.5 Width (in) Thick. (in) Cap (pif) Reinforcing 12 12 1500 (2) #4 cont. 15 12 1875 (2) #4 cont. 18 12 2250 (3) #4 cont. 24 12 3000 (3) 44 cont. 30 12 3750 (4) #4 cont. Spread Footings: Reinforcing Cap. Label Size Thick. (in) Each Way Kips F1 1'-0" Sq. 12 (1) #4 1.5 F1.5 1'-6" Sq. 12 (2) #4 3.375 F2 2'-0" Sq. 12 (3) #4 6 F2.5 2'-6" Sq. 12 (4) #4 9.375 F3 3'-0" Sq. 12 (4) #4 13.5 F3.5 3'-6" Sq. 12 (5) #4 18.375 F4 4'-0" Sq. 12 (5) #4 24 F4.5 4'-6" Sq. 12 (6) #4 30.375 F5 5'-0" Sq. 12 (7) #4 37.5 F5.5 5'-6" Sq. 12 (5) #5 45.375 F6 6'-0" Sq. 18 (8) #5 54 F6.5 6'-6" Sq. 18 (9) #5 63.375 Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. COMPANY PROJECT Summit Structural Design Wo® d A o r k �® Feb. 2, 2017 13:20 sOVrnvtiARf torr w0oa amen• Typical Post Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: (Load I Type IDistributionlPat-I Location (ftll Magnitude (Unit tern Start End Start End Loa nI lbartriquaxe Ivoint I No .90 1 7 8 Q Ilbs Maximum Reactions (lbs) and Bearing Lengths (in) 3" 15'-6" Unfactored: sSs Va Ana! lue Desi n Value Ana lysis/Oesi(n ' ear Dead Fv 272 iv/ c' n. 0.08 Bending I-) fb - 847 r-..arthquak -881 fb/Fb' - 0.44 1661 negligible Factored: Interior Dead Live -0.07 = <L/999 0.48 Uplift C17 Total -0.07 <L/999 0.73 n L/120 Total. Bearing: Cantil. Dead negligible 1163 Length 5.50 1.10 5.50 0,81 Total Min re 'd 1.00• L/60 1.00• rvnnnnuui uaeuny ianyui auuny usou. , w, unvrw, suppuns Timber -soft, D.Fir•L, No. 1, 8x8 (7.1/4"x7-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Total length: 15'-11.0'; Lateral support. top- at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NOS 2012! Criterion sSs Va Ana! lue Desi n Value Ana lysis/Oesi(n ' ear tv == 1 Fv 272 iv/ c' n. 0.08 Bending I-) fb - 847 Fb 1920 fb/Fb' - 0.44 Deflection: negligible Interior Dead Live -0.07 = <L/999 0.48 L/180 0.15 Total -0.07 <L/999 0.73 n L/120 0.10 Cantil. Dead negligible Live 0,89 " L/110 1.10 L/90 0,81 Total 0.89 - L/110 1.65 L/60 0.54 Additional Data: FACTORS: F/E(psi)CD CM Ct C!, CF Cfu Cr Cfrt C1 Cn LCB Fv' 1'70 1.60 I.tlO I.00 - - - - 1.00 1.00 1.00 2 Fb'- 120U 1.60 1.00 1.00 1.000 ].000 1.00 1.00 1.00 1.00 - 2 F_ -P' 62:; 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: fihear: LC 02 .7E, V - 617, V design 61'7 lbs Banding; - It LC 42 ,7L', M . 4404 lbs -ft !}'erlection: LC 02 .7E (live) LC 02 .7E (total) D=dead L -live S -snow 11 -wind I"impact Lr -roof live Lc -concentrated E -earthquake All LCIS are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: El 368eO6 lb -int "Live" deflection s Deflection from all non -dead loads (live, wind, snow.-) Total Deflection 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWofks analysis and design are in accordance with the ICC International Building Code (IRC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3, Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 213 of 2 span beams and to the full length of cantilevers and other spans 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 1� COMPANY PROJECT Summit Structural Design WoodWorks Feb. 2, 2017 14:12 SOFIRVARF rop w000 OVIGv Typical Deck Joist I Design Check Calculation Sheet WoodWorks Sizer 101 Loads: Load Type DistribuCion F'at- Location (fti liaynitude Unit Ana! sls/Ues iqn tern Start End Start End actored: load/ ea Full Area 'local 18. U t.12.0)+ ps Load2 Livo Full Area 3U 40.00 (12.01• psf Maximum Reactions (lbs) and Bearing Lengths (in) ; 10'-5" nfar.Cored: Anrl y._/.. aced 94 Ana! sls/Ues iqn Live 208 9 actored: 1NU 1242 2r, 'local 302 - ,L/999 raring: 3U '..enyth 5.50 - <L/999 lin re 'd 1.00• 5.5 linimum bearing length setting used 1" for and supports = L/689 Lumber -soft, D.Fir-L, No.2, 2x8 (1.112"x7.1/4") - Supports: All -Timber-soft Beam, D.Fir-L No 2 Ftoorjoist spaced at 12.0" c1c; Total length: 10'.5.0"; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (nsil nnrt naflar•f - li ,l .. Criterion Anrl sis Value Desi VaIoe Ana! sls/Ues iqn S fear Bending(+) v fb = -608 F'v Fb' - 1NU 1242 v Fv' = T1 16 fb/rb' - 0.49 Dead Defl'n 0.04 - ,L/999 Live Deft. In 0.10 - <L/999 0.12 = L/960 0.63 Tota: Defl'n 0.17 = L/689 0.24 - L/480 0.70 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LCA Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 F'b'1 900 1.00 1.00 1100 1.000 1.200 1.00 1.15 1.Oo 1.00 - 2 Fcp' 625 - 1.00 1,00 - - - - 1.00 1.00 - - E" 1.6 million 1.00 1.00 - - - 1.00 Emin' 0.58 million 1.00 1.(10 - - - - 1,CC 1.00 - 2 CRITICAL LOAD COMBINATIONS' Sherr : LC 02 D- L, V = 278, V design . 240 lbs Bend: ng(+;: LC N2 - D+L, M 666 lbs -ft Deflection: LC 112 J+L (live! LC 82 = D+L (total) D=dead L -live S=snow i"wind 1 -impact Lr -roof live Lc -concentrated E -earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: £I - 76eO6 lb -1n2 "Live" deflection Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) 4 Live Load Deflection. Design Notes: 1, WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (Nos 2012), and NDS Design Supplement, 2. Please verify that the default deflection limits era appropriate for your application, 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4, FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. I PLBTMand B FORMLOKTM 7Welds 6 in. (152 mm) TOTAL "SLAB DEPTH 4 Welds Normal Weight Concrete 145 pcf (2,320 kg/m3) 60,8 psf (2,911 N/m2) Galvanized or Phosphatized/Painted 2 Hour Fire Rating Deck Weight and Section Properties __ _ Allowable Superimposed Loads (psf, kN/m2 Weight (psf, NI Properties Properties per ft (m) of Width Allowable Reactions per ft (m) of Width (lb, N) Gage Galv Phos/ I +S _g End Bearl ng CZ Interior Bearing 6._0 . G60 Painted In .4 in.' in.' 2" 3" 4" 3" 44- "Z180 Ill -011 " Z180 0) mm° mm3 mm3 51 mm 76 mm 102 mm 76 mm 102 mm 2,900 1.9 1.8 0.175 0,187 0.198 487 585 683 1250 1498 22 91.0 86.2 238,978 10,054 10,645 7,107 8,537 9,968 18,242 21,862 14.4 2.3 2.2 0.216 0.235 0.248 665 784 903 1790 2118 20 110.1 105.3 294,967 12,634 13,333 9,705 11,442 13,178 26,123 30,910 Allowable Superimposed Loads (psf, kN/m2 Diaphragm Shear Values, q (plf, kN/m) and Flexibility Factors, F ((in./lb)x106, (mm/N)x106) __. Span (ft -in., mm m6'-0" CZ 6._0 . 6-6" _ ... _..... 7 -0" _T-6' ..._ 8'-0" ... 81-6" 9' -0"... 9'-6" ... 10'-0 " 10'-6" Ill -011 " 5' 0) 1,830 1,980 2,130 2,290 2,440 2,590 2,740 2,900 3,050 3,200 3,350 3020 300 300 300 280 245 216 192 170 152 135 121 q4 1 14.4 14.4 14.4 13.4 11.7 10.3 9,2 8.1 7.3 6.5 5.8 0,27 300 300 300 280 245 216 192 170 152 135 121 22 2 14.4 14.4 14.4 13.4 11.7 10.3 9.2 8.1 7.3 6.5 5.8 3230 300 300 300 280 245 216 192 170 152 135 121 q7 3 14.4 14.4 14,4 13.4 11.7 10.3 9.2 8.1 7.3 6.5 5.8 0.26 300 300 300 296 260 229 203 181 162 144 129 F7 1,5 14.4 14.4 14.4 14,2 12.4 11.0 9.7 8.7 7.8 6.9 , _..._... 6.2 ....... _ _..... 300 300 __....,_ 300 296 ..._._, 260 ._,_....... 229 __._......__...._......... 203 ..__ 181 ........ _ . 162 _. _ _ 144 129 20 2 14.4 14.4 14.4 14.2 12.4 11.0 9.7 8.7 7,8 6.9 _.._... 6.2 _.. 0.24 300 300 300 296 260 .......... 229 203 _ 181 ....... 162 144 129 F4 _ 3 14.4 14.4 14.4 14.2 12.4 11.0 9.7 8.7 7.8 6.9 6.2 3340 3275 3220 Shoring required in shaded areas to right of heavy line 3125 3090 3055 3025 Diaphragm Shear Values, q (plf, kN/m) and Flexibility Factors, F ((in./lb)x106, (mm/N)x106) N Span (ft -In., mm) m6'-0" 6'_6" 7 -0" T-6" 8 -0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 5' 1,830 1,980 2,130 2,290 2,440 2,590 2,740 2,900 3,050 3,200 ._.. , _._._..._._...._..._....... 3,350 3020 2980 2950 2920 2895 2875 2855 2835 2820 2805 2795 q4 44.07 43.49 43.05 42.61 42.25 41.96 41.67 41.37 41.15 40.94 40.79 0,27 0.28 0.28 0.28 0.28 0.29 0.29 0.29 0.29 0.29 0.29 22 F4 1.5 1.6 1.6 1.6 1.6 _ .. 1.7 1.7 1.7 1.7 1.7 1,7 3230 3175 3130 3080 3055 3020 2995 2970 2945 2925 2910 q7 47.14 46.34 45.68 44.95 44.58 44.07 43.71 43,34 42.98 42.69 42.47 0.26 0.26 0.26 0.27 0.27 0.27 0.28 0.28 0.28 0.28 0.28 F7 1,5 1.5 1.5 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1,6 3090 3040 3000 2970 2940 2910 2890 2865 2850 2830 2815 q4 45.10 44.37 43.78 43,34 42.91 42.47 42.18 41, 81 41.59 41.30 ... ..._ 41.08 _.. 0.24 _ 0.25 ...:._...__.::....._..__..... 0.25 ......... 0.25 _._._............ 0.26 ... .._.,._ . .......,. 0.26 0.26 0,26 ..... ..... ....... ....... .... 0.26 _ 0.27 0,27 ZO F4 _ 1.4 1.4 1.4 1.4 1.5 1.5 1.5 1.5 1.5 1.5 _..... . 1.5 3340 3275 3220 3170 3125 3090 3055 3025 3000 2975 2955 q7 48.74 47.80 46.99 46.26 45.61 45.10 44.58 44.15 43.78 43.42 43.12 0.23 0.23 0.23 0.24 0.24 0.24 0.25 0.25 0.25 0.25 0.25 F7 1.3 1.3 1,3 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 44 0; VERCO MANUFACTURING CO. Cataloa VF2 Summit Structural Design Project: Deck Remodel Engineer: RKB Design of: Roof Framir Roof Loads DL= 15 psf LL= 20 psf Roof plywood: 1/2" CDX APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels, and nail with 8d at 6" o.c. edges and 12" o,c. field. Edge Edge nail at gable end trusses, drag trusses, eave blocking, and all supported edges. 1A COMPANY PROJECT w Summit Structural Design WoodWorks 0 Feb. 2, 2017 08:55st NOtTIVARr MR 1 Design Check Calculation Sheet WoodWofks Sizer 10.1 Loads: I.oad TypeDiae[ibution Ansi els Value Pat- Location (fti Magnitude unit 't.L 1G1 tarn start End Start End j47 Loa Q"'d Fu Arca 937 1;7 10. 0 4.2bi' pet I -d2 Wind C4c Fu J.1 Area Nea[1ng: Lenryth 1.00• 20.00 (4,251• paf !.oad3 Roof eonatr. Full Area i. un• 20.00 (4.251' paf Snit-wal ht Ueed R:11 UDI. L/Ibn 0.10 9.5 if Maximum Reactions (lbs) and Bearing Lengths (in) 8!.7.5' I -WW Ur:Ca<rpo[:•d: Ansi els Value Uasign Va Inv Iurel ale/DC-ntnn Mead 3GJ 't.L 1G1 Wind 347 acndln'1+3 j47 Roof Live Factor 347 937 1;7 vu: 1'otai 780 > 1/./999 Nea[1ng: Lenryth 1.00• 1,1- UeEI'n 1.00^ rein raq'd 1.00• i. un• -Minimum Dent lenqtl sell/ used: 1' for end surnorls 0.56 Timber -soft, D.Fir•L, No.2, 6x8 (5.1/2"x7.1/4") Supports: All • Timber•sofl Basin. D.Fir•L No.2 Total length: 8'•7.5•; Pitch: 3.3112; Lateral support: tops at supports, bottom- at supports: Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: C:r: eeiur. Ansi els Value Uasign Va Inv Iurel ale/DC-ntnn b war .v 't.L Fs• • <l�- v F.1 • L'Ho acndln'1+3 ib 154 17, 937 tb/Fb' • 0.38 DUJdDt, I, n 0.0; > 1/./999 1,1- UeEI'n 0.04 + tt./999 0.42 • L/240 0.10 ?seal Dat, 'r. O.10 - i./978 0.56 L/Ibn 0.10 Additional Data: FACTORS: F/E,pai)CD CN Ct CL CF Cru Cr Cf[t ci Cn LCs F•:' ;'Te 1.25 1.00 1.00 - • - 1.00 1.00 1.00 Fu.- 7501.25 L00 1.00 1.000 1.000 1.00 1.00 L.bo 1.00 - 2 F'p' 625 ].00 i3Oo - - 1.00 E' 1.3 million 1.00 l.00 - - - - I. DO 1.00 - 3 CRITICAL LOAD COMBINATIONS: I 11:en[ : t.0 M2 • D+Lr, V +• 679, V design +' 574 lbs Banding t+lI LC N3 • D+Lr. M + 1422 lbs -ft Dcflecticr.: LC 113 D+.75(L1+.42Wt (liw) LC e3 r D+.75(1,[+.42WI Itotal) Didead L•live :••snow W.•wlnd [•,impact Lo•roof live Lc -concentrated E -•c r thq:,a Y.e i All '.C's aro II red In the /.nal yala output '-rail can:binai inn.-; ASCE 7,10 / SBC 2012 CALCULATIONS: IslJecr.ien: EI + 227e0S 1L•tn2 "7d vo" deflacttor a Da dart for. trolr ail non -dead !.gads 11-0, wind, en0w...1 To•ai Dafl-coon • 1.!Oitt ad Load Deflection) + Live Load De!a.ectl un. h •ar: nq: Allowable 1,arinq at an angle F'theta calculated for each support ae P- nus ).10.3 Design Notes: 1. Woodworks analyst: and design are In accordance with the ICC international Building Code (IBC 2012), the National Design Speelffcatlon (NDS 2012), and NOS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bonding members shall be laterally supported according to the provisions of NDS Clause 4.4.1, 4. SLOPED BEAMS: level bearing is required for all sloped bonms. COMPANY PROJECT Summit Structural Design WoodWorksR Feb. 2, 2017 08:58 B2 Design Check Calculation Sheet WoodWorks Sizer 10.1 I Loads: Load Type Distribution Pa L- tern Location Ift) start: End Magnitude Start End Unit LoadI Deas Point l.uo 750 la5 Load2 :4ind Cr,C Point fb/F'b' a 0,61 3.00 1000 lbs Load3 Roof constr. Point3.00 Length 1.00' 1000 lbs Load4 Dead Point 1.0•J' 7,50 750 lbs Loads 'mind C&C Point 7.50 1000 Iles I-ad6 Roo' constr. Point 7,50 1000 lbs Self-wei hC DeAd Full UDL 12.1 Olt Maximum Reactions (lbs) and Bearing Lengths (in) 11'-8•' Un factor ed: Analysis Value Desin Dead 096 s :ear 1.44 Wind 1101 39y Roof Live 1101 - 1022 899 Factored: fb/F'b' a 0,61 -lead Defl. 'n 0.12 Tota, Bearing: 2216 Length 1.00' - L/652 l,,iv• Min re 'd 1.00• Total Defl'n 1.0•J' ",1, ,ung -1 11 IV rcn Iy-, u' Iy ww , ,o, env auppuns Timber -soft, D.Fir-L, No, 1, 6x10 (5.1/2"x9-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Total length: I V-8.0'; k Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 C r i tar ion Analysis Value Desin Va Iue Anal•sis/Dosicn s :ear !v = 59 F'v• . v f -v - Bending(+l t - 1022 Fb' - 1687 fb/F'b' a 0,61 -lead Defl. 'n 0.12 • <L/999 Live Def1'n 0.16 - L/652 0.50 - L/240 - 0,28 Total Defl'n 6.35 L/399 0.77 . L/100 0.45 Additional Data: ! FACTORS: r/Etpsl)CD CM Ct CL CF Cfu Cr Ctrt Cl Cn LC 11 F'v' 170 1.25 1.00 1.00 - - - - .1.00 1.00 1.00 2 Flb 1.350 1.25 100 100 1.Utl0 1,000 1.00 1.00 1.00 1.00 - 2 Ftp' 625 - 1,.00 1..00 - - - - 1,00 1,00 - - 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 3 CRITICAL LOAD COMBINATIONS' s*:ear LC 82 D -Lr, V A 1996, V design . 1986 Lbs Bend:r.9(+1; LC 42 = D•d,r, M R 6670 lbs -ft j DC^rlection: LC 113 m D+. 75(Lr+.42W) (live) LC 93 D+, 75(l,r+,4214) (total) D^•dead L-1 ive S=snow W -wind 1 -impact Lr -roof live Lc -concentrated E -earthquake All LC, s are listed ir, the Analysis output Load comlelnations: ASCE 7-10 / 15C 2012 CALCULATIONS Defier -tion: E1 . .560e06 lb -int "l.r ve" de I lection m. Deflection from all non -dead loads (live, wind, snow...) Total Deflection 1.50 f Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWofks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (Nos 2012), and NDS Design Supplement. 2 Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. PROJECT: ' PAGE: SUMMIT STRUCTURAL DESIGN ENGINEER:�ii�r{ www.summitchico.com DATE; DESIGN OF 1 v\MN -froom (r) t�.a r-1 � i /......... j � �. � I X511 R � � -.- �- �, 7 � `� �l � �= k � r � � �. � �'� ¢ '� •i� � + ��.�` mo F-OUNDATION NOTE TO O NnF, d CONTRACTOR: NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. THE OWNER SHALL BE ADVISED THAT EXI5TING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS 15 REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING FOUNDATIONS AND UNDERLYING SOILS. PLANS AND DETAILS CONTAIN INFORMATION THAT MUST BE 1 D•_O• W -e '-O• 11-a M. -MI. s VERIFIED IN THE FIELD. CONTACT SUMMIT STRUCTURAL DESIGN WITH ANY DISCREPANCIES. POUR FOOTING HIGH AT INTERIOR AS REQ'D FOR P05T BASE 4 DOWEL TO (E) STEM WALL IN/ (3) #4 X 18' LENGTH W/ 5" ' I EMBED IN SIMPSON SET -XP EPDXY. LOCATE 4 AVOID ALL (E) REINF. PRIOR TO DRILLING, TYP. (4) PLACES. I ( y AFR •Ty I . I SD2 TYPs,8• FV - J I Ty 1 ` I Roa Sia• I CONT. FULL HT.Ac_ 8x8" DF# 1 pFR 3 SDS? DFD « ��,.�� tirii.�►�♦i: �P.����p�tijPi�:e��♦♦�i���♦��y� �►�:�4����i��♦♦�. ������ ♦�♦.�i♦D�.� i`:� --v0! Vii`. - i i -- ?! .-ba.• .'i`i _- 4 00�� Vii•.. `a -- `i♦i --• •i i`i`i♦: �i� ��.� 9 ;; Qiw-�`0 �i'...L � . '. ♦....: !.! !O♦O r. i!i!0.!i•,!?►!.♦''i . Si... ♦ y ♦! �i � 4 • .O . �` .O♦i.`i♦i i ♦'r i . .♦i� !O�♦i OOi . i`.♦i ♦�i'•�.'O�a.♦i♦i� '< �O�a �i4 i • N FV PV -01 FV UNFINISHED CRAWL SPACE BELOW MODULAR FLOOD ELEVATION CERTIFICATE PREPARED BY LAUREN J. MGSWAIN. FV • ELEVATION EXT. EQUIPMENT: 245.3' 3668 yDU CONT. FULL HT. 8"X8" DF# 1 � i L -i.5' RoDp 8•T (E) 4"x4" (E) 4"x4" FR 3 SDDFD TYP. FV UNFINISHED I So 1 CRAWL SPACE UNDER PORCH 4'-2" 4'-2"2"x4" STUD WALL NO SHEETROGK Ia L-18.0' (E) (E) 4"X4" (E) 4"x4" FV 4"x4"% REPLACE 2"x4" STUD WALL TO MATCH (E) PLATE HEIGHT. NO 5HEETROCK IJP I (E) STAIR5 TO REMAIN FV FV 4.) PRIOR TO CONSTRUCTION, CONTRAG EXISTING ROOF, FLOOR, AND WALL FRAMING TO U.N.O. EXTEND STRAPS z Q PAST OUTSIDE FACE OF 4 LAP OVER FACE r 'I, -I I I- 1 4.-0" I 1 I TYP. (4) PLACES SUPPORT. THE REMOVAL OR MODIFICATION OF ALL I I i I I' I ry Z <C-�-04rLw0 (E)4X4 < Q z' Ill ACCOMMODATE THE PROPOSED CONSTRUCTION SHALL � r 4'-2" N ° 3'-1 O" �! STRAPS TO 01350 1 O' -O" W.I. GUARDS ®42" V QL LIL 0 13 D c: J N O v__ FV /� 0J �- V � I I I I SUPPORT MEMBERS OR HARDWARE FOR EXISTING SCALE: 1/4* - 1'-0" 2 ISI ISI FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF FLOOR PLANNOTE5: SCALE: 1/4'- 1'-0" 5•) `Ll NOTE THE ENGINEER OF RECORD. ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND 1.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT REPORT TO THE BUILDING OU DATION/FIRST FLOOR PLP STRU -TURAL -5- FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT DEPARTMENT PRIOR TO FINAL INSPECTION. ° b 2.) PLATE HEIGHT ARE V-1"UNLESS NOTED SHEETS 5D 1 -SD2 FOR ADDITIONAL INFORMATION. (b•) ALL EXPOSED FRAMING SHALL BE PRESSURE OTHERWISE. 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER TREATED WITH TREATMENT PROCESS AND APPLICATION 5.) TYPICAL WALL FRAMING, UNLESS NOTED 1 APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'5 OTHERWISE: EXTERIOR WALLS: 2"X4" DF STUDS 0 16* C/C O WRITTEN GUIDELINES. ILI=D IN INTERIOR WALLS: 2"X4" DF 5TUD5 0 1 b"CIC I • I TYP ° L�IOTE: I II III O et L-13.5' D REMOVE (E) RAMP-.� SD2 .O I ( I I I I TO I - - - - - , I I I 2'-6" SQ x 12" THICK FTG. W/ (4) #4 E.W. I( FTG. I I I BOTTUNDERCUT ( . AREMOVE (E) FOUNDATION I I I I 2 � SD2 •� BELOW (E) FNDN., TYP 1 EACH 8"WPOST 2 FV CONT. FULL HT. L ----- ---- - - 8"x8"DF#1� �• I K b . Oi 5 2 1 5D2 I ( er SD2 LJ L I . ° --JJ. CONT. 20ga VERCO B FORMLOGK METAL r_ K4 -- ----==_.1 ' 5 6 6" SOLID GROUTED CMU WALL W/ #4 J. W/ BUTTON PUNCH SIDE LAPS AT 12"r -Ir- 4 #4 AT 1" MAX So AT 1 6" G/G HORIZ. 4 VERT. AT NOTE:. 12"r -1r, BOTT, PARALLEL W/ FLUTES. 1 TOTAL GONG. THICKNESS, 4" MIN. GONG. TYP BD 1 TYP CENTERLINE OF WALL, TYP AT HATCH. REMOVE (E) RAMPS AT THICKNESS. SHORE AS REQUIRED. FRONT PORCH. 12'-0' 4'-2' 9'-1 O"L 4'-O' TDR SHALL REVIEW ��,.�� tirii.�►�♦i: �P.����p�tijPi�:e��♦♦�i���♦��y� �►�:�4����i��♦♦�. ������ ♦�♦.�i♦D�.� i`:� --v0! Vii`. - i i -- ?! .-ba.• .'i`i _- 4 00�� Vii•.. `a -- `i♦i --• •i i`i`i♦: �i� ��.� 9 ;; Qiw-�`0 �i'...L � . '. ♦....: !.! !O♦O r. i!i!0.!i•,!?►!.♦''i . Si... ♦ y ♦! �i � 4 • .O . �` .O♦i.`i♦i i ♦'r i . .♦i� !O�♦i OOi . i`.♦i ♦�i'•�.'O�a.♦i♦i� '< �O�a �i4 i • N FV PV -01 FV UNFINISHED CRAWL SPACE BELOW MODULAR FLOOD ELEVATION CERTIFICATE PREPARED BY LAUREN J. MGSWAIN. FV • ELEVATION EXT. EQUIPMENT: 245.3' 3668 yDU CONT. FULL HT. 8"X8" DF# 1 � i L -i.5' RoDp 8•T (E) 4"x4" (E) 4"x4" FR 3 SDDFD TYP. FV UNFINISHED I So 1 CRAWL SPACE UNDER PORCH 4'-2" 4'-2"2"x4" STUD WALL NO SHEETROGK Ia L-18.0' (E) (E) 4"X4" (E) 4"x4" FV 4"x4"% REPLACE 2"x4" STUD WALL TO MATCH (E) PLATE HEIGHT. NO 5HEETROCK IJP I (E) STAIR5 TO REMAIN FV FV 4.) PRIOR TO CONSTRUCTION, CONTRAG EXISTING ROOF, FLOOR, AND WALL FRAMING TO U.N.O. EXTEND STRAPS z Q PAST OUTSIDE FACE OF 4 LAP OVER FACE SD 1 DETERMINE ALL LOCATIONS OF EXISTING STRUCTURAL Z z 4 4.-0" I I TYP. I I (N) COVERED PORCH OVER FACE OF RIM AS REQ'D. SUPPORT. THE REMOVAL OR MODIFICATION OF ALL q- I i I I' I ry Z <C-�-04rLw0 EXI5TING STRUCTURAL SUPPORT MEMBERS TO < Q z' Ill ACCOMMODATE THE PROPOSED CONSTRUCTION SHALL � r I I N ° IL Vw �! STRAPS TO BE COORDINATED DIRECTLY WITH THE ENGINEER OF Q O d W.I. GUARDS ®42" V QL LIL 0 13 D c: J N O v__ RECORD. DO NOT REMOVE OR MODIFY ANY EXISTING /� 0J �- V � I I I I SUPPORT MEMBERS OR HARDWARE FOR EXISTING SCALE: 1/4* - 1'-0" 2 ISI ISI FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF FLOOR PLANNOTE5: SCALE: 1/4'- 1'-0" 5•) `Ll NOTE THE ENGINEER OF RECORD. ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND 1.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT REPORT TO THE BUILDING OU DATION/FIRST FLOOR PLP STRU -TURAL -5- FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT DEPARTMENT PRIOR TO FINAL INSPECTION. 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL TO THE ENGINEER OF RECORD. 2.) PLATE HEIGHT ARE V-1"UNLESS NOTED SHEETS 5D 1 -SD2 FOR ADDITIONAL INFORMATION. (b•) ALL EXPOSED FRAMING SHALL BE PRESSURE OTHERWISE. 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER TREATED WITH TREATMENT PROCESS AND APPLICATION 5.) TYPICAL WALL FRAMING, UNLESS NOTED SHEAR WALL SCHEDULE AND TYPICAL DETAILS. APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'5 OTHERWISE: EXTERIOR WALLS: 2"X4" DF STUDS 0 16* C/C 3.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O: WRITTEN GUIDELINES. ILI=D IN INTERIOR WALLS: 2"X4" DF 5TUD5 0 1 b"CIC EXTERIOR WALL: 2X4 OF STUD AT 16" O.G. -1•) ALL STRUCTURAL MEMBERS 5HALL BE FA5 I II - EXTERIOR WITH 2016 GBG FASTENING SCHEDULE, INTERIOR WALLS: 2X4 OF 5TU17 AT 1 b" O.G. TABLE 2304.9.1, UNLE55 NOTED OTHERWISE. 8.) STRUCTURE MUST BE MAINTAINED IN A CONTINUOUSLY DRY CONDITION. WEATHER DAMAGE COULD RESULT IN COLLAPSE. 1:1,-116-16 A13 0 7,2490 1': 416;2111` 1'( 1 CONT. FULL HT. 1vti 8"X5" DF# 1 VNI FV (� L-4.0' I I I I 6 REMOVE (E) DOOR 4'-0" SECOND FLOOR PLAN 5TRUGTU9AL NOOKS: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SO 1-SD2 FOR ADDITIONAL INFORMATION. 2.) DECK FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 15 P5F (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 15 P5F, 3.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING OR RATED STURD-I-FLOOR, SPAN RATING 48/24(24 FOR 5TURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH 1 Od COMMON RING SHANK NAILS OR EQUIV. (0.1 48" DIA X 3") AT b" O.G. AT ALL PANEL EDGE5, BOUNDARIES, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 1 O" O.G. PROVIDE 1 /8" GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 OF STUD AT 16" O.G. INTERIOR WALLS: 2X4 OF STUD AT 16' O.G. 5.) TYPICAL FLOOR JOIST AT SECOND LEVEL SHALL BE 2X8 DF#2 AT 1 2" O.G. WITH 2X CONTINUOUS RIM. INSTALL ALL COMPONENTS IN ACCORDANCE WITH DETAILS AND 2016 GBG MINIMUM REQUIRMENTS. 6.) MAXIMUM DECK TOPPING THICKNESS - 3/4" '7.) PRIOR TO CONSTRUCTION, CONTRACTOR SHALL REVIEW EXISTING ROOF, FLOOR, AND WALL FRAMING TO DETERMINE ALL LOCATIONS OF EXI5TING STRUCTURAL SUPPORT. THE REMOVAL OR MODIFICATION OF ALL EXISTING STRUCTURAL SUPPORT MEMBERS TO ACCOMMODATE THE PROPOSED CONSTRUCTION SHALL BE COORDINATED DIRECTLY WITH THE ENGINEER OF RECORD. DO NOT REMOVE OR MODIFY ANY EXISTING SUPPORT MEMBERS OR HARDWARE FOR EXI5TING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 8.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 9.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 201 6 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLE55 NOTED OTHERWISE. 1 1.) STRUCTURE MUST BE MAINTAINED IN A CONTINUOUSLY DRY CONDITION. WEATHER DAMAGE COULD RESULT IN COLLAPSE. 1 188 50 FT IN RESIDENCE 4 PORCH FOUNDATION ACCESS CRAWL 88 1 SQIN / SQ FT (FLOOD ZONE) SET 24'X 8.3 50 FT OF REQUIRED VENTILATION 2' x ss' IN. NFVA 24' X 1 S' FOUNDATION AGGE55 VENT 220 NET 50 INCHES NET FREE VENTILATION AREA" (NFVA) IIj� ---144 DIVIDED BY 144 INCHES IN SQ FT I ll 1.528 NFVA 50 FT PER TYPICAL FOUNDATION VENT n n 6'x 14" FOUNDATION VENT t`- -1 1.0 NET 90 INCHES'NET FREE VENTILATION AREA' (NFVA) _144 DIVIDED BY 144 INCHES IN SQ FT 0.49 NFVA 50 FT PETYPICAL FOUNDATION VENT FOUNDATION R VENT 8.3 REQUIRED 50 FT OF VENTILATION O LESS (0) FOUNDATION AGGE55 "NFVA" PG cn 8.3 I i 4 Sades -OA-9_ DIVIDED BY 0.49 50 FT PER FOUNDATION VENT 1 6.9 REQUIRED FOUNDATION VENTS 14'X o 71 50. IN, NF,fA 14'X 8 95 SO. IN, NFVA FOUNDATION VENTILATION NOTE: PROVIDE VENTILATING OPENINGS WITHIN 3 -FEET OF EACH CORNER OF THE BUILDING. 4•-4• 19'-D' 4'-O SCALE: 1/5"- 1'-0" N O !0 .D LIVING / KITCHEN SHEET INDEX 1 FIRST FLOOR PLAN (E) FIRST FLOOR PLAN SECOND FLOOR PLAN (E) SECOND FLOOR PLAN FOUNDATION PLAN (E) FOUNDATION PLAN UNDERFLOOR VENTILATION FLOOD ZONE INFO SCOPE OF WORK 2 ROOF PLAN (E) ROOF PLAN EXTERIOR ELEVATIONS SECTION A-2 3 PLOT PLAN ASSESSORS MAP ELEVATION CERTIFICATE 4 NOTES INCLUDING._... GAL GREEN NOTES W.U.I. NOTES FLOOD ZONE NOTES 5N STRUCTURAL NOTES 901 STRUCTURAL DETAILS 5D2 STRUCTURAL DETAILS CONT. 2"X5" DF#2 F.J. x 1 '7'-9" LENGTH, EACH SIDE OF 8"xe" POSTS 5040L5 6068 `t CONT. 051 6 STRAP EACH I I I GOVT. 6-51 6 STRAP EACH SIDE OF 8"X5", ARCH D (24" X 3 b") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAPTIN6 BY: 0) 89 1-0585 yj YKc,..(.1'R1'.VALLEY ROAD CNICO. CALIFORNIA q 5 q *i 3 LYNNSMITHS 20ATT.NET Q VESS/pN a � 2 c'Nc. 75688`T1 * 6/ 0/18 J ClVI\- �P TgT�p( CAi\F��`a 2/22/2017 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH SIDE OF 8 x8 , U.N.O. EXTEND STRAPS 1 2' MIN. ( 5 I U.N.O. EXTEND STRAPS z Q PAST OUTSIDE FACE OF 4 LAP OVER FACE SD 1 1 2" MIN. PAST OUTSIDE FACE OF P05T 4 LAP Z z 4 P05T OF RIM A5 REQ'D. I I TYP. I I (N) COVERED PORCH OVER FACE OF RIM AS REQ'D. Ln q- I i I I' I ry Z <C-�-04rLw0 b -� < Q z' Ill -1 WOO -1 Z i z � r I I N ° IL Vw �! STRAPS TO . ` to Q O d W.I. GUARDS ®42" V QL LIL 0 13 D c: J N O v__ lu /� 0J �- V � I I I I Q F- owao 2 ISI ISI ,L��,,,IL,,nIL GUARDS; rL LIVABLE: SEE NOTES: STAIRS, HANDRAIL5 4 GUARDS. N Q Ln � IP W SIDE OF 8 x8 , U.N.O. EXTEND STRAPS 1 2' MIN. ( 5 I U.N.O. EXTEND STRAPS z Q PAST OUTSIDE FACE OF 4 LAP OVER FACE SD 1 1 2" MIN. PAST OUTSIDE FACE OF P05T 4 LAP Z z 4 P05T OF RIM A5 REQ'D. I I TYP. I I (N) COVERED PORCH OVER FACE OF RIM AS REQ'D. Z --1-1 4 CL Z J I I I i I I' I O SgFt EXIST Z <C-�-04rLw0 b -� 2"XS" DF#2 FLOOR JOIST AT 12- C/o, TYP. --- -1 WOO -1 Z i z O TOTAL SgFt I I N ° IL Vw STAIRS 4 HANDRAILS: STRAPS TO COVERED_ Q O d W.I. GUARDS ®42" CONT. 2"x8" DF#2 F.J. X I 1 'I'-9" LENGTH, EACH 1 5D2 LIL 0 13 D c: J N PATIO: �. SIDE OF 8"X8" POSTS I I TYP. Q 0 z W Q O v- Q � I I I I 2 F- owao 2 ISI ISI ,L��,,,IL,,nIL GUARDS; LIVABLE: SEE NOTES: STAIRS, HANDRAIL5 4 GUARDS. = AL O D SCOPE OF REMOOPEL: 1 THE FOLLOWING ITEMS WILL BE PERFORMED ON THIS It PROPERTY: 1) REMOVE (E) PORCH DECKING 4 RAMPS AT FRONT OF 949 v THE HOUSE. 2) REPLACE (E) PORCH, RAMP5 4 STAIRS W/ (N) FRONT CONCRETE PORCH AS 5HOWN. LANDING 3) REMOVE (E) DOOR BELOW FRONT PORCH. 4) ADD 1"X BATT5 TO T 1-1 1 51DING TO CREATE BOARD 4 BATT EXTERIOR. THI$ PLAN O COMPLY WITH THE FOLLOWING: • 201 6 CALIFORNIA RESIDENTIAL CODE (CRC), • 201 6 CALIFORNIA MECHANICAL CODE (GMC), • 201 6 CALIFORNIA PLUMBING CODE (GPC), • 201 6 CALIFORNIA ELECTRICAL GORE (CEG), PROPERTY LOGTED_IN AFLOOD ZONE: • 2016 CALIFORNIA FIRE CODE (GFG), • 201 6 CALIFORNIA ENERGY GODS SEE NOTES, FLOOD ZONE. • 2016 CALIFORNIA GREEN BUILDINGS STANDARDS CODE 1.) THE PARCEL IS LOCATED IN FEMA FLOOD ZONE A. PROVIDE TWO (COMMONLY CALLED'CALGREEN) COMPLETED FEMA "BUILPING._UNDER GON5TRUGTION" FLOOD OCCUPANCY GROUP: ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. G -- 2.) HAVE THE FIN15HEP FLOOR ELEVATION ESTABLISHED 4 STAKED PRIOR • OCCUPANCY 15 R3 TO CONSTRUCTION. GONSTRUGTION TYPE: 3.) FLOOD ELEVATION CERTIFICATE PREPARED BY LAUREN MGSWAIN. • CONSTRUCTION TYPE 15 VB 4.) PROVIDE FLOOD RESISTANT CONSTRUCTION. 5.) THE BOTTOM OF FLOOD VENTS SHALL BE NO HIGHER THAN 1 FOOT FIRE SPRINKL�5: ABOVE GRADE. • NOT REQUIRED 6.) A "FINI5HED_GON5TRUGTION" FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO FINAL APPROVAL OF THIS STRUCTURE. WAYLAND CONSTRUCTION, INC. (530) 898-9328 OFFICE (530) 624-3805 CELL EMAIL ADDRE55: Infoewaylandconstructionnet DATE: 2/22/2011 5GALE: SHOWN SCALE: 1/4"- l' -O" FLOOR FLAN NOTES: 8614 1.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. 2.) PLATE HEIGHT ARE V UNLESS NOTED OTHERWISE. I <9�I [� SHEET 3.) TYPICAL WALL FRAMING, UNLESS NOTED rci uvu OTHERWISE: BUTTE COUNTY DEVELOPMENT SERVICES EXTERIOR WALL5: 2'X4" DF STUDS 0 16' C/G RVI E D FOR INTERIOR WALL5: 2"X4" DF STUDS 0 1 b' CIC CO CO PLI � � , C E DATE - `�>t2 ...�.,�,-- ��' __� r� ---- O COPYRIGHT 201 6 SUMMIT STRUCTURAL DESIGN - 5TRUCTURAL ENGINEER G:\Users\Lynn\Documents\Chief X9 Plans\Bret Wayland - 1685 Skway\Wayland Residence.layout i'- t 1� LYNN SMITH - DRAFTING 383 RIO LINDO AVENUE •200, CHICO, GA 95426 OWNER: WAYLAND CONSTRUCTION, INC. 14 Ifq, 199 SYCAMORE VALLEY ROAD, GHIGO, GA 95973 (530) 592-440-1 WORK (530) 898-9328 OFFICE (530) 624-3805 CELLcw�� (530) 891-0585 WORK EMAIL ADDRE55: RylandeSummitChlco.com EMAIL ADDRE55: info•waylandconstruction.net „"; (530) 514-0585 CELL LY""Dwres«hrt."c* EMAIL ADDRE55: LynnSmith32eATTnet fk1f cwy 864 SgFt EXIST O 5gFt ADDED aD 864 SgFt TOTAL DOWN ( I G,4RRGE: I O SgFt EXIST O 5gFt ADDED --- O TOTAL SgFt EXTEND STAIRS 4 HANDRAILS: STRAPS TO COVERED_ SEE NOTES: STAIR5,EDGE OF HANDRAILS 4 GUARDS. DECK, THIS PATIO: LOCATION. 100 SgFt EXIST 324 SgFt TOTAL DATE: 2/22/2011 5GALE: SHOWN SCALE: 1/4"- l' -O" FLOOR FLAN NOTES: 8614 1.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. 2.) PLATE HEIGHT ARE V UNLESS NOTED OTHERWISE. I <9�I [� SHEET 3.) TYPICAL WALL FRAMING, UNLESS NOTED rci uvu OTHERWISE: BUTTE COUNTY DEVELOPMENT SERVICES EXTERIOR WALL5: 2'X4" DF STUDS 0 16' C/G RVI E D FOR INTERIOR WALL5: 2"X4" DF STUDS 0 1 b' CIC CO CO PLI � � , C E DATE - `�>t2 ...�.,�,-- ��' __� r� ---- O COPYRIGHT 201 6 SUMMIT STRUCTURAL DESIGN - 5TRUCTURAL ENGINEER G:\Users\Lynn\Documents\Chief X9 Plans\Bret Wayland - 1685 Skway\Wayland Residence.layout i'- t 1� LYNN SMITH - DRAFTING 383 RIO LINDO AVENUE •200, CHICO, GA 95426 OWNER: WAYLAND CONSTRUCTION, INC. 14 Ifq, 199 SYCAMORE VALLEY ROAD, GHIGO, GA 95973 (530) 592-440-1 WORK (530) 898-9328 OFFICE (530) 624-3805 CELLcw�� (530) 891-0585 WORK EMAIL ADDRE55: RylandeSummitChlco.com EMAIL ADDRE55: info•waylandconstruction.net „"; (530) 514-0585 CELL LY""Dwres«hrt."c* EMAIL ADDRE55: LynnSmith32eATTnet fk1f cwy ell) (N) COMPOSITION_ ROOFING-'��'�'�' OVER 15# FELT OVER 2' T46 DECKING PITCH 5.25 / 12 , �� i. .c F__- .r. �, f _,_ � }. . s'. . _ t. t .._,r?L_ __ -•_. � r t__- �- :. ___. .. ,-_r t_..l ,-� _: :.. . '�.-T_�_.. t _._,-�, rt E-= ,',• -Y_ {`a t} _-sy ..- 3 ,3_ t - -i4 �, -t= -r.4 •. �- rt ,t l _-;1= -4 -rte_ _.. r... ..._ r__', _,,.. -I- _z_. i._ -._. T�� _,.i - -,:._.r_._. ....._ _._r__r_r...... {. __i_r•� ._ _-.__. - �_r4- - :__-.r_-.._._a_-rt.. r :--: _.___ ._. L r. , -,::.._,'___.1.., a.___•- _.,.�_ .. -:. �.. ... :.._ a. ,_-,.x_. ..-. f`_ ,-�} _ _t' ---'-.-.•::.� .r; s- S rrT,' i`' Lr._. - �� THE SUITABILITY OF THE EXISTING ROOF FRAMING. THE OWNER SHALL BE ADVISED THAT EXISTING FRAMING MATERIALS BEHIND ALL TYPES ..-. Tl= OF EXTERIOR WALL FINISHES IS Q NOT BE STRUCTURALLY ADEQUATE AND THE REQUIRED. < lL Q HSS 5"X5"x 3/ 16" POSTS +42" GUARD V-1" PLATE HEIGHT � AT FRONT PORCH, W,VIN1� 1 "Xb" TRIM GUARDS: 1) HEIGHT TO BE A MINIMUM OF 42 INCHES. 2) A HANDRAIL AT 34 INCHES TO 38 INCHES ALONG STAIRS 15 PERMITTED TO BE USED AS A GUARD. 9) A 4 9/8 INCH SPHERE LIMITATION 15 PERMITTED AT THE OPEN SIDES OF THE STAIRS. .: i t WREN s r. Wr ri f W.I. GUARD w RIGHT: 51DE'ELEVATION SCALE: 3/ 16" - 1'-0" 8' PLATE HEIGHT A 5'-'1" PLATE HEIGHT LANDING5: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. GRG R3 1 1.3.2. 9r, o) I %%f Is GQ�,C, S1AN)w0 I N yl xr(Aw ro tv V46" t"p (I-)_COMPOSITION_ROOFING. N) COMPOSITION ROOFING_ OVER 1 5# FELT OVER 1 /2" GDX PLYWOOD VER 15 # FELT OVER 2' T4 G DECKING OR 056 WITH 8d'5 AT 6", 1 2" G/G. ITCH 5.25 / 12 PITCH 5.25 / 12 t t t �.�: ,7 1 �- -jH.i r --- I II ( I I I ji it 16 85 H55 5"x5"X 5/16" 404OL5 'STREET 6640TS P05T5 II I (NUMBER VISIBLE' 15TREET r (E)' T 1 � 1 _ 51IDINC7 1 *x&"TRIM (NJ T t_ 1 1 _ SIDIIJG / B ARD t B T_T W/I(N) �B ARb d BfTT I I I II 'I I 111 I I i w w w 4�AIII w -LEFT 51DE ELEVRTION 50ALE: 5/1 W - 1'-O" FOUNDATION I• ACCESS 2668 DOOR uu 0 (E) COMPOSITION ROOFING OVER 15# FELT OVER 1/2* GDX PLYWOOD OR 055 WITH Sd'5 AT 6", 12* G/C. PITCH 5.25 / 12 8' PLATE HEIGHT -_ M) HVAC CO"D. IMrr STAIRS: 1) THE MINIMUM TREAD DEPTH EQUALS 10 INCHES. 2) THE MAXIMUM RISER HEIGHT EQUALS 1 3/4 INCHES. A .� IjM V AiT I O N 9) A NOSING NOT LESS THAN 0.15 INCH BUT NOT MORE THAN 1.25 � INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS WHERE THE TREAD DEPTH IS LESS THAN 1 1 INCHES. SCALE: 5/1 b" - 1'-O" LANDINGS: THE LANDING AT AN EXTERIOR DOORWAY SHA MORE THAN 1.15 INCHES BELOW THE TOP OF T THRESHOLD, PROVIDED THE DOOR, OTHER THi EXTERIOR STORM OR SCREEN DOOR, DOES Nc OVER THE LANDING. GRG R511-5-2. Fete, LutxwS/kt1 4 Z -ozm W"iv Nf V 1WW W iii, 6—' +42" GUARD 5-7" PLATE HEIGHT AT FRONT PORCH LANDING5: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. CRO R511.3.2. ROOF_ VENTILATION: SEE ROOF PLAN 4 ROOF VENTILATION GALLS. BOARD -4 _BATT_51DING: A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT, COMPLYING WITH A5TM 0-226 FOR TYPE 1 41 A FELT OR OTHER APPROVED O DESIGN RECOMMENDATIONS IONS HAVE BEEN MADE FOR NE THE SUITABILITY OF THE EXISTING ROOF FRAMING. THE OWNER SHALL BE ADVISED THAT EXISTING FRAMING MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHES IS Q NOT BE STRUCTURALLY ADEQUATE AND THE REQUIRED. < lL Q Ili SEEEONO E5 FLOOD ZONE.LOOD-ZONE: lu COMPOSITION ROOFING_ OVER 15# FELT I & 1 6HTPC OVER 2'xb' T46 /OVER 6"X8' DF# 1 RAFTERS f/ ®495'c/c, PITCH 5.25 / 12 6"xb' DFS 1 POST 8"x 1 O" DF# 1 HEADER 3"x8" DF# 1 TIES ®EACH SIDE OF RAFTERS WATERPROOFING BY OTHERS OVER 3/4" PLYWOOD OVER 2"x8" DF#2 FLR JST 0 1 2" c/c 2'X 4" 5TUD5 0 1 6" c/G ,L 8' PLATE HEIGHT GUARD +42": SEE NOTES: STAIRS, HANDRAILS 4 GUARDS FOR GUARD INFORMATION. HORIZONTAL_51DING A MINIMUM OF ONE LAYER OF NO. 1 5 ASPHALT FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHE5 15 REQUIRED. 2" x 4" 5TUD5 ® 16" G/G FINISHED 6RADE (E) GONG. FOUNDATION, TYP. &00_F PLAN STRUCTURALLNI0-TF-5: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS 5D 1-SD2 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1 /2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN A PANELS R STRUCTURAL / E 1 5 RATING 3 2 1 6 EXPOSURE APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH WENDS OFFSET 4'. EDGE NAIL WITH Sd COMMON OR EQUIVALENT (0.1 3 1 " DIA X 2 1/2") AT b" O.G. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 1 2" O.G. PROVIDE 1 /8' GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGE5. "NOTE: SUBSTITUTE SIMPSON WSNTL SCREWS WITH 1 1 /4" MINIMUM EMBED AT NAIL SPACING LISTED ABOVE WHERE NAILS WOULD BE VISIBLE AT UNDERSIDE OF 2X T46 SOFFIT. 3.) PRIOR TO CONSTRUCTION, CONTRACTOR SHALL REVIEW EXISTING ROOF, FLOOR, AND WALL FRAMING TO DETERMINE ALL LOCATIONS OF EXISTING STRUCTURAL SUPPORT. THE REMOVAL OR MODIFICATION OF ALL EXISTING STRUCTURAL SUPPORT MEMBERS TO ACCOMMODATE THE PROPOSED CONSTRUCTION SHALL BE COORDINATED DIRECTLY WITH THE ENGINEER OF RECORD. DO NOT REMOVE OR MODIFY ANY EXISTING SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRE55 WRITTEN CONSENT OF THE ENGINEER OF RECORD. 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROOF -55 AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 201 6 GBG FASTENING SCHEDULE, TABLE 2304.11.1, UNLESS NOTED OTHERWISE. '7.) STRUCTURE MUST BE MAINTAINED IN A CONTINUOUSLY DRY CONDITION. WEATHER DAMAGE COULD RESULT IN COLLAPSE. +42" _ G AU RD 5-1" PLATE HEIGHT AT FRONT PORCH I, I I', � I I 1EJHVAC CO"�. UIIR w • I I ,1I � 1 STAIRS_ d_ HANDRAILS; LANDING5: SEE NOTES: STAIRS,"FRONT E L M`Y, A T I O SEE NOTES: LANDINGS. HANDRAILS 4 GUARDS FOR STAIRS 4 HANDRAIL INFORMATION. SCALE: 3/ 16" - 1'-0" WAYLAND CONSTRUCTION, INC. (530) 898-9328 OFFICE (550)624 -5505r -ELL EMAIL ADDRESS: Infoewaylandconstructlon.net TYP. :9UMM11 71 Ru( 1 um^, ✓GDIvn - .I " 1 .-I 983 RIO LINDO AVENUE #200,CHICO. GA 95926 (530) 592-4401 WORK EMAIL ADDRESS: RylandOSUMMItChiCo.com PITCH 5.25/12 SCALE: 1 /5"- 1'-O" EXI5TING ROOF: TO REMAIN UNCHANGED. ARCH D (24" X 367 WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAPTIN(S BY: WH (690) 89 1 -0686 1 9 YCAMOR! I/ALLOY ROAD CHICO, CALIFORNIA 9 5 9'13 LYNK SMITH520ATT.NET oQ VESS/0/v' K xNc. 756881 9TFOF CA` 1F�C` 2/22/2017 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH ROO.�NOTE TO OWNER GONTRA�GTOR_ q„" Z A O � O N < z ILS T- O DESIGN RECOMMENDATIONS IONS HAVE BEEN MADE FOR NE THE SUITABILITY OF THE EXISTING ROOF FRAMING. THE OWNER SHALL BE ADVISED THAT EXISTING FRAMING Q NOT BE STRUCTURALLY ADEQUATE AND THE < lL Q MAY lu _ CONTRACTOR MAY NEED TO INSTALL BRACING TO EXCESSIVE DEFLECTION, CRACKING, AND J PREVENT REVIEW OF THE EXISTING ROOF �— W OTHER PROBLEMS. IF FRAMING IS REQUIRED, A LICENSED ENGINEER SHOULDXto < BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING ROOF FRAMING. Q 7 Q PLANS AND DETAILS CONTAIN INFORMATION THAT MUST lu 0 V J BE VERIFIED IN THE FIELD. CONTACT SUMMIT V STRUCTURAL DESIGN WITH ANY DISCREPANCIES. } V < V � m 1 � W fill GGQ GGQ I Q EL 13 LL IL JZ Z 0 n 04<< O O < IL 10 — � — — TYP.— — IL 0 Q IL --{-- — — — _ O^O^ut IL 2"x6" T46 DECKING OV R 6"x8" DF# 1 RAFTERS 48" G/C W/ 3"x8" DFS 1 TIES ON OTH SIDES - TYP. LIVABLE: 864 SgFt EXIST O 5gFt ADDED 864 SgFt TOTAL — — — — — GARA(5E: GGQ GGQ O 5gFt EXIST O 5gFt ADDED O TOTAL 5gFt COVERED PATIO: 100 SgFt EXIST _224 SgFt NEW 324 5gFt TOTAL DATE: 2/22/201-1 SCALE: PITCH SHOWN 5.25/12 zk.14 SCALE: 1/4" - 1'-O" W 1) ROOF COVERING SHALL BE COMPOSITION ROOFING. 2) ROOF PITCH SHALL BE 5.25:12, TYPICAL. 3) ROOF OVERHANG SHALL BE 24" AT OVERHANG 4 24 rPERMIT#I_ I-7- 8' SHMET AT GABLE ENDS, UNLESS OTHERWISE NOTED. BUTTE COUNTY DEVELOPMENT SERVICES VI WE FOR C0 Q E C ulr%VAIPLI C DATE —_� O COPYRIGHT 201 6 G:\Users\Lynn\Documents\Ghlef X9 Plans\Bret Wayland - 1685 Skway\Wayland Residence.layout y "`' ■ ■ LYNN SMITH - DRAFTING OWNER: WAYLAND CONSTRUCTION, INC. Ilr M 1 99 SYCAMORE VALLEY ROAD, (530) 898-9328 OFFICE (530) 624-3805 CELL GHIGO, GA 95913 EMAILADDRE55: Infoowaylandconstructlon.net ,�K.Rc,o (530)891-0585 WORK (530) 514-0555 CELL LYNNtNn!N51MTTb[T EMAIL ADDRESS: LynnSmith329ATTnet • 584.0. 8•E r .O •' 563•••6 rs,e` A 9. y, N6 � • 9$0 38 w • • ELEVATION CERTIFICATE OMB No. 1660-0003 Exatration Date, November 30. 2018 IMPORTANT: to these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt, Unit. Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1685 Skyway 17-24 City State ZIP Code Company NAtC Number PTN. SEC'S. 4 & 5, T.21 N. R.2E. M.D.B.&M. �t SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Ci. Building elevations are based orr 0 Construction Drawings' 0 Building Under Construction' Ox Finished Construction •A new Elevation Certificate will be required when construction of the tuilding is complete 21 Complete items C2.a-h below according to the building diagram specified in iter. A7. In Puerto Rico only, enter meters Benchmark Utilized: Butte County BM# 1177 Vertical Datum_ NGVD 1929 Indicate elevation: datum used for the elevations in items a) through h) below. 0 NGVO 1929 n NAVD 1988 0 Other!Source' Datum used for building elevations must be the same as that used for the BFE. Cheek the measurement used. 32 33 b) Top of the next higher floor 252.97 Ex.. feet 0 meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A. fl feet 0 meters d) Attached garage (top of slab) WA _ feet (j- metes e) Lowest elevation of machinery or equipment servicing the building 245, 3 n feet 0 meters (Describe type of equipment and location in Comments) 5 4 g) Highest adjacent (finished) grade next to building (HAG) 245.47 Q feet 0 meters h) Lowest adjacent grade at lowest elevation of deck or stairs. including 253 97 [I feet 0 meters structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the inforimation on this Certificate represents my best efforts to interpret the date availablet understand that any false statement may be punishable by fine or imprisonment under f8 U.S. Code, Section 1001. 1•=200, 6> ms00 200 U (HUMBUG) 4.41Ac 71 HONEY 23 26 i) f� 7 39 19 m, 0,2 uzu RUN Company Name Feeney Engineering &Surveying, Inc, d a AIN TeT54 un22 PMS 301, 236 W East Avenue, Suite A PC6�°���Q City State ZIP Code 2.91Ac 1.56Ac 21 �, 77�W 222 v,, Copy all pages`of . !§,Elevibon Certificate `an*^alt attachments for (1) community official, (2) insurance agent/company, and (3) building owner, Comments (fraud ng type of equipment and location, per C2(e), if applicable) Item C2e represents the air conditioning unit concrete pad. Item C2h represents the elevation of the covered patio. The Butte County benchmark was converted from NGVD 1929 to NAVD 1988 by using the National Geodetic Website online height conversion Calculator. 3.39Ac 15 ROAD 1 4.9 ?Ac :1) 24 O2 25 rnIS � in '�- sus JOHN Raw IICp ItN SON 2.02Ac 2.03Ac O 3 O ,m.cn 6 ,IEW A • 2.01Ac O UI (7) a 1.65Ac 1.60Ac 1.65Ac ,naso f".04 (0 D CROUCH DITCH) ,Goias rt0r ,vim W721 pees 105r,.T3s roses, „gLoo E. l/VYt zoe 3 25 35 g 36 to a 2.o1Ac 2.01Ac T.olAc,B 29 3 2 28` J74.n / 2.02Ac-- �< �$ cI 12 38 2.0IAc / o 30 s 2.O1Ac y 1 27 ` `a -- 1 34 `. � SSL .b/' ------ 8 `�` .°r,`---AaRSE----- -p0� b°;% 2.01ac wsr 2.o1A� ?.01Ac 45 r ,10_00 1611.,- 611 m 40-02 PI ,42'55 ----- i r-- O 33 7I. N; 5 31 O w g5 g r 5.01,4c,:+ •v� 2.02Ac 2.12Ac 241.40 1.33Ac 32 6 bad r,aen •h 2.OtAc � '°�°' O,'•0, �" v 26 tats iy.N t4 10 Butte County Assessor's Map 2.2.14c Book 17, Page 24 78RS13 SUBJECT NOIE TM" Pam*." for oe4es+rne„ t purpvxs as+.se ady and mor not cm -46U@ legal panxls. BUTTE CREEK RANCH, 126 M.O.R. 8/12, 2-28-92, LOTS 1/12 CREATED BY OB MIM ON 12-6-2000 REWSED BY 08 REMO ON 9-16-2003 ROMA JEAN MCCLAIN JOHNSON SUB., 66 M.O.R. 16/17, 6-16-78, LOTS 1/3 IMOR 40-46 IUFECTK 2004-05 RI Rnious Book 11 38 CompRed By The Bulb Cowly Amore Office ELEVATION CERTIFICATE OMB No. 1660-0003 Exatration Date, November 30. 2018 IMPORTANT: to these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt, Unit. Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1685 Skyway City State ZIP Code Company NAtC Number Chico California 95928 �t SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Ci. Building elevations are based orr 0 Construction Drawings' 0 Building Under Construction' Ox Finished Construction •A new Elevation Certificate will be required when construction of the tuilding is complete C2. Elevations - Zones Al -430, AE, AH, A (wit11 BEE), VE, V1 V30, V (with BFE), AR, AR,A, ARAE, ARtA1-A30, All AR/AO. Complete items C2.a-h below according to the building diagram specified in iter. A7. In Puerto Rico only, enter meters Benchmark Utilized: Butte County BM# 1177 Vertical Datum_ NGVD 1929 Indicate elevation: datum used for the elevations in items a) through h) below. 0 NGVO 1929 n NAVD 1988 0 Other!Source' Datum used for building elevations must be the same as that used for the BFE. Cheek the measurement used. a) Top of bottom floor (including basement, crawlspac e, or enclosure floor) 245,22 C feet © meters b) Top of the next higher floor 252.97 Ex.. feet 0 meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A. fl feet 0 meters d) Attached garage (top of slab) WA _ feet (j- metes e) Lowest elevation of machinery or equipment servicing the building 245, 3 n feet 0 meters (Describe type of equipment and location in Comments) f) Lowest ad,acent (finished) grade next to building (LAG) 245 18 Lzl feet 0 meters g) Highest adjacent (finished) grade next to building (HAG) 245.47 Q feet 0 meters h) Lowest adjacent grade at lowest elevation of deck or stairs. including 253 97 [I feet 0 meters structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the inforimation on this Certificate represents my best efforts to interpret the date availablet understand that any false statement may be punishable by fine or imprisonment under f8 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by licensed land surveyor? FlYes 01I 0 Check here if attachments. Certifiers Name License Number Lauren J. McSwain $754 i) f� Title Professional Land Surveyor Company Name Feeney Engineering &Surveying, Inc, d a AIN TeT54 Address PMS 301, 236 W East Avenue, Suite A PC6�°���Q City State ZIP Code Chico I California 95926 < Signator DateTelephone {`� (530) 570-7174 Copy all pages`of . !§,Elevibon Certificate `an*^alt attachments for (1) community official, (2) insurance agent/company, and (3) building owner, Comments (fraud ng type of equipment and location, per C2(e), if applicable) Item C2e represents the air conditioning unit concrete pad. Item C2h represents the elevation of the covered patio. The Butte County benchmark was converted from NGVD 1929 to NAVD 1988 by using the National Geodetic Website online height conversion Calculator. FEMA Form 086-0-33 (7/15) COVER BARE Replaces all previous editions. Form Page 2 of 6 ) GATE CALGI4EEN N0TI-: DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO SOILS W/STRAW PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION t RETAIN SOIL RUNOFF ON .. �t THE SITE: • • A.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE.STOCKPILE B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, NO SOILS EDGE OF BANK GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. ®Qz' I.) COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. METHODS TO MANAGE SURFACE WATER INCLUDE: SWALES, WATER COLLECTION AND DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 4 OTHER WATER MEASURES WHICH KEEP BATHROOM FACILITIES WILL BE Ill Z SURFACE WATER AWAY FROM BUILDINGS AND AID IN 6ROUNDWATER RECHARGE. AVAILABLE IN EROSION _CONTROL PLAN: GGUR PRIOR TO OBTAINING A S <' DRAPING THE LOT SHALL BE 6RADED TO DRAIN SURFACE RESIDENCE. AhCRb° z r RIP RAP / // ` 1 J NO 501" DISTURBANCE SHALL O BUILDING PERMIT OR 611 PERMIT. 4Isseo� AWAY FROM (N) FOUNDATION WALLS. THE 0 / 2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION 0. 6• &RADE SHALL FALL A MINIMUM OF 6 INCHES �p p 0. p / Y 3 CONTROL. s� . WITHIN THE FIRST 10 FEET. GRI R401.5 0���� 1 E w ` / 0-0' � �V 3J ER05ION CONTROL MEASURES SHALL BE IN PLACE BETWEEN �O�n �• 4n 5 �oC ��A �� b_A OCT. 15TH t APR. 1 5TH, OR WHEN RAIN 15 FORCASTED. 95 A 4.) SOILS TRACKED OFF 51TE INTO STREETS SHALL BE GLEANED UP AT THE END OF EACH WORK DAY. / 5. E ALL EATHER T / INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE ` _ STOCKPILES SHALL BE COVERED PRIOR TO A FORCA5TE1% / s�� o EM ORARY STRP W R LLS \ 0000 / W / RAIN EVENT. 6.) THE F-RO51ON CONTROL PLAN SHALL BE RE-EVALUATED 4 ARKIN(5 / o ���\ ✓ �•^ ADJUSTED ACCORDINGLY AS THE SITE CHANGES 4 AFTER RAIN 137 EVENTS. o -I.) EROSION CONTROL MEASURES SHALL BE MAINTAINED. ` ` / 0 -0. 8.) PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP. 4 o Q�0 a 0 TOOLS AT ANY OTHER LOCATION THAN A DESIGNATED P R O P O S E 1D P O R C H CONCRETE WASHOUT 15 A VIOLATION OF LAW 4 SUBJECT TO STREET LAMP�� o / FINE. S o O NORTH SCALE: 1' - 30'-0" OWER POLE papODp00D0� OQ����� /�;r� � REPL,�tGEMENT i tp•i E) ALL-WEATHER V • / /� REMOED ®�opp0pQ�dl u0o0Dpo 000' o DRIVEWAY 4 • • ' / :_4 PARKING MANUFACTURED = ' \ HOME o l GONCG P T A5HOUT g � 1 • / � O ®DD L • • (E)_ELECTRIG�I E: / \ E- SEPTIC 4 LEAGH_FIELP: °D%G\ CONNECTED TO UNDERGROUND / \ �5 Fij R BUTTE COUNTY HEALTH (E) DRIVEWAY \ ELECTRICAL SERVICE. / \ 7PTTMENT REQUIREMENTS. / N\ WiN • \ / o 0 WELL LOCATION ' , EABANDONED PROPERTY LOCATED 1N A FLOOD ZONE: 1.) THE PARCEL 15 LOCATED IN FEMA FLOOD ZONE A. PROVIDE TWO COMPLETED FEMA FLOOD ELEVATION 1 MIIN POWER POLE CERTIFICATES PREPARED BY A CALIFORNIA REGISTERED PROFESSIONAL OR LAND SURVEYOR. (E) DRIVEWAY 2J FLOOD ELEVATION CERTIFICATE PREPARED BY LAUREN MGSWAIN. I I I \ \ \ IL 3.) FLOOD RESISTANT CONSTRUCTION. WELL LOCATIONIV I 4J THE BOTTOM OF FLOOD VENTS SHALL BE NO HIGHER THAN 1 FOOT ABOVE GRADE. I I 5d5EPTGFREeAREA • • 1 5J A "FINISHED CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO FINAL APPROVAL OF THIS 'rCP'�E1 • �. . . . . _ 6 N89' 58' 50'W • • • • STRUCTURE". 1 PROPERTY OWNER: STREET LAMP 1 WELL HOUSE / ' BRET WAYLAND 66 BELLARMINE COURT CHICO,CA g5g28 PHONE(530)624-3505 FLOOD ELEVATION CERTIFICATE PREPARED BY LAUREN MGSWAIN CONTRACTOR: 864 SgFt (E) MANUFACTURED HOME • TOP OF BOTTOM FLOOR (INCL GRAWLSPACE): 245.22'5RET WG AYLAND REPLACE SIDINONLY \ 66 BELLARMINE COURT • TOP OF NEXT HIHER FLOOR: 252.9'1' \ / / CHICO,CA g5g28 0 SgFt GARAGE - NO (E) GARAGE • LOWEST ELEV OF MACHINERY: 245.3' \ / / PHONE (530) 624-3805 • LOWEST ADJACENT FINISHED GRADE: 245.18' 376 SgFt (E) COV. PORCH, STAIRS d RAMPS, OF WHICH 54 SgFt (E) RAMP TO BE REMOVED 4 NOT REPLACED • HIGHEST ADJACENT FINISHED GRADE: 245.4-l' SITE ADDRESS: • LOWEST ADJACENT GRADE AT LOWEST OF DECK OR 5TAIR5: / 1685 SKYWAY 324 SgFt REMOVED 4 REPLACED W/ PORCH 4 STAIRS 252.97' � GHIGO,GA 95928 1) THE BOTTOM OF FLOOD VENTS SHALL BE NO HIGHER THAN 1 CONSTRUCTION PEEND R S FOOT ABOVE GRADE. � � APPRoxSTART:3/15/201 -7 864 SgFt (E) ) MAUFACTURED HOME MAN 2) A "FINISHED" CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 \ / APPROX END: 6/15/2017 324 SgPt (N) STAIRS 3 COVERED PORCH REQUIRED PRIOR TO FINAL APPROVAL OF THIS STRUCTURE. \ / \ / ALL WORK.BEING PONE IN THE SAME FOOTPRINT, WAYLAND CONSTRUCTION, INC. (530) 8g8-9328 OFFICE (530) 624-3805 CELL EMAIL ADDRE55: Infoewayiandconstruction.net =VMI"III IM.-I.-VG�IVI'+ - -__I VI�P+1..L 383 RIO LINDO AVENUE •200, CHICO, GA cl5926 (530) 5q2-440'1 WORK EMAIL ADDRE55: Ryland•SummltChlco.com ARCH P (24" X 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: 1(30) 891-0685 111^11MORE VALLEY ROAD CNICO, C.AUFORNIA g 5 q 9 5 LYNNSMITHS 20ATT.NET THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEERS STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH W I- Q V �W V to 4p0 1 17IL Q 1- W } UJ QL < to LIVABLE: 864 SgFt EXIST __0 SgFt ADDED 864 SgFt TOTAL (SIARAGE: O SgFt EXIST O SgFt ADDED O TOTAL 5gFt COVERED- PATIO: OVEREDPATIO: 100 5gFt EXIST X24 SgFt NEW 524 SgFt TOTAL DATE: 2/22/201 '1 SCALE: SHOWN o 0O 4 T IOT U PERMIT-1-�J- �� 5 H E E T BUTTE COUNTY DEVELOPMENT SERVICES R VIEWED FOR CODE COMPLI CE DATE 7'10 L�. _-.13y _ O COPYRIGHT 2016 G:\U9er9\Lynn\Document9\Ghlef Xel Plans\Bret Wayland - 1 685 Skway\Wayland Resldence.layout OWNER: WAYLAND C01415TRUCTION, INC. (530) 898-9328 OFFICE (550)624 -5805C -ELL EMAIL ADDRE55: Infoewaylandconstruction.net LYNN SMITH - DRAFTING L 1 q SYCAMORE VALLEY ROAD, CHICO, GA g 5 q l 3 _= ®+-o�•• (530) 641-0585 WORK (530) 514-0585 CELL 4/r:"ems"os•ATr �E* EMAILADDRE55: LynnSmlth32®ATTnet O .. �t 6 i U_in O vi ®Qz' Ill Z oC r JU� < JO }- v w <o J IL � OLU z w y < v�d•i OL Yom,, IL in tz � %0 Sill � UI �XX W I- Q V �W V to 4p0 1 17IL Q 1- W } UJ QL < to LIVABLE: 864 SgFt EXIST __0 SgFt ADDED 864 SgFt TOTAL (SIARAGE: O SgFt EXIST O SgFt ADDED O TOTAL 5gFt COVERED- PATIO: OVEREDPATIO: 100 5gFt EXIST X24 SgFt NEW 524 SgFt TOTAL DATE: 2/22/201 '1 SCALE: SHOWN o 0O 4 T IOT U PERMIT-1-�J- �� 5 H E E T BUTTE COUNTY DEVELOPMENT SERVICES R VIEWED FOR CODE COMPLI CE DATE 7'10 L�. _-.13y _ O COPYRIGHT 2016 G:\U9er9\Lynn\Document9\Ghlef Xel Plans\Bret Wayland - 1 685 Skway\Wayland Resldence.layout OWNER: WAYLAND C01415TRUCTION, INC. (530) 898-9328 OFFICE (550)624 -5805C -ELL EMAIL ADDRE55: Infoewaylandconstruction.net LYNN SMITH - DRAFTING L 1 q SYCAMORE VALLEY ROAD, CHICO, GA g 5 q l 3 _= ®+-o�•• (530) 641-0585 WORK (530) 514-0585 CELL 4/r:"ems"os•ATr �E* EMAILADDRE55: LynnSmlth32®ATTnet ATTIC: ATTIC ACCESS: ATTIC AREAS HAVING A CLEAR HEIGHT OVER 50"SHALL BE PROVIDED INITH A 22"X�O"MINIMUM 51ZE OPENING. ORO P-501.1 4 6MC, qO4.1 0. THE ACCESS SIZE SMALL 13E AT LEAST AS LAP &E AS THE LARCSIEST ATTIC, APPLIANCE. THE ACCESS SHALL BE LOCATEP IN A HALLINAY OP. OTHER READILY ACCESSIBLE LOCATION. rA55A&EINAY: A 24')41DE 50LID PASSA6EINAY FROM THE AC,C,ES5 ENTRANCE TO THE APPLIANCE. LENC,TH: INHERE THE PASSA&EINAY 15 LESS THAN VIN HEIGHT, THE DISTANCE TO THE APPLIANCE SHALL NOT EXCEED 20'IN LENGTH. C,PC, 508.4. 1. INORK5PAOF_: A 50"X50" 11ORKIN& FLATFORM TO BE SUPPLIED AT THE SERVICE SIDE OF THE APPLIANCE. CFO 508.4 ATTIC, VENTILATION: ATTICS 4 ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF l'OF AIR5PACE 15 REQUIRED SETINEEN THE INSULATION 4 THE ROOF SHEATHING. THE NET FIREE VENTILATING AREA SHALL NOT BE LESS THAN I / I 50 OF THE AREA OF THE SPACE VENTILATED, imITH 50% OF THE VENTING LOCATED IN THE UPPER PORTION OF THE SPACE I THE BALANCE PROVIDED BY SOFFIT VENTS. CPO R.606. 1 4 R506.2. ATTIO L-1614TIN6 4 _,OONVENIENC�E OVTL-F-T: 5EE"ELECTRICAL NOTES". ATTIO. BATHROOM: - r -1:11-11410 HEIGHTS: SEE CEILIN& HEIOHTS. PRAINS: A 4'DRAIN 15 REQUIRED FOP, BUILDINGS PROVIDING MORE THAN 5 TOILETS. CFO TABLE 1 -5 FOOTNOTE 4. F-XHAU5T.FAN5: INSTALLED P41TH A MINIMUM 50 CFM FOP, INTERMITTENT VENTILATION OP, 20 GFM FOR CONTINUOUS VENTILATION. FAN SHALL BE ENER&Y STAR COMPLIANT 4 PROVIDED P41TH HUMIDITY CONTROL 4 SHALL BE EQUIPPED Y41TH BACK-DIRAFT PAMPERS. OMO 504.1 SEE F-1-F-OTIRICAL NOTES, EXHAUST FANS. EXHAUST PVOT5: TERMINATE OUTSIDE OF THE BUILDING Vil BACK -DRAFT PAMPERS. FAUCETS: FLOY4 RESTRICTED TO 1.2 oSPM o 60 PSL 061550 4.503.1.4.2. JETTED TU55: PROVIDE SERVICE ACCESS PANEL FOP, TUB MOTOR. PROVIDE A 61`01 BREAKER ON A INDIVIDUAL BRANCH CIRCUIT. LAVATORIES: PROVIDE MIRROR AT LAVATORIES. 5HOINER COMPARTMENTS: INATERPROOF SURFACE TO +'7 2*. PROVIDE SAFETY GLASS ENCLOSURE, CURTAIN ROD OR INALK-THRU ENTRANCE TO 5HOINER. MINIMUM FINISHED INTERIOR AREA OF 1024 50. INOHE5 4 CAPABLE OF ENOOMPA95INC, A 50* CIRCLE. SHOINEK VALVE NOTE: 5HOINERS AND TUB-SHOINER COMBINATIONS SHALL BE PROVIDED Y41TH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC,, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC, MIXING VALVE TYPE. C -FC, 405.3 SINGLE SHOYSIER HEAD FLOIR RESTRICTEP TO 2.0 GPM 0 bO PSI. COB50 4.5 03. 1.5.1 MULTIPLE 5HOINER HEADS: INHEN A 5HOINER. 15 SERVED BY MORE THAN 1 SHOINER HEAP, THE COMBINED FLOIN RATE OF ALL 5HOINER HEADS SHALL NOT EXCEED 2.0 GPM e 50 PSI. OP, THE SHOINER SHALL BE PES16NEV TO ALLOri ONLY I SHOINER OUTLET TO BE OPERATED AT A TIME. SHOINER HEAD POSITIONED 50 IT DOES NOT V15C,HAR&E AT THE ENTRANCE OF THE 5HOINER. CFO 40b.q. TOILETS: 1.25 GALLONS PEP, FLUSH MAXIMUM. DUAL FLUSH TOILETS DETERMINED BY AVERA6111,16 2 REDUCED FLUSHES 9 1 FULL FLUSH. C&BSO 4.305. 1. 1. MAINTAIN 15" CLEARANCE FROM C/L OF TOILET TO SIDE INALL OP, OBSTRUCTION. PROVIDE 24"MIN. CLEARANCE IN FRONT. CPC, 402.5 4 CRO R501. 1. TOILETPAIPER HOLDER: PROVIDE BACKING 0 26"ABOVE FLOOR. TOINEL OAKS: PROVIDE BACKING FOR TOINEL BARS 9 44"ABOVE FLOOR. URINAL$: FLOIN RESTRICTEP TO 0.5 OALLON5 PEP. FLUSH. C.6550 4.503.1.2 riHOLE OUILPIN6VENTILATION: SEE"NOTEV, INHOLE BUILDING VENTILATION FOR ADDITIONAL INFORMATION. V41HPOIN5: PROVIDE SAFETY &LASS IF BOTTOM OF (SLAZIN& IS LESS THAN 60'ABOVE A SHO)NEIR. OR TUB SURFACE 4 DRAIN INLET. ORO 505.4.5. FXaF-PTION: GLAZING THAT 15 MORE THAN &0-, MEASURED HORIZONTALLY, FROM INATER'5 EDGE. SEE -NOTrw. GLAZING FOP, ADDITIONAL GLAZING INFORMATION. FLOOR COVERING: SEE -NOTES', FLOOR COVERIN& FOR ADDITIONAL INFORMATION. 5MOKE/C.O. ALARMS: 5EE"NOTES', 5MOKE/O.O. ALARMS FOP. ADDITIONAL INFORMATION. SLEEPING ROOMS SHALL HAVE AT LEAST ONE EMER.6ENCY ESCAPE AND RESCUE OPENING, SUCH AS AN EXTERIOR OPERABLE ININVOIN, COOK OR SIMILAR DEVICE. ORO R5 1 0. I rjIHPOIN5: PROVIDE I DOOR OP, IBEVROOMININVOYq V41TH A MIN. NET CLEAR OFENIN& OF 5.7 SOFT. EXCEPTION: ORAPE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SOFT. ORO IRS 1 0. 1. 5IL_L_HlEI6HT: MAX. 44'ABOVE FLOOR MIN.OPENINO HF16HT: 24". MIN. OPENING INIPT14:20" ININPOIINS MORE THAN 'I 2* ABOVE THE FINISHED GRAVE 4 HAVING OPENINGS LOCATEP 111ITHIN 24* OF THE FINISHED FLOOR TO BE PROVIDED INITH ININVOIN FALL PREVENTION DEVICES OR OPENING CONTROL DEVICES THAT COMPLY INITH A5TM F 2OqO. ORO IRS 12.2. 1. . CEILINIS HEIORTS: HA5ITA5L.F_SPAC,E: HABITABLE SPACE, HALLINAYS 4 PORTIONS OF BA5EMENT5 CONTAINING THESE SPACES SHALL HAVE A OELINry HEIGHT OF NOT LESS THAN 17'. BATHROOMS, TOILET ROOMS 4 LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN &'-b*. EXCEPTIONS: I J FOP, ROOMS Y41TH SLOPED CEILIN&S, THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A CEILIN6 HEIOHT OF NOT LESS THAN V4 NOT LE55 THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A OVUM& HEIGHT OF NOT LESS THAN 1. 2J A 5HOINER. OR TUB INITH A 5HOINERHEAP SHALL HAVE A OEILINO HEI&HT OF NOT LESS THAN 6-WABOVE AN AREA OF NOT LESS THAN 30"BY 50"AT THE SHOINERHEAD. 5.) BEAM5,45IRCERS, PUCT5 OP, OTHER OBSTRUCTIONS IN EASEMENTS r-ONTAININO HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO Y41THIN &'-4'OF THE FINISHED FLOOR. CONSTRUCTION _YNIASTE MANA&EMENT: 1. OON5TKUC,TION ]NASTE-MANAOEMENT: RECYCLE ANP/OR SALVAGE A MINIMUM OF b 5% OF THE NON-HAZARPOUS CONSTRUCTION 4 DEMOLITION INA5TE. C&BO 4.408. 1. 2. OOM5TIRVOTION INA5TE MAN^6EMENT PLAIN: SUBMIT A CONSTRUCTION INASTE MANAGEMENT PLAN. THE CONSTRUCTION ViA5TE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY 4 SHALL BE AVAILABLE PURIN& CONSTRUCTION FOR EXAMINATION BY THE ENFORCIN6 AGENCY. C,&BC, 4.405.2 5. INA5TE_ MANA&EMENT-OOMPANY: UTILIZE A INASTE MANA45EMENT COMPANY, APPROVED BY THE ENFORCIN& A(SENr_Y,)NHIr_H CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION 4 DEMOLITION INA5TE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES INITH SECTION 4.408. 1. NOTE: THE OINNER OP. CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION 4 DEMOUITION INASTE MATERIAL5 INILL BE DIVERTED BY A INASTE MANAGEMENT COMPANY. 4. riA5TE STREAM KEDVOTION ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL COMBINED INEIGHT OF CONSTRUCTION 4 DEMOLITION V4A5TE DISPOSED OF IN LANDFILLS, INHICH DO NOT EXCEED FOUR (4) LBSJSQ. FT. OF THE BUILDING AREA SHALL MEET THE MINIMUM 50 PERCENT CON5TIRVOTION INASTE REDUCTION REQUIP EMENT IN SECTION 4.406. 1. 5. DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY INHICH DEMONSTRATES COMPLIANCE INITH CGEO 4.405.2. EMEROENCY ESCAPE 4 RESCUE: SEE 'NOTE5%5EVROOM, VIINVOY45 FOR ADDITIONAL INFORMATION. E&RESS: F-ORIE55 COOK: AT LEAST ONE EGRESS POOR SHALL BE PROVIDED. THE EaRESS POOP, SHALL BE 51PE-HIN6EP, 4 SHALL PROVIDE A MINIMUM CLEAR INIPTH OF 5 2- INHEN MEASURED BETINEEN THE FACE OF THE DOOR AND THE STOP, IINITH THE POOP, OPEN qO DEGREES. THE MINIMUM CLEAR HEIGHT OF THE POOP, OPENINO SHALL NOT BE LESS THAN '75'IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. CRO K511.2 LANPIN65: THERE SHALL BE A LANDING OP, FLOOR ON EACH 51DE OF EACH EXTERIOR POOR. THE IINIPTH OF EACH LANDING SHALL NOT BE LE55 THAN THE DOOR SERVED. EVERY LANDINO SHALL HAVE A MINIMUM PIMEN51ON OF 36* MEASURED IN THE DIRECTION OF TRAVEL EXTERIOR LANDINGS SHALL BE PERMITTEP TO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2%). ORO IR31 1.5 THE LANVIN& OP, FLOOR ON THE EXTERIOR 51PE SHALL NOT BE MORE THAN 1 S/4" BELOYSI THE TOP OF THE THRESHOLP PROVIVEP THE POOR POF5 NOT SININ& OVER THE LANDING OR FLOOR. CKC, R.51 1.3. 1. SEE -NOTEW, LANDINGS FOR AVE71TIONAL INFORMATION. 5TAIRINAY5: STAIRINAYS SHALL NOT BE LESS THAN 5 &'IN CLEAR IINIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOIN THE KEOUIREP HEADROOM HEIGHT. HANCRAIL5 SHALL NOT PROJECT MORE THAN 4.5"ON EITHER SIDE OF THE 5TAIRIMAY AND THE MINIMUM CLEAR INIPTH OF THE STAIRINAY AT AND BELO)4 THE HANDRAIL HEI&HT, INCLUDINS TREADS AMC) LANDINGS, SHALL NOT BE LE55 THAN 3 1 1/2"IINHEIRE A HANDRAIL 19 INSTALLED ON ONE 51PE AND 2'7* IINHERE HANVRAILS ARE PROVIDED ON BOTH SIDES. ORC, P-511.1 5EE"NOTE57, STAIRS, HANDRAILS 4 GUARDS FOR ADDITIONAL INFORMATION. ENVIRONMENTAL - GUALITY: PROVIDE MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT APE OVOROU5, INPITATING ANWOR HARMFUL TO THE COMFORT 4 INELL BEING OF A BUILDINGS INSTALLER5, OCCUPANTS I NEIGHBORS. 1. FIN1514-MATERIAL. POLLUITANT_COHTROL�: FIN15H MATERIALS SHALL COMPLY IINITH C&EIC, 4.504.2.1 ADHESIVES, SEALANTS 4 CAULKS. ADHESIVES, SEALANTS 4 CAULKS USED ON THE PP,OJFr,T SHALL MEET THE RFOUIRIEMENT5 OF THE FOLLOY41N6 STANDARDS: A. ADHESIVES, APHE51VE BONDING PRIMERS. ADHESIVE PRIMER.5,5EALANT5, SEALANT PKIMER.5,4 CAULKS SHALL COMPLY IINITH LOCAL OR REOIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES INHERE APPLICABLE OR Sr-AOMD RULE I 1 65 VOO LIMITS. AS SHOINN IN TABLE 4.504.1 OR 4.504.2, AS APPUC,ABLE. SUCH PROPUCT5 ALSO SHALL COMPLY Y41TH THE RULE 1 1 68 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE VICHLORfOE, METHYLENE CHLORIDE, PEROHLOROETHYLENE 4 TIRIOHLOKOETHYLENE). 5. AER050L APHEVVE5 4 SMALLER UNIT SIZES OF APHESIVE5,4 SEALANT OR CAULKINC, COMPOUNDS (IN UNITS OF PRODUCT. LESS PACKA61N6, IINHIOH DO NOT INE16H MORE THAN 1 POUND 4 DO NOT CONSIST OF MORE THAN 1 b FLUID OUNCES) SHALL COMPLY INITH STATEINIVE VOC, STANDARDS 4 OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF RE&ULATION5, TITLE I -7, COMMENCIN& INITH SECTION 11450-1. 2. FAINTS 4 COATINGS: C,615C, 4.504.2.2 ARCHITECTURAL FAINTS 4 COATINGS SMALL COMPLY Y41TH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL 5U6GE5TEP CONTROL MEASURE, AS SMONN IN TABLE 4.504.5, UNLESS MORE STIRIN&ENT LOCAL LIMITS APPLY. THE VOO CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS OATE&ORIE5 L15TEP IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYIN& THE COATIN& AS A FLAT, NONFLAT OR NONFLAT-HI&H OLO59 COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSEr-TIONS 4.21, 4.56,4 4.5 -7 OF THE 200-7 CALIFORNIA AIR RESOURCES BOARD, 5U(SOE5TEP CONTROL MEASURE, 4 THE CORRESPONVINO FLAT, NONFLAT OR NONFLAT-HI45H CIL055 VOC, LIMIT IN TABLE 4.504.5 SHALL APPLY. 5. AEP -050L PAINTS 4 OOATIN65: 06130 4.504.2.3 AEROSOL FAINTS 4 COATIN65 SHALL MEET THE PRODUCT-INEI&HTED MIR LIMITS FOR ROO IN SECTION q4522(A)(3) 4 OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC, COMPOUNDS 4 OZONE DEPLETING SUBSTANCES, IN SECTIONS q4522(0)(2) 4 (V)(2) OF CALIFORNIA COVE OF REOULATIONS, TITLE 1 7, COMMENOIN& V41TH SECTION -14520; 4 IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY INITH THE PERCENT VOC, BY INE1614T OF PRODUCT LIMITS OF REGULATION 5, RULE 4 q. 4. VERIFICATION: 4.504,2.4 VERIFICATION OF COMPLIANCE V41TH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCIN& AGENCY. DOCUMENTATION MAY INCLUDE, BUT 15 NOT LIMITED TO, THE FOLLOININ&: A. MANUFACTURER'$ PRODUCT SPECIFICATION. B. FIELD VERIFIC,ATION OF ON-51TE PRODUCT CONTAINERS. 5. INTERIOR-MOISTVIRE CONTROL: A. C-ONCIRFTE SLAB FOUNDATIONS: 4.505.2 CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING COVE, CHAPTER 1 q OP, CONCRETE SLAB -ON -GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL COVE, CHAPTER 5, SHALL ALSO COMPLY INITH THIS SECTION. ' -T- - I -.- __ - � - -7-- --- I -- I ---I' - t ! � ; � I I B. CAPILLARY SPEAK: C -65C, 4.505.2.1 A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE INITH AT LEAST ONE OF THE FOLLOININO: 1.) A 4* THICK (1 0 1.6 RNRN) BASE OF L/ZINCH (11 2.1 MM) OR LAIR&ER CLEAN ACIORE&ATE SHALL BE PROVIDED P41TH A VAPOR RETARVER IN DIRECT CONTACT INITH CONCRETE 4 A CONCRETE MIX DESIGN, riHICH Y41LL ADDRESS BLEEDING, SHRINKA&E, 49 CURUNC7,5HALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AC,I 302.2R. -Ob. 2.) OTHER EQUIVALENT METHODS APPROVED BY THE ENFOROINC7 AGENcy. S.) A SLAB DESIGN 5PEr-IFIEV BY A LICENSEV DE516N PROFESSIONAL C. MOISTURE CONTENT OF BUILDING MATERIALS: CGEC, 4.505.3 BUILDING MATERIAL5 Y41TH VISIBLE SIGNS OF YlATER PAMA6E SHALL NOT BE INSTALLED. INALL 4 FLOOR FRAMIN6 SHALL NOT BE ENr_LO5EP INHEN THE FRAMINC7 MEMBERS EXCEED I q% M015TURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE Y41TH THE FOLLOININ6: A. M015TURE CONTENT SHALL BE DETERMINED AITH EITHER A PROIBE-TYPE OR CONTACT -TYPE MOISTURE METER. EOUtVALEHT M015TURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORCINC7 AGENCY 4 SHALL SATISFY REOUIREMFNT5 FOUND IN O&BO 1 0 1.6. B. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2'TO WFROM THE GRACE STAMPED ENV OF EACH PIECE TO BE VERIFIED. O. AT LEAST THREE RANDOM M015TURE IREAPIN65 SHALL BE PERFORMED ON INALL 4 FLOOR FRAMIN(5 F41TH DOCUMENTATION ACCEPTABLE TO THE ENFOROINO AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE INALL 4 FLOOR FRAMING. V. INSULATION PRODUCT5 INHICH ARE V1515LY INET OP. HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOINED TO CRY PRIOR TO ENCLOSURE IN IINALL OR FLOOR CAVITIES. INET -APPLIED INSULATION PRODUCTS SHALL FOLLOri THE MAWFACTURERVIPRYIN& RECOMMENDATIONS PRIOR TO ENCLOSURE. FIRE SPRINKLER-5YSTEM: ,- - -_ - _­ - � AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE V41TH NFPA 1 3D OP, ORO SECTION R.3 1 3.3- PES1614 5YOTHER5. EXOFFTION: AUTOMATIC FIRE SPRINKLER SYSTEM 15 NOT BE REQUIRED FOP, ADDITIONS OP. ALTERATIONS TO EXISTINO BUILDINGS THAT ARE HOT ALREADY PROVIDED INITH AN AUTOMATIC, RESIDENTIAL SPRINKLER SYSTEM. ORO R5 1 5.2. FIREPLACES: 6A5 FIREPLACE: SHALL BE PIRECT-VENT SEALED-r-OMBU5TION TYPE. ALL FACTORY BUILT FIREPLACE5 SHALL BE L15TED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE INITH THE CONDITIONS OF THE LISTING. FIREPLACES SHALL BE TESTED IN AC,CORPANCE Y41TH UL 12-1. THE INSTALLATION MANUAL SHALL BE AVAILABLE FOR REVIEP4 BY THE BUILDING INSPECTOR UPON REQUEST. C&BC 4.503. 1, ORO R I OOK, Cmc q05.2. INOOP STOVES 4 PELLET STOVES: INSTALL AS FER MFG. SPECS 4 COMPLY INITH U.S. EPA PHASE 11 EM155ION LIMITS. IINOOP STOVE FLUE: TO EXTEND NOT LESS THAN S'ASOVE THE HIGHEST POINT INHERE IT PASSES THROU61H A ROOF AND NOT LESS THAN VNISHER, THAN A PORTION OF A BUILVIH6 V41THIN A HORIZONTAL DISTANCE OF 1 O'. C,Mr_ 802.5.4 FIR F-PLACIES, INOOPSTOVES -4 FF-"r=T STOVES: SHALL ALSO COMPLY INITH APPLICABLE LOCAL ORDINANCES. FIRE 51-OOKIN(5: PROVIDE FIRE BLOCKING AT PLATE LINE OF FIREPLACE. R302.11.4 F IRE -RESISTANT __ CONSTRUCTION: 2.) UNPIEK-STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE INALLS, UNPEIR-5TAIR SURFACE AND ANY SOFFITS PROTECTEP ON THE ENCLOSED SIPE INITH 1/2"GYPSUM BOARD. 5.) FIKWLOC�KIN6: IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKIN& SHALL BE PROVIDED TO OUT OFF ALL CONCEALED DRAFT OPENIN65 (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETINEEN STORIES, AND IBETINEEN A TOP STORY AND THE ROOF SPACE. FIRE51LOOKINC, SHALL BE PROVIDED IN INOOV-FRAME CONSTRUCTION IN THE FOLLOININO LOCATIONS: A. IN CONCEALED SPACES OF STUD INALLS AND PARTITIONS, INCLUDING FURRED SPACES AMP PARALLEL IROINS OF STUDS OR 5TAC56ERED STUPS, AS FOLLOINS: 1) VERTICALLY AT THE CEILIN6 AND FLOOR LEVELS. 2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 1 O'. 13. AT ALL INTERCONNECTIONS BETINEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, PROP CEILINS5 AMP COVE CEILIN&S. C. IN CONCEALED SPACES BETINEEN STAIR STRINGERS AT THE TOP AND 150TTOM OF THE RUN. ENOLOSEV SPACES UNDER STAIRS SHALL COMPLY INITH SECTION F.302.1. V. AT OPENINGS AROUND VENTS, PIPES. DUCTS, CABLE5 AND Y41RES AT r-EILINO AND FLOOR LEVEL, INITH AN APPROVED MATERIAL TO RES15T THE FREE PASSAISE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 1 36 REQUIREMENTS. E. FOR THE FIREBLOCKINS OF CHIMNEYS AND FIREPLACES, SEE SECTION R. 1 003. 1 11. FLOOD ZONE: FOP, PROPERTIES LOCATED IN A FLOOD ZONE A: 1,) PROVIDE TINO COMPLETED FEMA FLOOD ELEVATION CERTIFICATES PREPAP ED BY A CALIFORNIA IREOISTERED PROFESSIONAL OR LAND SURVEYOR,. 2.) IF REQUIRED, PROVIDE FLOOD RESISTANT r-ON5TRur-TION. ORO R522. 3J IF REQUIRED, THE BOTTOM OF FLOOD VENTS (FV) SHALL BE NO HIGHER THAN 1 FOOT A50VE OR -AVE. 4.) IF REQUIRED, PROVIDE AT LEAST TY40 b"x 1 4' &AP,A(5E VENTS (&V) IN EXTERIOR 6ARAOE)NALLS, LOCATED ON OFF051TE SIDES OF ADJACENT INALL5 V41TH A TOTAL NET AREA OF NOT LESS THAN I SQUARE INCH FOR EVERY SQUARE FOOT OF FNCL05ED AREA. THE BOTTOM OF THE OPENING SHALL BE NO HIGHER THAN 1' ABOVE 6RAVE. 5.) A FINISHED CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIORTo FINAL APPROVAL OF THIS STRUCTURE. FLOOKIN& COVERINO: CAIRPET SYSTEMS: ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING 4 PRODUCT REQUIREMENTS OF ONE OF THE FOLLOY41NO: C,68C, 4.504.5 1.) CARPET 4 RU& INSTITUTE'S GREEN LABEL PLUS PRO&RAM. PARTMENT OF PUBLIC, HEALTH,"5TANDARP METHOD FOP, THE TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EM15SIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS: VERSION 1. 1, FEBRUARY 20 1 0 (AKA SPECIFICATION 0 1 550.) 5.) NSF/ANSI 140 AT THE CvOLV LEVEL. 4.) SCIENTIFIC OERTIFICATIONS SYSTEMS INDOOR APVANTA615� GOLD. CARFET-C,USHION: ALL CARPET CUSHION INSTALLEP IN THE 5UILDIN6 INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET 4 RU& INSTITUTE'S 45REEN LABEL PROGRAM. C -65C, 4.504.5.1 CAR.PF-T-APHESIVE: ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TA5LE4.504.1. C,68C,4.504.5.2 KE5ILIEHT,FLOOPINOSYSTF_M5-- INHERE RE51LIENT FLOORINO 15 INSTALLED, AT LEAST 50 PERCENT OF FLOOR AREA RECEIVIN6 RESILIENT FLOORIN& SHALL COMPLY )NITH ONE OR. MORE OF THE FOLLOININ(5: C,65C, 4.504.4 1.) A VOC, EMISSION LIMITS DEFINEV IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHFS) HIGH PERFORMANOE PRODUCTS DATABASE. 2.) PRODUCTS COMPLIANT )NITH CHIPS CRITERIA CERTIFIED UNDER THE (51REENCIUAIRP CHILDREN 4 SCHOOLS PRO61RAM. 5.) CERTIFICATION UNDER THE RESILIENT FLOOR COVERINC, INSTITUTE (RFC,I) FLOOR SOORE PROOKAM. 4.) MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,'STANDARD METHOD FOR THE TESTING 4 EVALUATION OF VOLATILE OR&ANIC, CHEMICAL EMISSIONS FROM INDOOR SOURCES U51N& ENVIRONMENTAL CHAMBERS,' VER51ON 1. 1. FEBRUARY 20 1 0 (AKA SPECIFICATION 0 1 550). OOMP051TE P400P PRODUCTS: HARPP4OOD PLYINOOV, PARTICLEBOARD 4 MEDIUM DENSITY FIBERBOARD COMPOSITE INOOP PRODUCTS USED ON THE INTERIOR OP, EXTERIOR OF THE BUILVIN& SHALL MEET THE REQUIREMENTS FOP, FORMALDEHYDE AS SPECIFIED IN ARE'S AIR TOXIOS CONTROL MEASURE FOP, COMPOSITE V400D Wl OCR q 5 120 ET SEW, BY OP, BEFORE THE PATES SPECIFIED IN THOSE SECTIONS, AS SHOINN IN TABLE 4.504.5. 6656 4.504.5 DOCUMENTATION: VERIFICATION OF COMPLIANCE)MTH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOININCv: 0684, 4.504.5.1 1.) PRODUCT CERTIFICATIONS 4 SPECIFICATIONS. 2.) CHAIN OF CUSTODY CERTIFICATIONS. S.) PRODUCT LABELED 4 INVOICED AS MEETING THE COMP051TE Y400D PRODUOTS RE(5ULATION (SEE COR, TITLE 1 *7, SECTION q 3120, ET SEO.). 4.) EXTERIOR ORAVE PRODUCTS MARKED AS MEETING THE PS- 1 OP, P5-2 STANDARDS OF THE ENGINEERED Y4000 ASSOCIATION, THE AUSTRALIAN A51NZS 226cl OF, EUROPEAN 636 3S STAINVARDS. 5.) OTHER METHODS ACCEPTABLE TO THE ENFORCINC, AGENCY. FOUNDATION: PRAINA6E: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AINAY FROM THE BUILDING AT NOT LE55 THAN 6* IN THE FIRST 1 0'(5% SLOPE). ORO R401.5. RA15EP FLOOR VENTILATION: CRAINL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINOS INTO THE UNVERFLOOR AREA INALLS. SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN I SOFT FOR EACH 150 SOFT OF UNDERFLOOR. AREA. ONE VENTILATION OPENING SHALL BE LOCATED INITHIN VOF EACH CORNER OF THE BUILDING. OPENINGS SHALL BE LOCATED 50 AS TO PROVIDE CROSS VENTILATION. FOUNDATION VENTS: SHALL BE COVERED Y41TH CORKOSION-RESISTANT Y41RE MESH Y41TH OPENINGS NOT LESS THAN 1 /W AND NOT TO EXCEED 1/4'IN DIMENSION. ORO K405. SEE IN.U.I. NOTES FOR PROPERTIES LOCATED IN A INILD-LAND URBAN INTERFACE. FOUNDATION ACCESS: PROVIDE CRAINIL 5PACE5 INITH A MINIMUM OF 1 ACCESS OPENING. IF ACCESS 19 THROUGH THE FLOOR, IT SHALL NOT BE LESS THAN I b' BY 24*� IF THROU(5H A PERIMETER INAL.L IT SHALL NOT BE LESS THAN I &'BY 24". CRC, P.406.4. 5L_A5$-ON-6RAVE-- PROVIDE A b -MIL POLYETHYLENE VAPOR. RETARDER INITH JOINTS LAPPED NOT LESS THAN b* BETINEEN THE BASE COURSE OR. SUBGRAPE 4 THE CONCRETE FLOOR SLAB. ORO FZ506.2.5. UNPERFLOOR OLFANOUTS: SHALL BE LOCATED V41THIN 20'OF CRAINIL SPACE ACCESS. GARAGE: PViELLIN6/OARA&E ANP/OR. CARPOIRT-515PARATION-. A. FROM THE RESIDENCE AMP ATTICS: NOT LESS THAN 1/2'6YP5UM BOARD OP, EQUIVALENT APPLIED TO THE 6ARA&E SIDE. B. FROM ALL HABITABLE ROOMS ABOVE THE GARAC7E OR CARPORT: NOT LESS THAN 5/5'TYPE X OYPSUM 50ARD OR EQUIVALENT. C. 5TP-ur-TURE(B) SUFFORTIN& FLOOR./C,EILIN6 ASSEMBLIES USED FOR SEPARATION REQUIRED BY TH15 SECTION: NOT LE55 THAN 112'&YP5UM BOARD OP. EQUIVALENT. P. &ARA&E5 LOCATED LESS THAN S'FROM A DINELLIN& UNIT ON THE SAME LOT: NOT LE55 THAN 1/2' GYPSUM BOARD OP, EQUIVALENT APPLIED TO THE INTERIOR SIPE OF EXTERIOR 111ALLS THAT AREINITHIN TH15 AREA. HABITABLE SPACE ABOVE: A50VE A &AIRA&E MUST BE SEPARATED BY 5/5" TYPE X GYPSUM BOARD. ORC, TABLE P.302.6 DOORS: COORS BETINEEN THE PINELLINC, 4 &ARA61E TO BE 1 5/5* THICK. SOLID CORE INOOD, SOLID CORE STEEL, HONEYCOMB CORESTEEL, OR A POOR IINITH A 20 MINUTE FIRE PROTECTION RATIN6, AND 13E SELF-OLOSINC, 8 SELF-LATCHIN6. EXCEPTION: &ARA&ES THAT HAVE FIRE SPRINKLERS NEED ONLY BE 5ELF-CLOSINO 4 SELF-LATC,HIN&. CRO R302.5. 1. POOR -FROM OARA&M TO 13EPROOM: NO OPENINOS ARE PERMITTEV FROM &AIRA&E DIRECTLY INTO A ROOM U5EP FOR SLEEPING. ORO 502.5.1 STAIRS: ENOLOSEP ACCESSIBLE AREAS UNDER STAIRS SHALL BE COVERED BY 1/2"C,YPSUM BOARV. ORO TABLE RaO2.6 DUCTS: PUCTS IN THE GARAGE THAT PENETRATE THE SEPARATION MUST BE A MINIMUM OF 26 (5AU(5E STEEL INITH NO OPENINGS IN THE &AIRA&E. R302.5.2. 5UIPPORTIN& ELEMENTS: SUPPORTIN6 ELEMENTS OF SEPARATION ARE NO LON6ER REQUIRED TO BE PROTECTED. (5ARA(5F_ COOK: HOLD &ARA45E FLOOR BACK 50 THAT DOOR LANDS ON APRON 5/4'BELOIN 6ARA(SE FLOOR. &AIRA&F POOR OPENER; SHALL BE LISTED IN ACCORDANCE Y41TH UL 525. ORO R50cf.4. 6AR.A(5F_ POOR OPENING: FIN15HFD OPENING TO BE I* SHORTER IN HF-16HT 4 2' NAPROINER THAN INIDTH OF &ARA(5F_ POOR SIZE. PROVIDE SOLID BLOCKING AT CENTER OF POOR FROM HEAVER TO A MINIMUM OF 14'ABOVE TOP OF DOOR. OARA&E FLOOR: THE FLOOR SHALL BE SLOPE TO FACILITATE THE MOVEMENT OF WOUID5 TO THE FRONT DOOR. ORO R.50q. 1. EV OAFADILITY: A LISTED RAr_EYiAY SHALL BE INSTALLED TO ACCOMMODATE A DEVICATEP 205/240 -VOLT BRANCH CIROUIT ORI&INATINC, AT THE MAIN SERVICE OR SUB PANEL 4 SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENc,LOqURF_ FOR THE FUTURE INSTALLATION 4 USE OF ELECTRIC VEHICLE (Ev) cHAROERS. THE RAcEINAY SHALL NOT BE LESS THAN 1"IN51DE VIAMETER. 4 SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OP. CONCEALED AREA5 AND SPACES. THE SERVICE PANEL ANP/OR 5UBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40 -AMP MINIMUM 13RANCIH CIRCUIT. THE RACEIINAY TERMINATION LOCATION SMALL BE PERMANENTLY AND VISIBLY MARKED AS 'EV CAPABLE". C,650 4.106.4.2.5. INATER _50FTHERS� PROVIDE 5/4"PIPE CONNECTION. OPC, b 1 1.4. OLAZINO: HABITABLE KOOM5: EXTERIOR &LAZED OPENINGS FOR NATURAL LIGHTING SHALL BE A MINIMUM OF 8% OF THE ROOM FLOOR, AREA. ARTIFICIAL LIGHTING MAY BE USED IN LIEU OF NATURAL LIGHTING. ORO R.303. 1 OPENABLE VENTILATION AREA SHALL BE 4% OR MORE OF THE ROOM FLOOR AREA. IF LIEU OF EXTERIOR OPENINGS, A MECHANICAL VENTILATION SYSTEM MEETING C,MG REQUIREMENTS MAY BE PROVIDED. ORO R503.1 NEXT -TO COORS: SAFETY GLASS IS REQUIRED 11HEN)NITHIN A 24* OF EITHER. SIDE OF THE COOK IN THE PLANE OF THE COOK IN A CLOSED POSITION. ALSO INHERE GLAZING 19 ON A INALL PERPENVIOULAR TO THE PLANE OF THE POOP, IN A CLOSED POSITION 4 IINITHIN 24' OF THE HINGE SIPE OF AN IN-51NINSIN6 DOOR. R305.4.2. SAFETY &LA5515 REGUIREP IF ALL OF THE FOLLOININO CONDITIONS ARE MET: 1.) EXPOSED AREA OF INDIVIDUAL PANE 15 LAR&ER THAN q SQUARE FEET; 2.) THE BOTTOM EDGE IS LE55 THAN 1 WABOVE THE FLOOR; 5 ' ) THE TOP EDGE 19 MORE THAN 5 6"A50VE THE FLOOR; 4.) A INALKIN& SURFACE 15 INITHIN 56'FROM THE GLAZING MEASURED HORIZONTALLY IN A STRAIGHT LINE. C,RO 505.4.3 SAFETY GLASS 15 REQUIRED INVOOKS 4 OUTDOORS AT 6LA5S IN IINALLS, ENCLOSURES OR FENCES CONTAINING OR FACING NOT TUBS, SPAS, INHIRLPOOLS, SAUNAS, STEAM ROOMS. BATHTUBS, SHOINER.5 4 INDOOR OP, OUTDOOR FOOLS INHERE THE 130TTOM EDGE OF THE &LASS IS V41THIN 60� MEASURED VERTIOALLY ABOVE A STANDING OR HALKINC, SURFACE. ORO 508.4.5. ADJACENT TO BOTTOM OF STAIR LANPIN6: AT THE BOTTOM OF THE 5TAIRINAY)NNEIRE THE GLAZINO 6 LESS THAN 56" ABOVE THE LANDING it INITHIN 60"HORIZONTAL APIC, LESS THAN 1 50* FROM THE BOTTOM TREAD NOSING SHALL BE SAFETY GLASS. ORO R305.4.1. OREEN PLANNIN& 4 VE516N: PUKING CONSTRUCTION, ONE OR MORE OF THE FOLLOININO MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOOPINO OF THE ADJACENT PROPERTY, PREVENT ER05ION 4 RETAIN SOIL RUNOFF ON THE SITE: 1 J RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM INATER ON SITE. 2.) INHERE STORM INATER IS CONVEYED TO A PUBLIC PP,AINAr.r= SYSTEM, COLLECTING POINT, GUTTER OR SIMILAR DISPOSAL METHOD, IINATER. SHALL BE FILTERED BY USE OF A BARRIER SY5TEMINATTLE OR OTHER METHOD APPROVED BY THE ENFOROIN& AGENCY. 3.) COMPLIANCE P41TH A LAINFUL ENACTED STORM INATER MANAGEMENT ORDINANCE. 4.) METHODS TO MANAGE SURFACE INATER INOLUPE: SINALES, INATER COLLECTION 4 DISPOSAL SYSTEMS, FRENCH DRAINS, INATER RETENTION GARDENS I OTHER IINATER MEASURES INHICH KEEP SURFACE INATER AINAY FROM BUILDINC79 9 AID IN 61ROUNDINATER RECHARGE. HEATINIS-4 COOLIN6: HVAr_SY5TF_MS IN5TAL-1,ERS: MUST BE TRAINED 4 OFRTIFIEP IN THE PROPER INSTALLATION OF HVAO SYSTEMS. C -60C, '702. 1. PUKING ROUGH INSTALLATION OP, STORAGE ON SITE 4 UNTIL FINAL STARTUP OF THE HEATING 4 COOLIN& EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINOS SHALL BE COVERED INITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS. HEATIMO: PINELUN& UNITS SHALL BE PROVIDED Y41TH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 667 AT A POINT WABOVE THE FLOOR 4 2'FROM EXTERIOR INALLS IN ALL HABITABLE ROOMS. PORTABLE HEATERS SHALL NOT BE USE17 TO ACHIEVE COMPLIANCE rilTH TH15 SECTION. ORO 50S.q. FORCEP AIR UNIT: ATTACHMENT: INSTALL PEP, HVAC, CONNECTION DETAIL ATTIC FA55A(5E)NAY: PROVIDE UNOBSTRUCTE12,50LID FLOOR NOT LESS THAN 24'. THE ATTIC, FURNACE ACCESS SHALL NOT EXCEED 20'FROM THE ATTIC, ACCESS OPENIN& IF THE CLEARANCE HEIGHT 15 LESS THAN VIN HEIGHT. 6MC, SECTION qO4.11.2. PROVIDE MINIMUM 30'X50"X5O"H*H INORKINC7 SURFACE IN FRONT OF SERVICE SIDE OF F.A.U. COMPENSATION DRAIN FAN: PROVIDE A IINATERTIGHT CORROSION -RESISTANT METAL PAN BENEATH THE F.A.U. INITH NOT LESS THAN A 5/4* DIAMETER DRAIN TO AN APPROVED LOCATIOk. C -FC, 50-7.4. 4 C,Mr_ 512.2. DRAIN PAN: FOP, PROPANE F.A.U.'5 PROVIDE DRAIN PAN AS PER C,MC, SECTION 303.1.1 TO PROVIDE FOP, REMOVAL OF UNBURNED GAS. SERVICEP15CONNEOT: 4 PROVIDE 22OvELEC,T.PI5C,ONNEC,T41 IOYFROTECTEP 5ERVIOE RECEPTACLE V41THIN 2 5'. C,MC, 3 I 0. 1. MVA(:� OONPEN5IN6 UNIT: CONCRETE PAC OR APPROVED BASE EXTENDIN6, WOR MORE ABOVE GROUND LEVEL - SERVICE DISCONNECT: PROVIDE 220v ELECT. D150ONNECT INITHIN 25'IN/ 50"x3O" CLEAR INORKSPACE 4 1 1 Ov INP (5FC,f PROTECTED SERVICE RECEPTACLE Y41THIN 25'. CEO 210.65 49 C,MC, 5 1 0.1. IRRIOATION SYSTEMS: OUTDOOR IRRIGATION CONTROLL-ERS: C&SO 4.504. 1: AUTOMATIC IRRIGATION SYSTEM CONTROLLER5 FOR LANDSCAPING PROVIDED BY THE BUILDER 4 INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY INITH THE FOLLOVIINC7: A CONTROLLERS SHALL BE INEATHER.- OR SOIL M015TURE-BASED CONTROLLERS THAT AUTOMATICALLY A17JUST IIRRICSATION IN RESPONSE TO CHAN&ES IN PLANTS' NEEDS AS INEATHER CONDITIONS OHAN(51E. B INEATHER-BASED CONTROLLERS INITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOP, LOCAL RAINFALL SHALL HAVE I A 5EPARATEINIREP OR INIRELE55 RAIN SEN50R IINHICH CONNECT5 OR COMMUNICATES INITH THE CONTROLLER(S). SOIL MOISTURE-BASEP CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. KITCHEN 4 DININO: 15LANP SINKS: SPECIAL VENTINS 15 REQUIRED. SEE CPO, SECTION q 0 q. KITr-HEN FAUCrETS: FLOIN RESTRICTED TO 1.6 GPM 0 60 PSI. TEMPORARY INCREASE TO 2.2 GPM ALLOINED BUT SHALL DEFAULT TO 115 GPM. C,65C, 4.503.1.4.4 REFF.16IF-PATOR. SPACE: PROVIDE INATER HOOKUP. EXHAUST DUCTS: KAN&E VENTS SHALL BE EQUIPPED Y41TH BACK-PRAFT PAMPERS VENTED TO OUTSIDE OF THE BUILDING. C,MC, 504.1 FLOOR OOVERINC­ SEE "NOTES', FLOOR COVERING FOR ADDITIONAL INFORMATION. LANPINOS: LANDIN&S: THE LANDING AT AN EXTERIOR POORINAY SHALL NOT BE MORE THAN '7.,75* BELOA THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR, STORM OR SCREEN DOOR, DOES NOT SININ& OVER THE LANDINO. ORO R511.5.2. PROVIDE 5 6* MINIMUM LANDING AT ALL EXTERIOR COORS. 5EE'NOTF-5'. EGRESS FOR ADDITIONAL INFORMATION. HANPRAII-5: PROVIDE HAN17RAILS ON AT LEAST (1) SIDE OF STEPS INITH (4) OR MORE RISERS. ORO R5 1 1.1.5. SEE'NOTE5', STAIRS, LANDINGS 4 GUARDS FOR. ADDITIONAL INFORMATION. GUARDS: GUARDS ARE REQUIRED FOR INALKING SURFACES LOCATED MORE THAN 30" ABOVE ADJACENT &RAVE. ORO R5 12.1.1. SEE -NOTES', STAIRS. LANDINC75 4 GUARDS FOR ADDITIONAL INFORMATION. LAUNDRYROOM: DRYER EXHAUST: I J PROVIDE 4* MIN. EXHAUST DUCT TO OUTSIDE AIR INITH SACK -DRAFT DAMPEK. MAXIMUM LENGTH FOP, THE DRYER EXHAUST DUCT 19 14'IIN/ 2 ELBOINS. C,MO 504.1.2. 2.) DRYER VENT TO TERMINATE Sb* MIN. FROM ANY ININVOM OPENING. 5.) TERMINATE NOT LESS THAT 5'FROM PROPERTY LINE OP. BUILDING OPENINGS. 4.) PROVIDE 100 SO INCHES OF VENT 0 LAUNDRY ROOM DOOR, EXCEPT FOR THE FOULOINING: 8'TALL LAUNPRY ROOMS OF 21 q SOFT OR MORE; WTALL LAUNDRY ROOMS OF 1 q 5 SOFT OR MORE; I O'TALL LAUNDRY ROOMS OF 11 5 SOFT OR MORE. CONFINFP SPACES 4 CLOSETS: PROVIDE I 00 SO INCHES OF VENT e LAUNDRY ROOM DOOR IN ROOMS LESS THAN I'l 50 CU FT. (TYPICAL PRYER IS, 55,000 5TU1H 4 REQUIRES 11 5 0 C,U FT OF COMBUSTION AIR SPACE.) EXHAUST PUCT5: TERMINATE OUT51DE OF THE BUILDING IN/ BACK -DRAFT PAMPERS. FLOOR COVER11416: SEE"NOTF-5", FLOOR C,OVERIN6 FOR ADDITIONAL INFORMATION. r4HOI_F VVIL-VIN6 VENTILATION: SEE'NOTES', INHOLE BUILDING VENTILATION FOR ADDITIONAL INFORMATION. LEISAL REGUIREMENTS: PERMIT ON 51TE: A COPY OF THE BUfLVIN& PERMIT MUST BE KEPT ON SITE UNTIL THE INORK 15 COMPLETED AND A FINAL INSPECTION HAS SEEN MADE. (SEC. 105.1) I-OMEST FLOOR ELEVATION: IN FL.00V HAZARD AREAS, AN ELEVATION CERTIFICATE 15 REQUIRED AFTER PLACEMENT OF THE LOINEST FLOOR BEFORE PROCIEEPINC, Y41TH CONSTRUCTION ABOVE. SEE -NOTES', FLOOD ZONE FOR ADDITIONAL INFORMATION. LIGHT -4 VENTILATION: I_*HT 4 VENTILATION: ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 5% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH IMINVOINS, DOORS, LOUVERS OR OTHER APPROVED OPENINOS TO THE OUTDOOR. AIR. SUCH OPENINGS SHALL BE PROVIDED Y41TH READY ACCESS OR SHALL OTHERY41SE BE READILY CONTROLLABLE BY THE BUILVINO OCCUPANTS. THE MINIMUM OFENABLE AREA TO THE OUTDOORS SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. ORO R505. ADJOINING ROOMS-. FOR THE PURP05E OF DETERMINING LIGHT AND VENTILATION Y ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM INHEN AT LEAST 50% OF THE AREA OF THE COMMON INALL 15 OPEN AMP UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN 1 / 1 0 OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET. LOCATION ON LOT: 1.) EXCEPT INHERE ZONING REGULATIONS ARE MORE RESTRICTIVE, ANY EXTERIOR INALL OF A PINELLIN& MUST BE AT LEAST I O'FROM THE PROPERTY LINE UNLESS IT 19 AT LEAST ONE-HOUR FIRE-IRES15TAINT CONSTRUCTION. 2J ININVOINS 4 OPENIN65: THE AREA OF UNPROTECTED 4 PROTECTED ININDOINS 4 OTHER EXTERIOR NALL OPENINGS IS NOT LIMITED, PROVIDED THE DISTANCE TO THE PROPERTY LINE 15 GREATER THAN 5'. SJ ININVOINS 4 OPENINGS; ININVOIN5 4 OTHER OPENINGS GREATER THAN VBUT NOT MORE THAN 5'FROM THE PROPERTY LINE APE LIMITED IN AREA TO 2 5 % OF THE INALL AREA. 4J Y41NDOINS 4 OPENIN65: ININVOINS 4 OTHER OPENINGS ARE NOT PERMITTED INITHIN 5' OR LESS OF THE PROPERTY LINE. 5J ANY EXTERIOR INALL OF A DETACHED 6ARA6E OR OTHER, GROUP U OCCUPANCIES MUST BE AT LEAST VFROM THE PROPERTY LINE UNLESS IT 15 OF AT LEAST ONE-HOUR FIRE-RESISTANT CONSTRUCTION. ININPOIN5 4 OTHER OPENINSS ARE NOT PERMITTED Y41THIN 9 FEET OR LE55 OF THE PROPERTY LINE. 0 ONE-HOUR FIRE-RESISTANT CONSTRUCTION INCLUDES THE FOLLOININ6: A. EXTERIOR PLASTER OVER METAL OR INIRE LATH ON THE OUT51DE 4 5/5* TYPE X GYPSUM INALLSOARP ON THE INSIDE. B. THREE-FOURTH5-INC,H PROP SIVINO OVER 1/2"6YPSUM SHEATHING ON 2* x 4" INOOP STUDS AT 1 b"c/c ON EXTERIOR SURFACE V41TH INTERIOR SURFACE TREATMENT AS SPECIFIF0 IN ITEM 1. GYPSUM SHEATHING NAILED Y41TH 1 5/4"BY NO. I 1 OA&E BY -1 /I 6'MEAV GALVANIZED HAILS AT W c1c. SIDING NAILED INITH ld GALVANIZED SMOOTH BOX NAILS. C. ADDITIONAL ASSEMBLIES FOR FIRE-RESISTANCE-RATEP IINALL ASSEMBLIES ARE LOCATED IN TABLE 1 20.1(2). (5Er_.'l 20. 1) -1.) INALLs IPERPENVICULAR TO THE PROPERTY LINE ARE NOT IRE&ULATEP. OPERATION 4 MAINTENANCE MANUAL: 1.) OrERATION 4 MAINTENANCE MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT VISO, INEB-BA5ED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCINC, A&ENOY INHICH INCLUDES ALL OF THE FOLLOININ& SHALL BE PLACEP IN THE BUILDING: A. DIRECTIONS TO THE OINNEIR OR OCCUPANT THAT THE MANUAL SHALL REMAIN INITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. E. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLOININC­ 1) EQUIPMENT 4 APPLIANCES, INCLUDIN& INATER-SAVIN& DEVICES 4 SYSTEMS, HVAC, SYSTEMS, IINATER-HEATIN6 5Y5TEMS 4 OTHER MAJOR APPLIANCES 4 EQUIPMENT. 2) ROOF 4 YARP DRAINAGE, INOLLIVINO GUTTERS 4 VOINN5POUTS. 5) SPACE CONDITIONING SYSTEMS, INCLUVIN& CONDENSERS 4 AIR FILTERS. 4) LANDSCAPE IRRIOATION SYSTEMS. 5) INATER REUSE SYSTEMS. 2J INFORMATION FROM LOCAL UTILITY, IMATER 4 INASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INOLUVIN6 RECYCLE PROORAMS 4 LOCATIONS. 5.) PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA, 4.) EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTrmioR RELATIVE HUMIDITY BETINEEN 50-60 PERCENT 4 INHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RAN(SE. 5.) INFORMATION ABOUT INATER-CONSERVIN& LANDSCAPE 4 IRR.16ATION DES16N it CONTROLLERS INHICH CONSERVE INATER. 6.) INSTRUCTIONS FOR MAINTAINING GUTTERS 4 POINNSPOUTS 4 THE IMPORTANCE OF DIVERTING INATFR AT LEAST VAINAY FROM THE FOUNDATION. 1.) INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTINO, &RADIN6 AROUND THE BUILDING, ETC. 5.) INFORMATION ABOUT STATE 50LAR ENERSY 4 INCENTIVE PROGRAMS AVAILABLE. 10 A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR TH15 COPE. INAYLAND CONSTRUCTION, INC. (550)bqb-q52bOFFIr_E (530)624-3805CELL EMAIL ADDRE55: Infoewaylandr-onstruction.met PLUMBING: . 140SE BOSS: INSTALL NON -REMOVABLE BAC,KFLOr4 PREVENTION DEVICES. C,Pr_ 605.5.7. REMODELS: FOP, ALTERATIONS OR IMPROVEMENTS TO SIN&LE-FAMILY IRE51VENCE5, AS A CONDITION FOR ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR FINAL PERMIT APPROVAL. THE PERMIT APPLICANT SHALL REPLACE ALL NON-COMPLIANT PLUMBING FIXTURES INITH INATER.-CON51ERVIN& PLUMBING FIXTURES. CA SENATE BILL 407. INATER.50FTNER5. PROVIDE 5/4* PIPE CONNECTION. C,Pr_ b 1 1.4. ROVENT.-F-K O-OFIN(Sp: ROPENT-FROOFIN6: ANNULAR SPACES AROUND PIPES, ELECTRIC, CABLES, CONDUITS OR OTHER OPF-NIN65 IN 50LE/BOTTOM PLATES AT EXTERIOR V41ALLS SHALL BE PROTECTED A6AIN5T THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS INITH CEMENT MORTAR, CONCRETE MASONRY OP, A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING A&ENOY. C,65C, 4.406 ROOF,$ CEILINO: . I J RADIANT VARRIFIR SHEATHING: INHEN RADIANT BARRIER 5HEATHIN615 REQUIRED, THE RADIANT BARRIER SHALL AL50 BE INSTALLED ON ALL VERTICAL SURFACES AND SABLE END INALLS IN THE ATTIO. SITE-APPRESS: I J BUILPINOS SHALL HAVE APPROVED APPRE55 NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING DENTIFICATION PLACED IN A P051TION THAT 15 PLAINLY LEOIBLE AND V151BLE FROM T�IE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST )NITH THEIR BACKGROUND. 2.) ADDRESS NUMBERS SHALL BE ARABIC, NUMBERS OR ALPHABETICAL LETTEKS. NUMBERS SHALL BE A MINIMUM OF 4"INITH A MINIMUM STROKE)NIDTH OF 1/2'. 5.) INHERE ACCESS 15 BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEkNEP FROM THE PUBLIC VNIAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. 5MOKE/0.0-ALARMS: I � SMOKE AL.AKM5: 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOINING LOCATIONS: A. IN EACH SLEEPING ROOM. 5. OUT51DE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 2.) 04HF-N MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED Y41THIN AN INDIVIDUAL DINELLINC7 UNIT THE ALARM PEVICE5 SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM kNILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 3.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POINER FROM THE BUILDING PlIRINC, PROVIDED THAT SUCH INIRIN(515 SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED V41TH A BATTERY BACKUP. ORO R514.4. EXCEPTION$: SMOKE ALARMS ARE PERMITTED TO BE SOLELY BATTERY OPERATED IN EXISTING BUILDINGS INHERE NO CONSTRUCTION 15 TAKING PLACE. CARBON MONOXIDE ALARMS: 1.) FOR NEY4 CONSTRUCTION, AN APPRovEC CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DINELLING UNITS AND IN SLEEPING UNITS INITHININHICH FUEL-BURNIN(s APPLIANCES ARE INSTALLED AND IN DINELLIN& UNITS THAT HAVE ATTACHED GARAGES. 2.) INHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OP, ADDITIONS EXCEEDING ONE THOUSANIP DOLLARS ($ 1,000), EXISTING VINELLINGS OP, SLEEPING UNITS THAT HAVE ATTACHEP 6ARA61E5 OR FUEL-BURNINC7 APPLIANCES SHALL BE PROVIDED INITH A CARBON MONOXIDE ALARM IN ACCORDANCE INITH SECTION R5 1 S. 1. CAR50N MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC PINELLINC7 UNIT OP, SLEEPING UNIT FOP, INHICH THE PERMIT INAS OBTAINED. 3.) SINGLE- AND MULTIPLE-5TATION CARBON moNoxiPE ALARMS SHALL BE LISTED AS COMPLYING INITH THE REQUIREMENTS OF UL 20$4. CARBON MONOXIDE VETEOTOPIS SHALL BE LISTED AS COMPLYING INITH THE REQUIREMENTS OF UL 20-15. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN ACCORDANCE Y41TH THIS COVE, THE CURRENT EDITION OF NFPA -720 -STANDARD FOR THE INSTALLATION OF CAPBON MONOXIDE (r -O) DIETECTION AND)NARNING EQUIPMENT" AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. OTHER CARBON MONOXIDE ALARM AND DETECTION DEVICES AS RECO(5NIZED IN NFPA'720 ARE ALSO 4.) OARSON MONOXIDE ALARMS REQUIRED 13Y SECTIONS R515.1 AMP IRS 1 5.2 SHALL BE INSTALLED IN THE FOLLOININ& LOCATIONS: ORO R515. A. OUTSIDE OF EACH SEPARATE P)NELLIN6 UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEPROOM(5). B. ON EVERY LEVEL OF A PINELUN& UNIT INCLUDING EASEMENTS. STAIRS -HANDRAILS 4 GUARDS: ­ - - __ - $ AIR INIDTH: STAIKINAYS SHALL NOT BE LE55 THAN 56* IN CLEAR Y41DTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT 4 BELOIN THE REQUIRED HEADROOM HEIGHT. MANDRAILS SHALL NOT PROJECT MORE THE 4.5'ON EITHER SIPE OF THE STAIRINAY 4 THE MINIMUM CLEAR INIDTH OF THE STAIR)NAY AT 4 SELOY4 THE HANDRAIL HEIGHT, INCLUVIN6 TREADS 4 LANDINGS, SHALL NOT BE LESS THAN 5 1.5'INHERE A HANDRAIL 15 INSTALLED ON I SIPE 4 2'7* INHERE HANDRAILS ARE ON BOTH SIDES. ORO R 5 1 1.1. 1. SPIRAL STAIRIMAYS IN ACCORDANCE P41TH R3 1 1.7. 1 0. 1. STAIR HEADROOM: THE MINIMUM HEADROOM IN ALL PARTS OF THE 5TAIRINAY SHALL NOT BE LE55 THAN 60"MEA5UREP VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING ON THAT PORTION OF THE 5TAIRINAY. ORC51 1.1.2. EXCEPTION: INHERE THE N05ING OF TREADS AT THE SIPE OF A FLIGHT EXTEND UNDER THE EVOE OF A FLOOR OPENING THROUGH)NHICH THE STAIR PASSES, THE FLOOR OPENING 15 ALLOINED TO PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM A MAXIMUM OF 4.'75* * VERTIOAL- RISE: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LAIR6ER, THAN 12* --I* BETINEEN FLOOR LEVELS OP, LANDINGS. CRCS 1 1.1.5. 11NALKLINE: THE INALKLINE ACROSS ININVER TREADS SHALL BE CONCENTRIC TO THE DIRECTION OF TRAVEL THROUGH THE TURN AMP LOCATED 12'FROM THE SIDE INHERE THE ININVERS, ARE NARRO)NER. THE 12* DIMENSION SHALL BE MEASURED FROM THE INICEST POINT OF THE CLEAR STAIR INIPTH AT THE INALKIN6 SURFACE OF THE IININVER. IF ININVERS ARE ADJACENT INITHIN THE FLIGHT, THE POINT OF THE INIDEST C-LEAR STAIR IINICTH OF THE ADJACENT ININVERS SHALL BE USED. ORO 5111.1.4. TREADS 4 RISERS: STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF TH15 SECTION. FOP, THE PURPOSE OF THIS SECTION, ALL DIMENSIONS ARE EXCLUSIVE OF CARPETS, RU65 OR RUNNERS. ORO 3 1 11.1.5. RISER HF-16HT: THE MAXIMUM RISER HEIGHT SHALL BE "If 5/4". THE GREATEST RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5/5". RISER5 SHALL BE VERTICAL OP, SLOPED FROM THE UNDER51ME OF THE NOSING OF THE TREAD AT AN ANGLE NOT MORE THAN 50' FROM THE VERTICAL. OPEN R15ERS ARE PERMITTED PROVIVINO THAT THE OPENING 5ETINEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4* DIAMETER SPHERE. EXCEPTION: THE OPENING BETINEEN ADJACENT TREAP515 NOT LIMITED ON STAIRS P41TH A TOTAL R15E OF 90'OR LESS. OPEN RISERS ARE ONLY PERMITTED P41THIN 50'OF THE FLOOR. ORO IRS 1 1.1.5. 1. TREAD DEPTH: THE MINIMUM TREAD DEPTH SHALL BE 1 O'. THE TREAD DEPTH IS MEASURED HORIZONTALLY BETINEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF ADJACENT TREADS 4 AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE GREATEST TREAD DEPTH INITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5/5' ' OROB 1 I. -T.5.2. 11NINPER-TRFAVS: ININDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 1 O' MEASURED BETINEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF ADJACENT TREADS AT THE INTERSECTION INITH THE INALKLINE. ININDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6* AT ANY POINT IINITH THE CLEAR INIPTH OF THE STAIR. THE &REATE5T TREAD DEPTH V41THIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5/8'. CONSISTENTLY SHAPED Y41NDERS AT THE INALKLINE SHALL BE ALLOINED INITHIN THE SAME FLIGHT OF STAIRS AS REGULAR TREADS 4 DO NOT HAVE TO BE Y41THIN 5/15'OF THE RECTANGULAR TREAD DEPTH. ORO 51 1.1.5.2. 1. NOSIN65: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN q/ 1 6". A NOSING NOT LESS THAN 5/4" BUT NOT MORE THAN 1.25" SHALL BE PROVIDED ON STAIRMAYS P41TH SOLID RISERS. THE &REATIEST NOSING PROJECTION SHALL NOT EXCED THE SMALLEST BY MORE THAN 5/5"BETINEEN 2 STORIES, INCLUVIN6 M05INC7 AT THE LEVEL OF FLOORS AND LANDINOS. EXCIEPTION: A NO5IN& 15 NOT REQUIRED INHERE THE TREAD DEPTH 19 A MINIMUM OF 1 1*. ORO 51 1.1.5.3. EXTERIOR F4OOP/rL.A5TIC, COMPOSITE STAIR TREADS: SHALL OOMPL.YIMITH ORO 50-1.5. 5T^IRINAY LANPIN&S: THERE SHALL BE A FLOOR OR LANDING AT THE TOP AMP BOTTOM OF EACH STAIRINAY. THE MINIMUM Y410TH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE INIPTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE INALKLINE 4 THE TOTAL AREA 15 NOT LESS THAN THAT OF A QUARTER CIRCLE Y41TH A RADIUS EQUAL TO THE REQUIRED LANDING INIDTH. INHERE THE STAIRINAY HAS A STRAk5HT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL NOT BE LESS THAN 56* EXCEPTION: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, INCLUVIN& STAIRS IN AN ENCLOSED &ARA&E, PROVIDEV A DOOR DOES NOT 5ININ& OVER THE STAIRS. ORC, 3 1 1.1.6. rpTNRINAY INALKIN& SURFACE: THE INALKINO SURFACE OF TREADS 4 LANDINGS OF STAIRINAY5 SHALL BE SLOPED NO STEEPER THAN 1 UNIT IN 45"HORIZONTAL (2% SLOPE). OROS 1 11.1.1. HANPRAILS: HANPRAILS SHALL BE PROVIDED ON AT LEAST 1 SIVIE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT INITH 4 OP, MORE RISERS. ORO 511.7.5. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL NOT BE LF -95 THAN 54'4 NOT MORE THAN 3W. EXCEPTIONS: 1.) THE USE OF A VOLUTE, TURNOUT OR STARTIN& EASING SHALL BE ALLOINEV OVER THE LOINIE5T TREAD. 2.) INHEN HANDRAIL FITTIN69 OR BENVINC79 APE USED TO PROVIVE CONTINUOUS TRANSITION BETINEEN FLIGHTS, TRANSITIONS AT kNINVER. TREADS, THE TRAN51TION FOP. HANDRAIL TO GUARDRAIL, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENVINOS SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHTS. r -RC, 511.7.5. 1. CONTINUITY: HANPRAILS FOR STAIRINAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FL16HT, FROM A POPINT DIRECTLY ABOVE THE TOP RISER OF THE FLIOHT TO A POINT DIRECTLY A50VE THE LOINER. RISER OF THE FLIGHT. HANDRAIL5 ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEINEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A INALL SHALL HAVE A SPACE OF NOT LF -99 THAN 1.5"BETINEEN THE INALL 4 HANDRAIL5. F-Xr-FPTION5: 1.) HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEINEL POST AT THE TURN. 2.) THE USE OF A VOLUTE, TURNOUT. 5TARTIN& EASING OR 5TARTIN6 NEINEL 19 ALLOINED OVER THE LOINE5T TREAD. ORO 3 1 1.1.8.2. OKIF SIZIE: ALL REQUIRED HANDRAILS, SHALL BE OF 1 OF THE FOLLOININ& TYPES OP, PROVIDE EQUIVALENT ORASPABILITY: TYPE 1: HANPRAILS V41TH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF A LEAST 1.2 5* 4 NOT (SREATER THAN 2'. IF THE HANDRAIL 19 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMEN51ON OF AT LEAST 4'4 NOT OREATER THAN &.25"IINITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.0 I 7. TYPE 2: HANDRAILS INITH A PERIMETER GREATER THAN 6.25"SHALL HAVE A &RA5PABILITY FINGER IRECE55 ON BOTH 51PES OF THE PROFILE. THE FINGER RECE55 SHALL BEGIN V41TH A VISTANOE OF 5/4"MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE 4 ACHIEVE A DEPTH OF AT LEAST 5/1 b"IINITHIN 1/8'BELOvi THE V41VEST PORTION OF THE PROFILE. TH15 REQUIRED DEPTH SMALL CONTINUE FOP, AT LEAST 5/5"TO A LEVEL THAT 15 NOT LESS THAN 1.75"BELOY4 THE TALLEST PORTION OF THE PROFILE. THE MINIMUM INIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1.2 5* TO A MAXIMUM OF 2.7 5' EDGES SHALL HAVE A MINIMUM RADIUS OF 0.0 1'. ORO 5 1 1.7.8.3. EXTERIOR F4OOP/PI_^5TIO COMPOSITE MANPRAII-5: ORO 511.7.8.4. SHALL COMPLY IINITH GRO 501.5. ILLUMINATION: ALL STAIRS SHALL BE PROVIDEP P41TH ILLUMINATION IN ACCORDANCE P41TH ORO 503.6. SPECIAL STAIPINAY5: SPIRAL STAIRINAYS 4 BULKHEAD ENCLOSURE SHALL COMPLY Y41TH ALL REQUIREMENTS OF CRO 31 1.1 EXCEPT A SPECIFIED DELOIN. SPIRAL 5TAIRINAY5: SPIRAL STAIRINAY5 ARE PERMITTED, PROVIDED THE MINIMUM CLEAR Y41PTH AT 4 BELOVI THE HANDRAILS SHALL BE 26"INITH EACH TREAD HAVING A 1.5" MINIMUM TREAD DEPTH AT 12"FROM THE MARROINEIR EDGE. ALL TREADS SHALL BE IDENTICAL, AMP THE RISE SHALL BE NO MORE THAN 14.5-. A MINIMUM HEADROOM OF 6--b- SHALL BE PROVIDED. ORO 51 1.1.1 0. 1. OUARV5 - IINHERE REQUIRED: 6UARD5 SHALL BE LOCATED ALONG OPEN SIDED )NALKINCV SURFACES, INCLUDING STAIRS, RAMPS 4 LANVIN65, THAT ARE LOCATEP MORE THAN 50 - MEASURED VERTICALLY TO THE FLOOR OR &RACE BELOY4 AT ANY POINT )NITHIN 56' HORIZONTALLY TO THE EDGE OF THE OPEN SIPE, 111,15ECT SCREENINO SHALL NOT BE CONSIDERED A GUARD. ORO 3 12. 1. 1. C,UARP5 - HEIGHT: REQUIRED GUARDS SHALL BE NOT LESS THAN 42'HIC7H MEASURED VERTICALLY ABOVE THE ADJACENT INALKINS SURFACE, ADJACENT FIXED SEATING OR THE LINE CONNECTING THE LEADING EV(SE5 OF THE TREADS. EXCEPTIONS: 1 J 6UARPS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEf(5HT OF NOT LE55 THAN 34* MEASUREP VERTICALLY FROM A LINE CONNECTIN& THE LEADING EDGE OF THE TREADS. 2.) INHERE THE TOP OF THE GUARD AL50 SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LESS THAN 54'4 NOT MORE THAN 35"MEASURED VERTICALLY FROM A LINE CONNECTIN& THE LEADING EDGES OF THE TREADS, ORO 512.1.2. 6U^RP5 - OPENING LIMITATION5: REQUIRED GUARDS SHALL NOT HAVE OPENIN65 FROM THE INALKIN6 SURFACE TO THE REQUIRED GUARD HEIGHT INHICH ALLOIN5 PASSAGE OF A 4* SPHERE. EXCEPTIONS: IJ THE TRAINGULAR OPENIN65 AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD 4 BOTTOM RAIL OF A OUARV. SHALL NOT ALLOY4 PASSAOE A 6"5PHERE. 2.) GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS INMCH AL -LOIN PASSAGE OF A 4 5/5"SPHERE. ORO 512. 1.3. UTILITIES: ELVOT. SERVICE; (CONFIRM LOCATION) 1.) PROVIDE 200 AMP SERVICE, LOCATED AT LEAST 3 6* FROM THE NEAREST DOOR OR ININVOIN. 2.) CANNOT BE LOCATED ADJACENT TO A BEDROOM OP. CLOSET. 5.) NO FOUNDATION OP, ATTIC, VENTINITHIN I &VERTICALLY ANV S'NORIZONTALLY. 4.) CENTER OF METER READOUT TO BE AT A HEIGHT OF 48'MINIMUM TO 15" MAXIMUM. SAS SERVICE: (CONFIRM LOCATION) 1.) PROVIDE AT LEAST 56- FROM GAS RISER TO ELECT. SERVICE. 2.) NO IININPOIN OR VENT INITHIN 5 6" HORIZONTALLY 4 I &VERTICALLY. kNALLS: STONE VENFEROVER, riOOP STUDS 0 16'0/c: 1. ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYING IN/ ASTM D 226 FOP, TYPE 1 FELT, TO PROVIDE CONTINUOUS ViATER-RESISTIVE BARRIER. 2. ATTACH 2"x2" 0.06 2 5 INCH ZINC -COATED OP. NON-METALLIC COATED INIRE MESH A.) ATTACHED IIN/ 2'COIRROSION-RE515TANT STEEL Y41RE FURRINO NAILS AT 4* C./r_ PROVIDING A MIN. OF 1. 1 2WIFENETRATION INTO EACH STUD 4 IN/ 5d ANNULAR THREADEP NAILS AT 8'r -1c. INTO TOP I BOTTOM PLATES OP, INI EO. INIRE TIES. B.) THERE SHALL BE NOT LESS THAN 0. 1 05 5- ZINC-COATIED OP, NONMETALLIC COATED INIRE, OR APPROVED EQUAL, ATTACHED TO THE STUD IN/ A MIN. OF AN bd ANNULAR THIREADEP NAIL FOP, EVERY 2 SQUARE FEET OF STONE VENEER. TH15 TIE SHALL BE A LOOP HAVING LESS NOT LE55 THAN 15"IN LENGTH, SO BENT THAT IT INILL LIE IN THE STONE VENEER MORTAR JOINT. W THE LAST 2"OF EACH NIKE LEG SHALL HAVE A RI&HT-AN&LE BEND. S. 1 * MIN. THICKNESS OF CEMENT &ROUT SHALL BE PLACED BETINEEN THE BACKING 4 THE STONE VENEEK. STONE VENEER OVEIR-STEEL-STUP5 9 -1 f,'cic, 1. STEEL STUDS SHALL BE COLD -FORMED STEEL HAVING A MIN. BARE STEEL THICKNESS OF 0.0425". 2. ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYING IN/ ASTM 0 226 FOP, TYPE 1 FELT, TO PROVIDE CONTINUOUS INATER-RESISTIVE BARRIER. S. ATTACH 2'x2' 0.0625 INCH ZINC-r-OATED OR NON-METALLIC, C,OATEP;NIRE MESH A.) ATTACHED IN/ CORROSION -RESISTANT #6 SELF-PRILLIN6, TAPPING SOREINS AT 4" c/c I AT Wc/c INTO TOP 4 BOTTOM TRACKS OR IN/ EOUIVALENTINIRE TIES. B.) ALL SOREINS SHALL EXTEND THROUGH THE STEEL STUDS A MIN, OF 5 EXPOSED THREADS. C.) THERE SHALL BE NOT LESS THAN 0. 1 055' CORROVON-RESISTANT )NIRE, OP, APPROVED EQUAL, ATTACHIEV TO THE STUD IN/ A MIN. OF A #5 5ELF-DRILLING, TAPPING 5CREIN EXTENVINO THROUGH THE STEEL STUD A MIN. OF 5 ]EXPOSED THREAP5 FOR EVERY 2 SQUARE FEET OF STONE VENEER. THIS TIE SHALL BE A LOOP HAVING LESS NOT LESS THAN 15N IN LENGTH. 50 SENT THAT IT Y41LL LIE IN THE STONE VENEER MORTAR JOINT. PJ THE LAST 2'OF EACH P41RE LEO SHALL HAVE A RIGHT-AN6LE SEND. 4. I'MIN. THICKNESS OF CEMENT &ROUT SHALL BE PLACED BETINEEN THE BACKING 4 THE STONE VENEER. STUCCO $IPINO: IINHEN THREE COAT STUCCO 15 APPLIED OVER PLYY4000 SHEATHING, 2 LAYERS OF &RAVE D PAPER INHEN APPLIED OVER THE SHEATHING. ORO 705.6. STUOOO INEEF�50KEEP5: INSTALL INEEP 5CREEPS 2"ABOVE PAVED AREAS 4 4'ABOVE SOIL. YNIATER-HEATERS-; I j1NATER HEATERS: PROVIDE THE FOLLOININ(5: 11) UNOBSTRUCTED 120Y RECEPTACLE INITHIN 5' ' 2J CATEGORY IIII or IV VENT. OR TYPE 5 VENT IN/ STRAI&HT PIPE BET)NEEN OUTSIDE TERMINATION 4 INHERE INATER. HEATER IS INSTALLED. 5.) INATER HEATERS CAPABLE OF IGNITING FLAMMABLE VAPORS LOCATED IN A OAIRA6E MUST BE 1 6"ASOVE THE FLOOR,. C,Mr_ 505. CFO 50-1.1 5. 4J CONDENSATE DRAIN NO MORE THAN 2"HI(SHER THAN THE BASE OF THE INATER HEATER THAT ALLOINS NATURAL PRAINA&EINITHOUT PUMP ASSISTANCE. 5J GAS SUPPLY LINE IN/ A CAPACITY OF AT LEAST 200,000 BTU/HR. 6) PROVIDE SEISMIC 15RACIN& FOR INIH AT LOCATIONS EQUAL TO THE TOP 4 BOTTOM 1/3 OF ITS VERTICAL DIMENSION. STRAP SHALL BE A MIN. OF 4" ABOVE CONTROLS. CIPO 507.2. 1 -IJ A PRE55URE 4 TEMPERATURE RELIEF VALVE TO OUTSIDE INI UNTHREADEV PIPE FACING POINNINARD BETINEEN W TO 24* ABOVE OROUND POINTING POINNINAR.P. C,Pr_ 608.5. 6.) HOT NATER SUPPLY PIPING 5/4"41 GREATER SHALL BE INSULATED. CEO 150.0 (j) 2 III q.) HOT INATER PIPINS SUPPLYING THE KITCHEN SHALL BE INSULATED. CEO 150.0 (J) 2 VI I 0 INHEN REQUIRED BY LOCAL BUILDING OFFICIALS: PROVIDE INATER HEATER PROTECTION)NITH (2) 45"x 4"STEEL PIPE (ANSI SCHEDULE 40) IMBEDDED 12'INTO CONCRETE 12"DIA. x 1 5"PEEP CONCRETE - FILL PIPE IN/ CONCRETE. CPO 501.15.11. 1 1 J INATER, HEATERS IN CONFINED SPACES: PROVIDE 50 SQUARE INCHES OF SCREENED VENT 12" FROM TOP 4 V41THIN 12"OF BOTTOM. CM010 1.6 ATTIC MOUNTIEP TANKLE55 INATER. HEATERS: CEC, 150.0 (N) 1 J PROVIDE 24* SOLID PA55A&EINAY FROM ATTIO ACCESS TO 50'X50")NORKINC7 PLATFORM. 2J PROVIDE 120v RECEPTACLE INITHIN 3' 4 LIONT NEAR THE UNIT IN/ A 5INITCH AT ENTRANC,IE TO PA55AGE)NAY. C,PC, 508.4. 3.) cATE&ORY III or IV VENT, OR TYPE B VENT IN/ STRAIGHT PIPE BETINEEN OUT51DE TERMINATION 4 INHERE INATER HEATER 15 INSTALLED. 4.) A COMPENSATE DRAIN THAT 15 NO MORE THAN 2* HIGHER THAN THE BASE OF THE INSTALLED INATER HEATER, AMP ALLOINS NATURAL DRAINING IINITHOUT PUMP 5.) A GAS SUPPLY LINE INITH A CAPACITY OF AT LEAST 200,000 BTU/HR. 6.) A 1.5'VEEP INATER HEATER PAN IN/ DRAIN TO OUTSIDE. TILATION: INHOLE 5VILPIN6 VENTILATION: A BATHROOMS OR LAUNDRY EXHAUST FAN, AS THE QUALIFYING )NHOLE-BUILVIN6 VENTILATION FAN, SHALL COMPLY INITH THE FOLLOINING: 1.) A MINIMUM OFM RATING OF 1 5 OFM. 2.) BE RATED A MAXIMUM OF 1.0 SOME. 5.) THE CONTROL SINITCH MUST BE LABELED AS THE INHOLE-BUILVIN& VENTILATION 4 FAN SHOULD OPERATE)NMENEVER. THE HOME 15 OCCUPIED. YNIHOLE-HOU.SE-f�AN: THE INHOLE HOUSE FAN SHALL HAVE INSULATE17 LOUVERS OR A COVER INHICH CLOSES IMHEN THE FAN IS OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION VALUE OF R-4.2. Y41LP-1-ANP-URBAN-INTF-RFACE-(kN.U.I.): DINELLIN&S LOCATED V41THIN A STATE RESPONSIBILITY AIREA SHALL COMPLY INITH THE FOLLOININ6: PECKING 5URF^OF$: THE INALKIN& SURFACES OF PECKS, PORCHES, BALCONIES 4 STAIRS 15 Y41THIN 1 O' OF THE BUILVIN(5,5HALL BE CONSTRUCTED OF ONE OF THE FOLLOININ& MATERIALS: ORO 521A 1 J IONITION-RE515TANT MATERIAL THAT COMPLIES IINITH SFM STANDARD 12 -'IA -4 4 12 -'TA -5. 2.) EXTERIOR FIRE RETARDANT TREATEPINOOP. 5.) NONCOMBUSTIBLE MATERIAL. 4.) ANY MATERIAL THAT COMPLIES V41TH SFM STANDARD 12--TA-4A INHEN ATTACHED EXTERIOR INALL COVERIN& 15 AL50 EITHER NONCOMBUSTIBLE OR IGNITION - RESISTANT MATERIAL 1EAVErp 4 SOFFITS: MUST BE NON-OOMEU5TIBLE OR IGNITION RESISTANT. OPEN ROOF EAVES ALLOINEV IN/ FIRE RESISTANT PLYINOOP OP, 05B. CRO R.321.7.5. EAVE VENTS: TO BE APPROVED EAVE VENTS THAT RE515T THE INTRU51ON OF FLAME 4 BURNINC7 EMBERS. ORO R3216.3. EXCEPTION # 1: VULCAN VENTS OR TESTED EQUIVALENT. EXTERIOR COORS: MUST BE FIRE RESISTANT. POOP, EXT. SURFACE MUST BE NONCOMBUSTIBLE OP, IGNITION RES15TANT MATERIAL OR BE 50LID CORE V400P 1 5/5'THIOK OR HAVE A FIRE-RE515TIVE RATIN6 OF NOT LESS THAN 20 MINUTES. ORO, IRB2-1.8. EXTERIOR. 6t_AZIN6/tNINPOIN5: EXTERIOR GLAZING MUST BE DUAL PANE 4 HAVE AT LEAST (1) PANE OF TEMPERED &LAS5� CRO IRS 21.8 EXTERIOR INALI-5: INALL COVERIN65 TO BE NON-COMBU5TIBLE OP, IONITION RESISTANT. ORO R.521.17. FOUNDATION 4 OAVLE ATTIC VENTS: SHALL BE COVERED IN/ METAL INIRE MESH OR NONCOMBUSTIBLE MATERIALS ril MIN, OF 1 / 1 6'4 SHALL NOT EXCEED 1 /8"OPENiNr.s. ORO R. 3 21 6.2. PORCH CEILINOS: MUST BE 16NITION-RE51STANT OR NON-COMBUSTIBLE. ORO R521.1.6. KOOF 6UTTERS� SHALL BE PROVIDED IN/ MEANS TO PREVENT THE ACCUMULATION OF LEAVES 49 DEBRIS IN OUTTER5. ORC, R.321.5.4. VENTS AT-6ABLE5 8 FOUNDATION: SHALL BE COVERED INITH METAL INIRE MESH OP, NON-COMBU5TIBLE MATERIALS INITH A MINIMUM OF 1 / I WAND SHALL NOT EXCEED 1/4'OPENIN&S. CRO R3 2 -1.6.2 YqINpOkN54_pOORS: SAFETY 6LAZIN6: HAZARDOUS LOCATIONS REOUIRIN& SAFETY OLAZINO INCLUDE THE FOLLOY41NO: &LAZING IN COORS: IN ALL FIXED 4 OPERABLE PANELS OF SININGING, SLICING 4 BI-FOLV DOORS. EXCEPT]ION5: 1) OPENING IN INHIOH A 3* DIAMETER SPHERE 15 UNABLE TO PASS. 2) IN DECORATIVE &LAZINO. ORO R.505.4. 1. (5,LAZIH6APJA(:;ENT P0095: ORO R505.4.2 &LAZINO INITHIN A 24'ARC, OF EITHER VERTICAL EDGE OF THE DOOR IN A C,LO5ED POSITION 4 INHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60"ABOVE THE FLOOR OR INALKING SURFACE. EXCEPTION$: 1) DECORATIVE &LAZINO. 2) INHERE THERE 15 AN INTERVENING INALL OR PERMANENT BARRIER BET)NEEN THE DOOR 49 GLAZING. 5) GLAZING IN INALL5 ON THE LATCH SIDE OF 4 PERPENDICULAR TO THE PLANE OF THE POOR IN A CLOSED POSITION. 4) INHERE ACCESS THKOUOH THE DOOR 15 TO A CLOSET OR STORA6E AREA VOK LE55 IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY INITH CRO R308.4.3. 5) &LAZINO THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO COORS. 6LAZIN6 IN ININPOIN5: ORO R506.4.5. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEET5 ALL OF�THIE FOLL-O)NINC, CONDITIONS SHALL BE CONSIVEREP HAZARDOUS LOCATIONS: 1I)THE EXPOSED AREA OF AN INDIVIDUAL PANE 19 LAR.6Epl THAN q SOFT, 2) THE BOTTOM EDGE OF THE &LAZIN6 15 LESS THAN 1 W ABOVE THE FLOOR. 5.) THE TOP EDGE OF THE GLAZING 15 MORE THAN 5 b"ABOVE THE FLOOR: AND 4) ONE OR MORE NALKINC, SURFACES ARE INITHIN 5b'MEA5UREP HORIZONTALLY 4 IN A STRAIGHT LINE OF THE GLAZING. EXCEPTIONS: 1) DECORATIVE GLAZING. 2) INHEN A HORIZONTAL PAIL 15 INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 54'TO 55"ABOVE THE INALKING SURFACE. THE RAIL SHALL BE CAPABLE OF NITHSTANVINC7 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT Y41THOUT CONTACTING THE GLASS 4 BE A MINIMUM OF I 1/2"IN CROSS SECTIONAL HEIGHT. rgLAZIN6 IN 6UARP5 4 RAILS: ORO R305.4.4. 6LAZINC7 IN OUARDS 4 RAILS SHALL BE CONSIDERED HAZARDOUS. &I-AZIN& 4 IlNFT_5UKFA6r5: ORO R508.4.5. GLAZIN6 IN INALLS, ENCLOSURES OP, FENCES CONTAININ6 OP, FACINC, NOT TUBS, SPAS. )NHIRLPOOL5, SAUNAS, STEAM ROOMS, BATHTUB5,5HOINER5 4 INDOOR OR OUTDOOR 5INIMMIN& FOOLS INHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING IS LESS THAN 60"ABOVE A STANDING OR INALKIN& SURFACE SHALL BE CONSIDERED HAZARDOUS. THIS SHALL APPLY TO 5IN&LE GLAZING 4 ALL PANES IN MULTIPLE GLAZING. FXOFFTION: GLAZING THAT IS MORE THAN 60" MEASURED HORIZONTALLY 4 IN A STRAIGHT LINE FROM THE INATER'S EDGE OF A BATHTUB, HOT TUB, SPA, INHIRLFOOL OR 5INIMMIN& POOL GLAZING APJACENT-5TAIR5 4RAMI:!S: CRO R505.4.6. GLAZINC7 INHERE THE E30TTOM EDGE OF THE GLAZING 19 LESS THAN 56"ABOVE THE PLANE OF THE ADJACENT INALKIN& SURFACE OF STAIRINAYS, LANDINGS BETINEEN FL16HTS OF STAIRS 4 RAMPS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTION: 1) INHEN A RAIL IS INSTALLED ON THE ACCESSIBLE SIVE(S) OF THE GLAZING 54"TO 55'ABOVE THE INALKINO SURFACE. THE RAIL SHALL BE CAPABLE OF INITHSTANDINO A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT INITHOUT CONTACTINC, THE &LASS 4 BE A MINIMUM OF 1 1/2"IN CROSS SECTIONAL HEIGHT. 2) &LAZINO 56"OR MORE MEASURED HORIZONTALLY FROM THE INALKIN& SURFACE. OLAZINO-APJACENT-TO-THE BOTTOM OF STAIR ILANDINO: OLAZING ADJACENT TO THE , LANDING AT THE BOTTOM OF A STAIRYiAY INHERE THE GLAZING 15 LESS THAN 56' ABOVE THE LANDING 4 INITHIN 60"HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. ]EXCEPTION: THE &LAZINO IS PROTEOTEP BY A 6UARP COMPLYING INITH ORO IRS 12 4 THE PLANE OF THE &LASS IS MORE THAN 1 5' FROM THE GUARD. GLAZING MORE THAN 7F2o_A5OVF_ FINISHED 6RAVE: IININVOINS HAVINO OPENINOS LOCATED INITHIN 24'OF THE FINISHED FLOOR TO BE PROVIDED INITH ININPOVi FALL PREVENTION DEVICES OR OPENING CONTROL DEVICES THAT COMPLY INITH ASTM F 20qo. ORO P1312.2.1 ^LL_HA5ITA5I_F_KOOt-lI5:5HALL HAVE AN A66REOATE GLAZINO AREA OF NOT LE55 THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH ININPOINS, COORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED Y41TH READY ACCESS OR SHALL OTHERIN15E BE READILY CONTROLLABLE BY THE 13UILVING OCCUPANTS. THE MINIMUM OFENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. ORO R505. 1. LAST UPPATF0, 2/21/201 1 ..".; .1 ... lvm^L.W==lum - =lmu�lvm^L_r_l 3b 5 R. 0 LINVO AVENUE #200, r-MlaO, CA -1 5 q 26 (550) 5cl2-440'7 INORK EMAIL APPRESS: Rylande5ummitr-hic.o.com PERMIT !?2i-7- 0(,0llIe,- ,-,-,------ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWErLi" FOP, OD� p �__ I - - _[1�1__B a---- . yi�__il_ GI\Users\Lyrlm\r7or,uments\C,hlet Xcl Plans\Bret IMayland - 1655 5kway\Piaylamd Residenrle.layout OINNER: INAYLAND GOIS15TRUCTION, INC. (55O)5q5-q325OFFIC,E (SBO)624-5505 CELL I EMAIL ADDRESS: Infoowaylandconstruction.met X BEEN MADE 4E IN TH I PREPARATION OP THIS PLAN TO AVOID MISTAKES, THE I MAKER CANNOT C,UARANTEE I AGAINST 14UMAN ERROR. I BUILDING CONTRACTOR / HOME OINNER TO REVIEY4 AND VERIFY ALL DIMENSIONS. SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRA"IN(S By: III . WH (530) aq 1-0555 1 q YCAMORE VALLEY ROAD CHIC -0, CAUFORNIA q 5 Cl *1 5 LYNNSMITH5 2DATT.NF-T �,�,Mlc � 5p. 1 e,40!11��___�5400C , I . I I I , I I I �, �4,1 , " "I - I � , "I'll I , , " I � THESE PLANS HAVE BEEN REVIE)NED ONLY FOP, COMPLIANCE V41TH ATTACHED STRUCTURAL CALCULATIONS. THE ENOINEEKS STAMPON TH15 PLAN 15 VAUD ONLY V41TH A LETTER SIONED BY THIS EN61NEER FOR EACH 111) U) tu ju 11­- �- 0 () z z tu Z ,j) Z %b lu ul 0 z lu �- N D V 0 D d) =� %D z 0 tu _j _j _! ID . �__ %J < ::� _j 43 ?= %0 K ILL z LIVABLE: 564 SqFt EXIST ____0 SqFt ADDED 864 SqFt TOTAL OARAOE: 0 SqFt EXIST __0 SqFt ADDED 0 TOTAL SqFt COVERED PATIO: 1 00 BqFt EXIST -2 2 4 SqFt NEN 5 2 4 SqFt TOTAL DATE: 1 2/22/20 11 1 SCALE: 5HOYqN 0 A� . SHEET 14 0 COPYRIOHT 2016 �, _- ." L.TrI11�1"ll"-L1111,1-1111C, 1 -1-1 SYCAMORE VALLEY ROAD, CHICO, CA 11 5 cl -7 5 __ (550) 5111-05551NORK _�_.�_ _--.1. (550) 514-0555 CELL L­*­s2e^-r-r.wT EMAIL ADDRESS: Lynn5mIth52*ATT.net 0 0 tj T_ 4z 13 0*7 I- . cl I cj jow T tn () q- �- 4. Z T It (l z 0 ., � (�j �E I al 1 5 7 V r- 0- ILI Z. < LL 0 0 _j -1 )_ < W_ lu < I ") m < -1 rL Z 61 K 0 m ul ft 0 u 3: z k) -4 lu )-� Q 3: (t < v 0 K < m V_ I �_ L V tj) () d) V OL Ln 13 < d) In %0 11j) W_ tu 1j) 10 < 111) U) tu ju 11­- �- 0 () z z tu Z ,j) Z %b lu ul 0 z lu �- N D V 0 D d) =� %D z 0 tu _j _j _! ID . �__ %J < ::� _j 43 ?= %0 K ILL z LIVABLE: 564 SqFt EXIST ____0 SqFt ADDED 864 SqFt TOTAL OARAOE: 0 SqFt EXIST __0 SqFt ADDED 0 TOTAL SqFt COVERED PATIO: 1 00 BqFt EXIST -2 2 4 SqFt NEN 5 2 4 SqFt TOTAL DATE: 1 2/22/20 11 1 SCALE: 5HOYqN 0 A� . SHEET 14 0 COPYRIOHT 2016 �, _- ." L.TrI11�1"ll"-L1111,1-1111C, 1 -1-1 SYCAMORE VALLEY ROAD, CHICO, CA 11 5 cl -7 5 __ (550) 5111-05551NORK _�_.�_ _--.1. (550) 514-0555 CELL L­*­s2e^-r-r.wT EMAIL ADDRESS: Lynn5mIth52*ATT.net FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: MASONRY (IF REQUIRED BY BUILDING DEPARTMENT) EPDXY/MECHANICAL CONCRETE ANCHORS THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENTTO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2016 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2016 CBC. K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI (DESIGN BASED ON 2,500 PSI U.N.O.). C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS CONCRETE BOTT (B) GENERAL STRUCTURAL NOTES MACHINE BOLT 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 10. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE 6-4 POSTS/TRIMMERS: A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, MFR MANUFACTURER B.) SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS CB CARRIAGE BOLTS DIVISIONS I, II, III, AND IV U.N.O.: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR WASHERS WHERE BEARING AGAINST WOOD. UN -REINFORCED. A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH MISCELLANEOUS DF -L SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CIP CAST -IN-PLACE CONCRETE MTL EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: NEW EF SEISMIC IMPORTANCE FACTOR: 1 CLR REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN NS NEAR SIDE B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.615, S1= 0.270 CONCRETE MASONRY UNITS IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR NELSON STUD ANCHOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. SEISMIC SITE CLASS: D NTS OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE (E) CONCRETE WITH SOIL OR WEATHER EXPOSURE: SIM EXP SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.536, SDI = 0.335, Cs = 0.08 SOG DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER EXTERIOR #5 BARS AND SMALLER 1 %" 6-5 WALL FRAMING: SEISMIC DESIGN CATEGORY: D FF WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. STL #6 BARS AND LARGER 2" FINISH SQ BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS FLOOR JOIST SS FLR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING SEISMIC BASE SHEAR: 1.0 KIPS C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS FREE OF HEART CENTER T&B FOS WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD RESPONSE MODIFICATION FACTOR: R = 6.5 FS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) FOOTING WALLS SHALL BE 48"LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE GAUGE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL GALV BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR TOW SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. GLUE -LAM BEAM TN MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE HOT DIPPED GALVANIZED MORE, (80) BAR DIAMETERS U.N.O. HDR HEADER C) WIND: HGR STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, VERT HORIZ B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". WIND SPEED: 110 MPH INSIDE DIAMETER BRACING, SCAFFOLDING, ETCETERA. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. W/ JST WIND EXPOSURE: C W/O JT JOINT C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN D) LIVE LOADS: THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ROOF 20 PSF CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. ICC REPORT. FLOOR 40 PSF E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND 5. MASONRY D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER E) DEAD LOADS: ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). ROOF 15 PSF (INCLUDES 3 PSF SOLAR) PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. A) CEMENT MASONRY UNITS SHALL CONFORM TO CBC STANDARD 21-4, GRADE N, TYPE I, AND FLOOR 18 PSF SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. RESPONSIBILITY OF THE CONTRACTOR OR OWNER. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER CBC SECTION ABBREVIATIONS 2105.3. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S ACCEPTABLE ALTERNATIVE. AB ANCHOR BOLT K KIPS FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY WITH A MINIMUM STRENGTH OF 2,000 PSI. ADD'L ADDITIONAL L ANGLE THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. ADJ ADJACENT LLH LONG LEG HORIZ. CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. D) LAP REINFORCING THE GREATER OF 80 BAR DIAMETERS OR 3'-0". ALT ALTERNATE LLV LONG LEG VERT. H.) WALL FRAMING RECEIVING NAILING AT 3 ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. ARCH URAL LONG TUDINAL LONGSLOTTEDHOLE H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER E) �� LOCATE ANCHOR BOLTS WITHIN 2 OF THE CENTER OF A CELL. PER PLANS AND DETAILS. BLDG BUILDING LONG METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT BLKG BLOCKING LVL LAMINATED VENEER LUMBER CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE 6-6 CONNECTIONS: BM BEAM MAX MAXIMUM S FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: MASONRY (IF REQUIRED BY BUILDING DEPARTMENT) EPDXY/MECHANICAL CONCRETE ANCHORS THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENTTO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2016 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2016 CBC. K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI (DESIGN BASED ON 2,500 PSI U.N.O.). C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 8. ROOF FRAMING 8-1 CUT AND STACKED ROOF FRAMING: A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. 9. METAL DECK MATERIAL 9-1 DECK A) DECK: SHALL BE FORMED FROM STEEL SHEETS AND SHALL CONFORM TO ASTM A-446, GRADE A. B) GALVANIZING: ALL DECK SHALL BE ZINC COATED PER ASTM A-525. C) VENTING: ALL DECK WHICH WILL BE IN CONTACT WITH CONCRETE FILL, INSULATING CONCRETE FILL OR ANY OTHER CONCRETE PRODUCTS SHALL BE VENTED PER THE MANUFACTURER'S SPECIFICATIONS. D) LIGHT GAGE CLOSURES: THE DECKING CONTRACTOR SHALL PROVIDE LIGHT GAGE CLOSURES FOR ALL METAL DECK WITH CONCRETE FILL. 9-2 INSTALLATION A) FASTENING: ALL METAL DECK SHALL BE FASTENED TO THE STRUCTURE AS INDICATED ON THE STRUCTURAL DRAWINGS. B) INTERCONNECTION: ALL SIDE LAPS SHALL BE CONNECTED TOGETHER AS INDICATED ON THE STRUCTURAL DRAWINGS. 9-3 CONDUIT IN SLABS: DO NOT PLACE CONDUIT IN SLABS ON METAL DECK. CONC CONCRETE BOTT (B) BOTTOM MB MACHINE BOLT A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. BTF BEAT TO FIT MECH MECHANICAL CONTR CONTRACTOR BTWN BETWEEN MFR MANUFACTURER B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CB CARRIAGE BOLTS MIN MINIMUM DBL WASHERS WHERE BEARING AGAINST WOOD. CCJ CONTROL JOINT MISC. MISCELLANEOUS DF -L DOUGLAS FIR - LARCH CIP CAST -IN-PLACE CONCRETE MTL METAL C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED CJ CONSTRUCTION JOINT (N) NEW EF BEFORE CLOSING IN OR AT COMPLETION OF JOB. CLR CLEAR NS NEAR SIDE ELEV ELEVATION (VIEW) OR ELEVATOR CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. COL COLUMN NTS NOT TO SCALE 8. ROOF FRAMING 8-1 CUT AND STACKED ROOF FRAMING: A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. 9. METAL DECK MATERIAL 9-1 DECK A) DECK: SHALL BE FORMED FROM STEEL SHEETS AND SHALL CONFORM TO ASTM A-446, GRADE A. B) GALVANIZING: ALL DECK SHALL BE ZINC COATED PER ASTM A-525. C) VENTING: ALL DECK WHICH WILL BE IN CONTACT WITH CONCRETE FILL, INSULATING CONCRETE FILL OR ANY OTHER CONCRETE PRODUCTS SHALL BE VENTED PER THE MANUFACTURER'S SPECIFICATIONS. D) LIGHT GAGE CLOSURES: THE DECKING CONTRACTOR SHALL PROVIDE LIGHT GAGE CLOSURES FOR ALL METAL DECK WITH CONCRETE FILL. 9-2 INSTALLATION A) FASTENING: ALL METAL DECK SHALL BE FASTENED TO THE STRUCTURE AS INDICATED ON THE STRUCTURAL DRAWINGS. B) INTERCONNECTION: ALL SIDE LAPS SHALL BE CONNECTED TOGETHER AS INDICATED ON THE STRUCTURAL DRAWINGS. 9-3 CONDUIT IN SLABS: DO NOT PLACE CONDUIT IN SLABS ON METAL DECK. CONC CONCRETE OC CONN CONNECTION OD CONSTR CONSTRUCTION OH CONT CONTINUOUS OPNG CONTR CONTRACTOR OVS CP COMPLETE PENETRATION PDF CTR CENTER PERP CTSK COUNTERSINK PL DBL DOUBLE PLWD DF DOUGLAS FIR PLCS DF -L DOUGLAS FIR - LARCH PP DIA DIAMETER PT DJ DOUBLE JOIST P/C EA EACH P/T EF EACH FACE REINF EL ELEVATION (DATUM) REQ'D ELEV ELEVATION (VIEW) OR ELEVATOR SC EN EDGE NAILING SEOR EQ EQUAL ES EACH SIDE SHTG (E) EXISTING SIM EXP EXPANSION SOG EXT EXTERIOR STD EW EACH WAY STIFF FF FINISH FLOOR STL FIN FINISH SQ FJ FLOOR JOIST SS FLR FLOOR SWS FNDN FOUNDATION SYM FOHC FREE OF HEART CENTER T&B FOS FACE OF STUD TO(P) FS FAR SIDE TOC FTG FOOTING TOF GA GAUGE TOS GALV GALVANIZED TOW GLB GLUE -LAM BEAM TN HDG HOT DIPPED GALVANIZED TYP HDR HEADER LINO HGR HANGER (SIMPSON) VERT HORIZ HORIZONTAL WP ID INSIDE DIAMETER WWF INT INTERIOR W/ JST JOIST W/O JT JOINT ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING OVERSIZE ROUND HOLE POWDER DRIVEN FASTENER PERPENDICULAR PLATE PLYWOOD PLACES PARTIAL PENETRATION PRESSURE TREATED PRECAST CONCRETE POST -TENSIONED REINFORCEMENT REQUIRED SLIP CRITICAL STRUCTURAL ENGINEER OF RECORD SHEATHING SIMILAR SLAB -ON -GRADE STANDARD STIFFENER STEEL SQUARE STAINLESS STEEL SHEAR WALL SCHEDULE SYMMETRICAL TOP & BOTTOM TOP OF (PLYWOOD) TOP -OF -CONCRETE TOP -OF -FOOTING TOP -OF -STEEL TOP -OF -WALL TOE NAIL TYPICAL UNLESS NOTED OTHERWISE VERTICAL WORKPOINT WELDED WIRE FABRIC WITH WITHOUT PERMIT#__. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIMCE DATE -By_i��p _- I Q�OFESS/pN� , 1 �� K- gjhl F� Cij u C� � � Z Q:�No. 75688frTnl ' * 6/ 0/18 ClV�� OF CAO 2/22/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS oft 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com LU OW Q Q U Z 0O 2 UUj -17_ \."U LU Q 0 0 � Q N �00 U � Q� V) REVISIONS: DATE: 2/22/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-119 SHEET: SN 900 HOOK -�` ______135° HOOK "D". LO 00 BAR SIZE INSIDE DIAMETER "D" t` #3, #4, #5 4d #6, #7, #8 6d ri OW STIRRUPS AND TIES 0 0 NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. V_ 4d 900 HOOK 2 1/2" MI . C--mEDGE FASTEN, TYP 2X6 T&G BY OTHERS WITH (3) ROOF PLY AND 16d AT EACH SUPPORT, TYP '*'�180° HOOK FASTENING PER PLAN -v N BAR SIZE INSIDE DIAMETER "D" #3. #4, #5, #6, #7• #8 6d 0 0 0 0 #9, #10, #11 8d #14, #18 10d 6X RAFTER PER PLAN' TYP HOOKS AND BENDS 0 SEE LAP SCHEDULE FOR 1616HTPC, TYP CONCRETE OR GENERAL 0 E.S. OF POST NOTES FOR MASONRY 6X6 DF#1 POST 1 6 OFFSET AND SPLICES TYPICAL REBAR BENDING DETAIL 12 TYPICAL 6X RAFTER DETAIL NO SCALE BAR CONCRETE STRENGTH F'c = PSI 3000 4000 5000 6000 SIZE #3 28 24 22 20 TWO POUR CONDITION 21 18 17 16 #4 37 32 29 26 1 5/16" 28 25 22 20 #5 46 40 36 33 260 36 31 28 25 #6 56 48 43 39 12d 0 5" O.C. 43 37 33 30 #7 81 70 63 57 I I I I I 11 62 54 48 44 #8 93 80 72 65 71 62 55 50 #9 104 90 81 74 80 69 62 57 #10 116 100 90 82 I II II I II II 89 77 69 63 #11 127 110 99 90 98 85 76 69 TOP BARS OTHER BARS SDI NO SCALE NOTES ( INCREASE LAP LENGTHS 30% FOR LIGHT WEIGHT CONCRETE (115 PCF MAX) AND 33% AT 4 BAR BUNDLES. 02 TOP BARS ARE HORIZ. BARS WITH MORE THAN 12" OF WET CONCRETE PLACED BELOW. 0 MINIMUM CLEAR COVER > dB AND MINIMUM CLEAR SPACING > 2dB. INCREASE LAP LENGTHS 50% IF MINIMUMS NOT SATISFIED. ("dB" = BAR DIAMETER) ® CLASS B SPLICE SHALL BE USED LINO. CLASS A SPLICE = 77% OF CLASS B SPLICE AND MAY BE USED WHERE SPECIFICALLY NOTED IN PLANS AND DETAILS 05 LAP LENGTHS INDICATED ARE IN INCHES. NO SCALE NOTES: 1. MINIMUM REINFORCING SHALL BE #4 AT 16" O.C. VERT AND #4 AT 16" O.C. HORIZ. UNO. 2. ALL TRIM REINFORCING TO MATCH SIZE OF WALL REINFORCING. LAP ALL SPLICES 50 BAR DIA. MIN. 3. AT CONTRACTOR'S OPTION, 24" x 24" CORNER BARS MAY BE USED IN LIEU OF 16" HORIZ. HOOKED BARS. 6" hvvn� HOOK REINF. TYP. INTERSECTION AT ALL CORNERS & INTERSECTIONS HORIZ. REINFORCING • (3) VERT. TRIM IN BOND BEAM UNITS, AT EA. CORNER TYPICAL Ico • • • • • Z CUT BLOCK 16" TO MATCH BOND BEAM CORNER JAMB OR END (2) VERTICAL UNIT TRIM BARS TYPICAL MASONRY WALL REINFORCING 10 11 SDI 6" NOM. TION NO SCALE SDI NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 3/4" DIAMETER THRU BOLT, CENTERED ON POS 2 1/2- SQ. X 1/4 - THICK /4"THICK PLATE WASHER, TYP� 6X6 DF#1 POST CROSS -TIE PER PLAN, TYP EACH SIDE OF POST EQ. i EQ. TYPICAL CROSS -TIE POST DETAIL NO SCALE (3) 1/4" DIA. X 8" LENGTH 2X6 T&G BY OTHERS WITH (3) SDS SCREWS AT RAFTER. 16d AT EACH SUPPORT, TYP\ COUNTERSINK UP TO 1 1/4- ROOF PLY AND AS REQ'D TO PROVIDE 3" FASTENING PER PLAN EMBED IN BEAM BELOW. STAGGER SCREWS TO 6X RAFTER AVOID SPLITTING PER PLAN 4" E OF 6X� R' EDGE FASTEN cEN, 16d AT 7" O.C. -=--(2) 1" DIA.. " ..... ..... .-. THRU BOLTS A35 CUP EACH CROSS -TIE PER CROSS -TIE PI AN F S nF 9 SDI 0 3X BLOCK "^' "" WITH RBC CLIP TO BEAM AT 2'-8" O.C. BEAM PER PLAN NOTES: 1.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 2.) PRE -DRILL SDS SCREW HOLES 5/32" AS REQUIRED TO AVOID SPLITTING. 3.) NOT ALL FRAMING/FASTENERS SHOWN. SEE PLANS AND DETAILS FOR ADD'L INFO. TYPICAL EAVE DETAIL 7 NO SCALE SD QmFES SIGN WALL CONTINUES WHERE p q� OCCURS PER PLAN ��� �Q K• B F� (5) 16d +++ + + AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" + + + + DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" + + MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO + DRILLING INSTALL PER MANUFACTURER'S RECOMMENDATIONS DBL 2X TOP PLATE PER DETAIL BELOW - MSTI26 STRAP, U.N.O., CENTERED ON DISCONTINUITY STUD DIRECTLY UNDER SPLICE, TYP;--' ' TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d (12) MIN. BETWEEN SPLICES I 16d SINKERS AT 16" O.C. (12) UNDER SPLICE, TYP. I; INTERSECTING WALL OR CORNER WHERE OCCURS- -I TYPICAL TOP PLATE SPLICE TYPICAL TOP PLATE SPLICE DETAIL NO SCALE E.N. DECK PLY THIS LINE CONT. CS16 STRAP PER PLAN SINKERS AT 16" O.C. MIN. BETWEEN SPLICES DBL 2X TOP PLATE E.N. DECK (5) 1/4- DIA. X 4 110 PLY THIS LINE LENGTH SDS SCREWS, TYP AT EACH CONTINUOUS JOIST 2X BLOCK FLAT, TYP CONT. CS16 -- E.N. DECK STRAP PER PLAN PLY THIS LINE J5" 2" MAX 4'-0" MAX AT (3) STORY AND TALLER MIN 6'-0" MAX AT 1 AND 2 STORY FPT DF -L (SEE SHEAR WALL SCHED.) SILL II II 7" MIN `� PLATE WASHER I I U --� 3" X 3" X .229", TYP_/ MASA/MASAP ANCHOR OPTION PER NOTE 4 1 /2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2- OR LESS FROM THE INSIDE FACE OF SHEATHING. 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 S D 1 NO SCALE S D 1 EXTEND STRAP 12" MIN. AT EXTEND STRAP 12" MIN. AT EDGE OF DECK, WHERE EDGE OF DECK, WHERE OCCURS, AND LAP OVER FACE OCCURS, AND LAP OVER FACE OF RIM JOIST WHERE OCCURS OF RIM JOIST WHERE OCCURS CONTINUOUS JOIST PER PLAN X 17'-9" MIN. LENGTH NOTES: ---TI-°--IT--° HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) 1.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. "SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROMMINIMUM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOEDOWN FASTENERS AT POST STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 jDBL2X 1 1 5/16" 1 SSTB20 SSTB24 10 SCREWS 6" NOTES: ---TI-°--IT--° 1.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. GENERAL NOTES: 2.) GUARDRAIL AND ATTACHMENT BY OTHERS. 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 3.) DECK PLY NOT SHOWN FOR CLARITY. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. GAP BETWEEN PARTIAL PLAN 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. TYPICAL DECK POST DETAIL 5 TYPICAL HOLDOWN SCHEDULE 2 NO SCALE �ID JI NO SCALE S D 1 CORNER WHERE OCCURS 16d NAILS AT TOP PLATE PER 6/SD1 LAPPED CORNERS, TYP PROVIDE PANELS MFR, 1/8 BLOCK AT A 16" MAX SPACING - AS ALL ---TI-°--IT--° N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON* 1 WALL AND 1/2" DIAMETER NAIL SIZE GAP BETWEEN i.i FIELD NAIL PER LOAD TYPE ANCHOR BOLT SPACING II REQ'D BY I I I II SHEAR WALL SCHED. CLIP SPACING (PLF) " MIN I I I I°I I I I I 8d 0 12" O.C. A35 AT 2-8O.C. 260 6 II II I EN PER SHEAR RBC AT ll' -8n O.C. I II II I WALL SCHED. 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. AS REQ'D I I'I I I I I AB ®2 9 O.C. EDGES, TYP I I I I I 11 COMPRESSION —SHEAR PLY I POST OL REN PER HOEDOWN — PER SHEAR SCHEDULE WALL SCHED. II I I ai I,i � I STUD I°I I I II II I II II I II I I,I I°I I°I I II II I I I HOLDOWN I I.I I°I II I PER II �i I II II II II II �I I°I Il SCHEDULE 1 II I I°I II \j �°I II I II II II II II II I I°I SILL PLATE AND AB SIZE/SPACING PER SCHED. " PERMIT# Oil -- 0401 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COIDE.COMPLI�E QAT X01 1-7_ BY SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON* ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL 12d 0 7" O.C. 8d ® 6" O.C. 8d 0 12" O.C. A35 AT 2-8O.C. 260 6 AB ®3 -9 O.C. RBC AT ll' -8n O.C. MUDSILL 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1� 8» O.C. 350 4*2X AB ®2 9 O.C. RBC AT l-2" O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 12 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. FOUNDATION PER PLAN MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE S D 1 NO SCALE �Dl �No. 75688'rTl * E . 6/ 0/18 s� CiV\\- q�FOF CAOF 2/22/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS OrA_04 /J�► 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com J Uj W Q QU O LU U U W � U o� 0 z� Q N a 110 c -i J Q U REVISIONS: DATE: 2/22/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-119 SHEET: SD1 E.N. PLY AT BLOCKS\ FLOOR PLY AND NAILING PER PLAN DECK JOIST PER PLAN, TYP SOLID BLK'G AT 24" O.C:-----"' E.N., DBL TOP PLATE PER 6/SD1--' PLYWOOD AND NAILING PER PLAN' E. t ' WALL FRAMING PER PLAN TYPICAL DECK DETAIL NO SCALE ADJACENT STRUCTURE BY OTHERS ATTACHMENT TO ADJACENT STRUCTURE PER CONTRACTOR A35 CLIP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. 12 SD2 ,-,,,REINFORCED CONCRETE STAIR BY - --- -- OTHERS WITH 11" MAX TOTAL THICKNESS i 1 1/2 AT 1/2" ISOLATION i.----------- - - . BOTT. OF • + JOINT AT SOG /FLUTES • 3" MIN. J SLAB -ON -GRADE METAL DECK PER PLAN, COPE BY OTHERS AS AND BEND AT BASE AS REQ'D OCCURS FOR FULL SUPPORT AT FNDN AND FOR ANCHOR ATTACHMENT 4b °000 0 z 1/2- DIA EXP. ANCHOR I I AT 12" O.C. WITH 3" MIN. (E) FNDN o EMBED AT (E) FNDN -I 3" CLR 12" MIN.(1) #4 CONT. NOTES: TOP AND BOT. 1.) FOUNDATION SIZES, REINFORCING SHOWN, AND FRAMING SHOWN SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2.) CORROSION PROTECTION BY OTHERS. 3.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. 4.) GUARDRAIL AND ATTACHMENT BY OTHERS. REINFORCED CONCRETE STAIR BY OTHERS WITH 11" MAX TOTAL THICKNESS ;t ' iF • #3 NOSING BAR MIN, TYP. • METAL DECK ____i PER PLAN •% #4 DOWEL AT EACH WALL VERT. WITH 16" MIN EMBED IN WALL AND 16" TAIL IN METAL DECK FULLY GROUTED 6" CMU BLOCK WALL WITH #4 AT 16" O.C. VERT. AT CENTERLINE OF WALL AND #4 AT 16" O.C. HORIZ. 12" EMBED IN SIMPSON SET -XP EPDXY IN (E) FOUNDATION. INSTALL PER MFR. RECOMMENDATIONS. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING - 6" MIN. I - z Z N V co 3" CLR.r Lj 12" MIN. \#4 CONT. TOP AND BOT. NOTES: 1.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 2.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. 3.) GUARDRAIL AND ATTACHMENT BY OTHERS. TYPICAL STAIR TO FOUNDATION DETAIL 11 DECK FOUNDATION DETAIL NO SCALE SD2 NO SCALE DECK PLY AND NAILING PER PLAN E.N. PLY AT BLOCKS 2X BLOCK AT 16" O.C. WITH (3) 8d TOENAILS TO PLATE A34 CLIP EACH BLOCK' E.N. 1/2X RIM WITH (3) 16d EA. BLOCK 435 CLIP AT 2'-8" O.C. 3X6 PTDF PLATE WITH 1/2 - DIA. /2"DIA. A.B. AND WASHER AT 24" O.C., TYPICAL /#4 CONT. 0 #4 DOWEL AT EACH WALL VERT. --- ----- _______.__.___.____ WITH 12" TAIL IN WALL AND 3'-6" REINFORCED CONCRETE MIN LAP ACROSS METAL DECK ----____STAIR BY OTHERS WITH 11" MAX TOTAL • THICKNESS FULLY GROUTED 6" CMU BLOCK CONT. METAL WALL WITH #4 AT 16" O.C. VERT. DECK PER PLAN AT CENTERLINE OF WALL AND #4 AT 16" O.C. HORIZ.\CONT. 3X6 LEDGER BETWEEN PERPENDICULAR STAIR SUPPORT WALLS WITH 1/2" DIA. ANCHOR BOLT WITH 4" EMBED IN WALL AT 16" O.C. MAX. NOTES: 1.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. 2.) GUARDRAIL AND ATTACHMENT BY OTHERS. 3.) SEE DETAIL 5/SD2 FOR SUPPORTING FOUNDATION. DECK DETAIL C NO SCALE SD2 REINFORCED CONCRETE STAIR BY OTHERS WITH 11" MAX TOTAL THICKNESS\a 1 CONT. METAL DECK PER PLAN' OLDOWN POST PER SCHEDULE AT HDU2 HOLDOWNS AT (E) FOUNDATIONS PROVIDE 5/8" DIA. A307 THREADED ROD IN SIMPSON SET -XP EPDXY WITH 12" EMBED SHEAR PER PLAN IN (E) FOUNDATION. INSTALL PER MFR. RECOMMENDATIONS. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING OLDOWN PER PLAN +. P.T. DF SILL AND #4 DOWEL AT EACH WALL VERT. A.B. PER 3/SD2 WITH 16" MIN EMBED IN WALL AND 3'-6" MIN LAP ACROSS METAL DECK -moi` SLOPE GRADE 8" MIN. AWAY FROM FOUNDATION 6" MIN.-"_..._. _ • -III= 1= _ _ z 4 CONT BAR - N REINFORCED CONCRETE TOPPING BY OTHERS REINFORCED CONCRETE WITH 3/4" MAX TOTAL STAIR BY OTHERS WITH THICKNESS 11" MAX TOTAL THICKNESS E.N*E.N. DECK PLY AND \__ AT CENTERLINE OF WALL NAILING PER PLAN #4 DOWEL AT EACH 14 2X BLOCK WALL VERT. WITH 16" MIN EMBED IN WALL AND #4 AT 16" O.C. HORIZ. A35 CLIP AT 16" TAIL IN METAL DECK I I 2'-8" O.C. NOTES: ...... �' 12" MIN. 1.) #3 NOSING • '' SHEAR PER (E) FNDN NOTES: TOP PLATE PER BAR MIN, TYP. I SWS TYPE 1.) FOUNDATION SIZES, REINFORCING SHOWN, AND FRAMING SHOWN SHALL BE FIELD 2.) 6 SD1 / ATTACHMENT BY OTHERS. VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER "6" MIN, AND BOTT. PRIOR TO CONSTRUCTION. 3.) SEE DETAIL 5/SD2 FOR SUPPORTING FOUNDATION. TYP ENTIRE 2.) COORDINATE UNDERFLOOR CLEARANCE WITH ARCHITECT/DESIGNER. DECK WALL FRAMING PER .. '" TYPICAL HOLDOWN ATE FNDN DETAIL 3 WALL - PLAN XMETAL DECK PER PLAN 00 #4 DOWELS AT 3'-0" O.C. TOP FNDN WITH #4 " " AND BOTT. WITH 4" EMBED IN MIN. �, 9 MIN. FULLY GROUTED 6" CMU BLOCK 3" CLR.r WALL WITH #4 AT 16" O.C. VERT. AT CENTERLINE OF WALL AND #4 AT 16" O.C. HORIZ NOTES: 1.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 2.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. 3.) GUARDRAIL AND ATTACHMENT BY OTHERS. 12" MIN. CONT. TOP AND BOT. DECK FOUNDATION DETAIL 10 NO SCALE SD2 DECK PLY AND NAILING PER PLAN E.N. PLY AT BLOCKS 2X BLOCK AT 16" O.C. WITH (3) 8d TOENAILS TO PLATE A34 CLIP EACH BLOCK' E.N. 1/2X RIM WITH (3) 16d EA. BLOCK 435 CLIP AT 2'-8" O.C. 3X6 PTDF PLATE WITH 1/2 - DIA. /2"DIA. A.B. AND WASHER AT 24" O.C., TYPICAL /#4 CONT. 0 #4 DOWEL AT EACH WALL VERT. --- ----- _______.__.___.____ WITH 12" TAIL IN WALL AND 3'-6" REINFORCED CONCRETE MIN LAP ACROSS METAL DECK ----____STAIR BY OTHERS WITH 11" MAX TOTAL • THICKNESS FULLY GROUTED 6" CMU BLOCK CONT. METAL WALL WITH #4 AT 16" O.C. VERT. DECK PER PLAN AT CENTERLINE OF WALL AND #4 AT 16" O.C. HORIZ.\CONT. 3X6 LEDGER BETWEEN PERPENDICULAR STAIR SUPPORT WALLS WITH 1/2" DIA. ANCHOR BOLT WITH 4" EMBED IN WALL AT 16" O.C. MAX. NOTES: 1.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. 2.) GUARDRAIL AND ATTACHMENT BY OTHERS. 3.) SEE DETAIL 5/SD2 FOR SUPPORTING FOUNDATION. DECK DETAIL C NO SCALE SD2 REINFORCED CONCRETE STAIR BY OTHERS WITH 11" MAX TOTAL THICKNESS\a 1 CONT. METAL DECK PER PLAN' OLDOWN POST PER SCHEDULE AT HDU2 HOLDOWNS AT (E) FOUNDATIONS PROVIDE 5/8" DIA. A307 THREADED ROD IN SIMPSON SET -XP EPDXY WITH 12" EMBED SHEAR PER PLAN IN (E) FOUNDATION. INSTALL PER MFR. RECOMMENDATIONS. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING OLDOWN PER PLAN +. P.T. DF SILL AND #4 DOWEL AT EACH WALL VERT. A.B. PER 3/SD2 WITH 16" MIN EMBED IN WALL AND 3'-6" MIN LAP ACROSS METAL DECK -moi` SLOPE GRADE 8" MIN. AWAY FROM FOUNDATION 6" MIN.-"_..._. _ • -III= 1= _ _ z 4 CONT BAR - N NO SCALE 12" EMBED IN SIMPSON SET -XP EPDXY IN (E) FOUNDATION. INSTALL PER MFR. RECOMMENDATIONS. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING -- 6" MIN- SD2 NO SCALE �D2 -FULLY GROUTED 6" CMU BLOCK (3) #4 X 3'-0" DOWELS WITH WALL WITH #4 AT 16" O.C. VERT. CORNER WHERE OCCURS --i 5" EMBED IN SIMPSON AND AVOID ALL AT CENTERLINE OF WALL AND EPDXY(E) REINF. PRIOR TO DRILLING #4 AT 16" O.C. HORIZ. (E) FOUNDATION AS OCCURS -\ SLOPE FINISHED EQ I GRADE AWAY FROM FND. EQ z I 2) #3 TIES (E) FNDN z N ......_ 3" CLR. I I NOTES: 12" MIN. \#4 CONT. TOP AND BOT. \--(N) FTG PER PLAN WN 1.) DSIZES, REINFORCING ES'BRHTTGEANTOFF ELDVER VERIFIED AND ANY DISCREPANCIES AND FRAMING OTYPICAL (N) FTG TO (E) FTG DETAIL 2 THE ENGINEER PRIOR TO CONSTRUCTION. NO SCALE SD2 2.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. STRAP PER PLAN WHERE OCCURS OVER 2X FLAT BLK'G, TYP 3.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. E.N., TYP DECK PLY AND NAILING PER PLAN 2X RIM WITH (3) 16d EA. JOIST 4.) GUARDRAIL AND ATTACHMENT BY OTHERS. E.N. PLY AT BLOCKS TYPICAL DECK FOUNDATION DETAIL 5 NO SCALE DECK JOIST PER PLAN OR SOLID SD2 BLOCK AT 24" O.0 AT PARALLEL JOIST CONDITION WITH (3) 8d WALL FRAMING PER PLAN TOENAILS TO TOP PLATE, TYP j E.N. A35 CLIP AT 2'-8" O.C. TOP PLATE PER 6/SD1 WALL FRAMING PER PLAN -SHEAR PER SWS TYPE "6" - -SHEAR PER SWS TYPE "6" MIN, TYP ENTIRE WALL MIN, TYP ENTIRE WALL (E) FRAMING P.T. DF SILL PER 3/SD1 AND ANCHORAGE P.T. DF SILL AND E.N. A.B. PER 3/SD1 Ak E.N. • 8" MIN. r'ERIM 11 (E) FOUNDATION -- -- _..__ .__._ ___._ SLOPE FINISHED • z 6" MIN. GRADE AWAY 1100 -.1 I= I I - _ FROM FND. SATE, 6" MIN. 8" 11- Ul-L FULLY GROUTED 6" CMU BLOCK WALL WITH #4 AT 16" O.C. VERT. OP AND BOTT. 2 00 z_ AT CENTERLINE OF WALL AND FNDN WITH #4 AT 24" O.C. #4 AT 16" O.C. HORIZ. (E) FNDN NOTES: 12" MIN. 1.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. (E) FNDN NOTES: z N 1.) FOUNDATION SIZES, REINFORCING SHOWN, AND FRAMING SHOWN SHALL BE FIELD 2.) GUARDRAIL AND ATTACHMENT BY OTHERS. VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER AND BOTT. PRIOR TO CONSTRUCTION. 3.) SEE DETAIL 5/SD2 FOR SUPPORTING FOUNDATION. 2.) COORDINATE UNDERFLOOR CLEARANCE WITH ARCHITECT/DESIGNER. DECK DETAIL 6 TYPICAL HOLDOWN ATE FNDN DETAIL 3 NO SCALE 12" EMBED IN SIMPSON SET -XP EPDXY IN (E) FOUNDATION. INSTALL PER MFR. RECOMMENDATIONS. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING -- 6" MIN- SD2 NO SCALE �D2 -FULLY GROUTED 6" CMU BLOCK (3) #4 X 3'-0" DOWELS WITH WALL WITH #4 AT 16" O.C. VERT. CORNER WHERE OCCURS --i 5" EMBED IN SIMPSON AND AVOID ALL AT CENTERLINE OF WALL AND EPDXY(E) REINF. PRIOR TO DRILLING #4 AT 16" O.C. HORIZ. (E) FOUNDATION AS OCCURS -\ SLOPE FINISHED EQ I GRADE AWAY FROM FND. EQ z I 2) #3 TIES (E) FNDN z N ......_ 3" CLR. I I NOTES: 12" MIN. \#4 CONT. TOP AND BOT. \--(N) FTG PER PLAN WN 1.) DSIZES, REINFORCING ES'BRHTTGEANTOFF ELDVER VERIFIED AND ANY DISCREPANCIES AND FRAMING OTYPICAL (N) FTG TO (E) FTG DETAIL 2 THE ENGINEER PRIOR TO CONSTRUCTION. NO SCALE SD2 2.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. STRAP PER PLAN WHERE OCCURS OVER 2X FLAT BLK'G, TYP 3.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. E.N., TYP DECK PLY AND NAILING PER PLAN 2X RIM WITH (3) 16d EA. JOIST 4.) GUARDRAIL AND ATTACHMENT BY OTHERS. E.N. PLY AT BLOCKS TYPICAL DECK FOUNDATION DETAIL 5 NO SCALE DECK JOIST PER PLAN OR SOLID SD2 BLOCK AT 24" O.0 AT PARALLEL JOIST CONDITION WITH (3) 8d WALL FRAMING PER PLAN TOENAILS TO TOP PLATE, TYP j E.N. A35 CLIP AT 2'-8" O.C. TOP PLATE PER 6/SD1 WALL FRAMING PER PLAN -SHEAR PER SWS TYPE "6" - -SHEAR PER SWS TYPE "6" MIN, TYP ENTIRE WALL MIN, TYP ENTIRE WALL (E) FRAMING P.T. DF SILL PER 3/SD1 AND ANCHORAGE P.T. DF SILL AND E.N. A.B. PER 3/SD1 Ak E.N. • 8" MIN. r'ERIM 11 (E) FOUNDATION -- -- _..__ .__._ ___._ SLOPE FINISHED • z 6" MIN. GRADE AWAY 1100 -.1 I= I I - _ FROM FND. SATE, 6" MIN. 8" 11- NO SCALE SD2 NO SCALE SD2 oQR(YESS/0/v K. P C �--A "f No. 7568' rTl * 6/ 0/18 JT CIV1\- gTFOF CAO 2/22/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com LU _I w Q 0 00 N �U LU � U U� U oQ o� Z � ryo QLn N 00 Q (.0 J U .3U1 T E COUNTY DEVELCL 1`!PVICES REVIEWS IG l)QE COM"' C REVISIONS: DATE: 2/22/17 SCA, LR: NTS 6RAWN BY: RKB JOB NUMBER: 17-119 SHEET: SD2 z_ z FNDN WITH #4 AT 24" O.C. z VERT AND #4 CONT. TOP (E) FNDN z N N AND BOTT. (E) 00 #4 DOWELS AT 3'-0" O.C. TOP FNDN WITH #4 " " AND BOTT. WITH 4" EMBED IN MIN. �, 9 MIN. 3" CLR.r CONT. BAR TOP AND BOTT. -� 1 -0 SET -XP EPDXY. LOCATE AND \#4 AVOID ALL (E) REINFORCING 12" MIN. CONT. TOP AND BOT. NOTES: PRIOR TO DRILLING NOTES: 1.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 1.) FOUNDATION SIZES, REINFORCING SHOWN, AND FRAMING SHOWN fSHALL,,B9 2.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING FIELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION', OF a ". ter• WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. THE ENGINEER PRIOR TO CONSTRUCTION. k 3.) ANY DISCREPANCIES BETWEEN FRAMING AND FOUNDATIONS SHOWN AND FIELD CONDITIONS 2.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 3.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. • ` 4.) COORDINATE UNDERFLOOR CLEARANCE WITH ARCHITECT/DESIGNER. � 4.) GUARDRAIL AND ATTACHMENT BY OTHERS. 5.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. ADJACENT FOUNDATION DTL 4 DECK FOUNDATION DETAIL 1 NO SCALE SD2 NO SCALE SD2 oQR(YESS/0/v K. P C �--A "f No. 7568' rTl * 6/ 0/18 JT CIV1\- gTFOF CAO 2/22/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com LU _I w Q 0 00 N �U LU � U U� U oQ o� Z � ryo QLn N 00 Q (.0 J U .3U1 T E COUNTY DEVELCL 1`!PVICES REVIEWS IG l)QE COM"' C REVISIONS: DATE: 2/22/17 SCA, LR: NTS 6RAWN BY: RKB JOB NUMBER: 17-119 SHEET: SD2 -------._--_ ___.--... - 1_. U