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HomeMy WebLinkAboutB15-2628 039-390-048I U EXI5TIN6 MULTIPLE �y- TREES U EXI5TINCS' 6' TALL WOOD BUTTE COUNTY OCT,2 12015 DEVELOPMENT SERVICES See attached— Minimum erosion control and sediment controls for projects disturbing less than one acre FENCV AT MINIMUM LEND TH of X' -Y" PER SCHEDULE BELOW X' -Y" SHEARNALL SCHEDULE - 3/5" THICK SHEATHINcG 4 16" D.G. STUD SPACING (*SEE NOTES BELOW*) �\ MUDSILL THICKNESS PRO ERN PAINEL EDGE PANEL FIELD "SIMPSON" � NALL LINA/ NAIL 51ZE MAIL SIZE NAIL SIZE A55 4 RBC, LOAD r ANCHOR BOLT SPAC I N6 4 SPAG I N6 4 SPAG I NG � CLIP SPAG I NG EX'i15TING 6' O 2X MUDSILLA55 12d ®7" O.G. 5dl ®6" O.G. PROPOSED T �4, LL WOOD 260 6 AB a 3'-9" O.G. COOLING EFFICIENCY: 13 SEER ,l 12 l�&lDE FENCE AT q 2X MUDSILLA55 AB a 2'-9" O.G. 12d ®5" D.G. I GRAVEL DR. PiPERTY loot(R 350 W U PROP05ED i 42' --_f I 2X MUDSILL NEW SEPTIC 5dl ® 4" O.G. ad a 12" O.G. A55 ® I'-5" O.G. 380 1 TANK PER PiO,OP05ED T RBG a 1'-0" O.G. WATER HEATER EFFICIENCY: 0.70% BUTTE CO. 2X MUDSILLA35 AB a 1'-D" D.G. 2NI' UNIT (177 5dl ®3" O.G. I a 1'-5" O.G. RBG a 10" O.G. 490 ENV. HEALTH 50. SFT. FOOT PRINT, 695 50. FT. I xe �Ory I I EX15T1N6 LIVINP SPACE) 5d1 ®2" O.G. 5d 12" O.G. a 1'-0" O.G. 640 �� AB a I'-9" O.G. TREES REOUIREMENT5 RBG a 5" O.G. i Ia14'-6" DI EXISTING \� d) 9.4 —\ 22" x 30" SYCAMORE TI<E5 O ATTIC TYPICAL ACCESSL J F- — — — -I TYP. `fl — EXISTING GRAVEL I I REF. I EX15TINO 61 PARKING - 2 GARS EXI5TIN6 5HEI:>\ I L TALL HOOD EXISTING r';- y, -------------- --- �� 246a FENCE AT PRC,7PERTY SEPTIC TANK _J �e tu ' I I LINE EXISTING 51NOLE Z. FAMILY HOME O o I I U1 I NEWT LEACH LINE 160 50. FT. 3 n1L I I PER BUTTE GO. FOOT PRINT p '; ( ENV. HEALTH PORCH< I m° = EXIST. CEDAR I Q ,0 ! ___ EXISTING 000 \ I LEACH LINE EXISTING BACK FLOW PREVENTER EX15TINO PUBLIC WATER SERVICE ' EXISTING P6417 POWER POLE w S t a n l e y Avenue SERVICE DROP FLAN C s UNLESS OTHERWISE NOTED, THESE PLANS SHALL MEET THE STANDARDS AND REG2U I REMENT5 OF THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN THE CALIFORNIA CODE OF REGULATIONS, TITLE 24:: PART 2, KNOWN AS THE 2013 CALIFORNIA BU I LD I NCS CODE (GBG) PART 2.5 KNOWN AS THE 2013 CALIFORNIA RESIDENTIAL CODE (CRC) PART 3, KNOWN AS THE 2015 CALIFORNIA ELECTRICAL CODE (CEG) PART 4, KNOWN AS THE 2013 CALIFORNIA MECHANICAL CODE (CMG) PART 5, KNOWN A5 THE 2013 CALIFORNIA PLUMBING CODE (GPC) PART 6, KNOWN A5 THE 2013 CALIFORNIA ENERGY CODE, AND ENERGY COMMISSION STANDARDS (GELS) PART 11 KNOWN A5 THE 2013 CALIFORNIA C REEN BU I LD I NC STANDARDS CODE (C055C) SHEARNALL LE-6END _ — — — — — — — — STRUCTURAL SIHEARWALL TYPE "X" FOR A AN MINIMUM LEND TH of X' -Y" PER SCHEDULE BELOW X' -Y" SHEARNALL SCHEDULE - 3/5" THICK SHEATHINcG 4 16" D.G. STUD SPACING (*SEE NOTES BELOW*) SHEAR MUDSILL THICKNESS 50LE PLATE PAINEL EDGE PANEL FIELD "SIMPSON" ALLOWABLE NALL 4 1/2" DIAMETER NAIL 51ZE MAIL SIZE NAIL SIZE A55 4 RBC, LOAD TYPE ANCHOR BOLT SPAC I N6 4 SPAG I N6 4 SPAG I NG 4 SPAG INC CLIP SPAG I NG (PLF) O 2X MUDSILLA55 12d ®7" O.G. 5dl ®6" O.G. 5d ®12" O.G. a 2'-a" Q.G. 260 6 AB a 3'-9" O.G. COOLING EFFICIENCY: 13 SEER a 7.17" EA. (7 II/64") C RBG ® 1'-a" O.G. q 2X MUDSILLA55 AB a 2'-9" O.G. 12d ®5" D.G. Shc ®4" O.G. 5d ®12" O.G. a I' -a" O.G. RBC a 1'-2" O.G. 350 W U I RADIANT BARRIER ROOF SHEATHING: NOT REQUIRED O I 2X MUDSILL 12d ® 5" O.G. 5dl ® 4" O.G. ad a 12" O.G. A55 ® I'-5" O.G. 380 4 AS a 1'-3" O.G. RBG a 1'-0" O.G. WATER HEATER EFFICIENCY: 0.70% 2X MUDSILLA35 AB a 1'-D" D.G. 126 ®4" O.G. 5dl ®3" O.G. 5d ®12" O.G. a 1'-5" O.G. RBG a 10" O.G. 490 ETAIL SEE DETAIL- xe �Ory I I 3X MUD5ILLA55 12d ®3" O.G. 5d1 ®2" O.G. 5d 12" O.G. a 1'-0" O.G. 640 �\� AB a I'-9" O.G. GUEST ROOM REOUIREMENT5 RBG a 5" O.G. SHEARNALL 6ENERAL NOTES I. NALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE. TOP PLATE 4 BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE. 5LOGK ALL PANEL EDGE5. 2. 5HEATHIN6: USE APA RATED (32/16 SPAN RATED) 5fHEATHING UNLE55 NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATES, MUDSILL, POSTS, HOLDONN COMPRESSION POSTS/STUDS. II 3. NAIL SIZES: 5d: 21/2" X 0.131" DIAMETER COMMON, OR 21/2" X 0.131" DIAMETER HDG BOX, 12d: 3 I/5'X 0.155.1DIAMETER SINKER, 20d: 4 X 0.192 DIAMETER COMMON. DO NOT OVERDRIVE NAILS. 5TA66ER SOLE FA5TENIN6 AND PRE DRILL PILOT HOLES (MAX. '75% NAIL DIA) TO AVOID 5PLITTIN6 HALL ELEMENTS. SEE DETAIL 6/DI FOR MORE INFO. 4. AT SHEARNALL TYPES 114" 113" AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. 5. ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. moi.: n" A 4040 XO 44035 XO LEGEND AREAS PROJECT I NFORM^TI ON 4 CODE ANALY515 JOB SITE ADDRESS: 1312 STANLEY AVENUE JOB 51TE PARCEL NUMBER: 039-310-048 PROPERTY OWNER: MARK POTKIN USE 4 OCCUPANCY: RESIDENTIAL GROUP R-3 TYPE OF CONSTRUCTION: TYPE V -B FLOOD ZONE: X (UNSHADED) SCouPE OF WORK: TH15 PROJECT WILL ADD A 2ND UNIT (DWELLING) TO A PARCEL. THE NEN UNIT OR DWELLING WILL BE AN UPPER LEVEL STUDIO BUILT OVER A GARAGE. WALL - PLATFORM FRAMED BALLOON ]FRAME SHEAR NALL (SEE SHEARWALL LEGEND TH15 5HEE7 4 SHEET 5D1) LONER LEVEL (GARAGE): 9'18 50. FT. STAIR HELL NOT INGLD. UPPER LEVEL LIVING: (5a(b SO. FT. UPPER PORCH: 52 50. FT. LANDINGS AT DOORS SHALL COMPLY WITH 2013 CBC SECTIONS 1008.1.5, 1008.1.6, 1009.8 &1010.7 and 2013 CRC SECTIONS 311.3 & 311.7.6 4 A, D3 SEE DETAIL 1/3 b REGARD I N6 GAURDRAI L b+ REOUI REMENT5 n: _nn 2013 CRC SECTION R308.4 HAZARDOUS LOCATIONS Glazing installed in dwellings at hazardous locations shall comply with the 6030 XO V-01 U�o 4,y, A(o 2020 AWN L = 12.25' Query INGLDS. (1)21-01, 12 do \�lp �,('-0 = I " [�,, lel ...... N. w. au n..a. a.w.un.g mo„a...uvn 4/ Complete construction Post Debris Recovery P. I d K FLOOR PLAN 5TRUGTURAL NOTES: I.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SDI-SD3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING NALL FRAMING U.N.O.: EXTERIOR NALL: DBL 2X6 DF#I AT 5" O.G. UP TO 15'-O" LENGTH NSE A55 CLIP AT TOP AND BOTT PLATES). 2x6 DF STUD AT 16" O.G. UP TO 9'-O" LENGTH. INTERIOR NALLS: 2X4 DF AT 16" O.G. 5) SEE DETAIL 5/5D1 FOR TYPICAL STUD NALL ELEVATION AND TYPICAL NALL OPENING SCHEDULE. 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXPOSED FRAMING SHALL BE PRE55URE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE AGGORDING TO MFR'S WRITTEN GUIDELINES. (5.) ALL STRUGTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. Q�OFESS/p �p sr 9'-6" iz C 7 ' aK7 A4 TYP. EXP. I b CIVIL. 6 3040 XO 0FCAl1F 1 I THESE PL NS Hi kVE BEEN REVIEWED FOR COMPLIANCE ONLY WIT THE TTACHED STRUCTUR11 CAL ULATIONS I TOOL I 5TORAOE 5TORAOE 10'-O" 6D1 5' GLC. 5' GL6. I I I 2668 1 I I 2868 9080 OAR. DR. — Q O 4Jij, SHELF 4 POLE LO d7 GAS NATER HEATER. ' 4068 4068 STRAP 4 2" LONG #12 NOOD SCREWS ® 4" ABOVE 246 iv TANK. TANK TO REST ATOP +IS" PLATFORM. O MINIMUM TITLE 24 REGQUIREMENT5 13'-2" ;M* OARAOE i 9' CEILING I -5 :: �D O HEATING EFFIGIENGY: 92% AFUE STAIRS DN.: 17 RISERS _ Q 6x8 D.F. #1 w/ GBSO 10'-0" 6D Q d COOLING EFFICIENCY: 13 SEER a 7.17" EA. (7 II/64") C n SEE DETAIL 1/3 REGARDING Future occupancy changes will be STAIR HANDRAIL REQUIREMENTS. I I DUCT INSULATION: R-6 w/ IO:: TREADS. 4 n W U I RADIANT BARRIER ROOF SHEATHING: NOT REQUIRED O I Q�Q- HERS VERIFICATION: REQUIRED I ( WATER HEATER EFFICIENCY: 0.70% DQ ETAIL SEE DETAIL- xe �Ory I I 1/3 RE. STAIR 1/5 HANDRAIL l I 11 O co �\� I GUEST ROOM REOUIREMENT5 I Ia14'-6" DI d) 22" x 30" ATTIC ACCESSL J F- — — — -I TYP. `fl — I REF. I o L l I 246a I �e ISLAND I I O o I I • 6040 XO 01 0 0 3 PORCH< I m° = b' GL6. I o o —J 00 oo. J O M O CPO 000 4 A, D3 SEE DETAIL 1/3 b REGARD I N6 GAURDRAI L b+ REOUI REMENT5 n: _nn 2013 CRC SECTION R308.4 HAZARDOUS LOCATIONS Glazing installed in dwellings at hazardous locations shall comply with the 6030 XO V-01 U�o 4,y, A(o 2020 AWN L = 12.25' Query INGLDS. (1)21-01, 12 do \�lp �,('-0 = I " [�,, lel ...... N. w. au n..a. a.w.un.g mo„a...uvn 4/ Complete construction Post Debris Recovery P. I d K FLOOR PLAN 5TRUGTURAL NOTES: I.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SDI-SD3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING NALL FRAMING U.N.O.: EXTERIOR NALL: DBL 2X6 DF#I AT 5" O.G. UP TO 15'-O" LENGTH NSE A55 CLIP AT TOP AND BOTT PLATES). 2x6 DF STUD AT 16" O.G. UP TO 9'-O" LENGTH. INTERIOR NALLS: 2X4 DF AT 16" O.G. 5) SEE DETAIL 5/5D1 FOR TYPICAL STUD NALL ELEVATION AND TYPICAL NALL OPENING SCHEDULE. 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXPOSED FRAMING SHALL BE PRE55URE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE AGGORDING TO MFR'S WRITTEN GUIDELINES. (5.) ALL STRUGTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. Q�OFESS/p �p sr 9'-6" iz C 7 ' aK7 A4 TYP. EXP. I b CIVIL. 6 3040 XO 0FCAl1F 1 I THESE PL NS Hi kVE BEEN REVIEWED FOR COMPLIANCE ONLY WIT THE TTACHED STRUCTUR11 CAL ULATIONS I TOOL I 5TORAOE 5TORAOE 10'-O" 6D1 5' GLC. 5' GL6. I I I 2668 1 I I 2868 9080 OAR. DR. — Q gJiy 4Jij, LO d7 GAS NATER HEATER. TANK SHALL BE FASTENED TO THE ADJACENT FRAMING WITH I6 6A. METAL STRAP 4 2" LONG #12 NOOD SCREWS ® 4" ABOVE 246 CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. TANK TO REST ATOP +IS" PLATFORM. TANK SHALL HAVE DISCHARGE TO 0.5. �2216&a oCl) 13'-2" ;M* OARAOE i 9' CEILING I -5 :: �D 0 0 Cl) Q _ �M.-SEE UPPER LEVEL FLR. FRMG. PLA 6x8 D.F. #1 w/ GBSO 10'-0" 6D Q STAIRS UP.: 17 RISERS I a ® 7.17" EA. 0 II/64") I C w/ 10" TREADS. I SEE DETAIL 1/3 REGARDING Future occupancy changes will be STAIR HANDRAIL REQUIREMENTS. I I required to meet the regulations re ;— bg�_7LD I qud at the time of permit application for a new occupancy change or tenant improvement 9050 GAR. DR. —A5 A 3 BM: 5EE UPPER LEVEL FLOOR FRM6. PLAN 9050 GAR. DR. na report ocumentation and V.O.C. Compliance Certification submit to Building 5 30' SDI OH. SDI SDI 5D1 Of f -b" P. FIRE SPRINKLER NOTE - UPPER LEVE A FIRE SPRINKLER 5Y5TEM 15 REOU I RED. FIRE SPRINKLER PLANS SHALL BE SUBMITTED LONER ^ I Y V LEVEL,UNDER SEPARATE COVER AS A DEFERRED SUBMITTAL; SUCH PLANS MUST BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN. 2'-6 NH 0 C Sol `N-' OH. � TYP. _ a6 14'-6" c ❑ 1 1 ❑ N 0) M M LO O cY) LO I 131 10 3065 Date Job POTK I N s OARAOE/ 2ND UNIT ID i sDl 0 ❑ ❑ Z SHEET Pr=KNIT # I"`O RUTTE OCAR! P.` ^E-VELGPMENT SERV±CES REVIEWED FC R COX (-`0I`v!PLIkNCE DATE------� 4F %/✓ — RY FLOOR PLAN5 of 6 plus SN, SD1—SD3 ❑ ❑ .•�-- �.,,._, tom,_ :���` � ~` �'"'.". N C O 03 It s a � O 00 00 LO d7 • �� Co � o O co U oCl) O ;M* cO �D 0 0 Cl) Q U O Q a O C Z LO W d' 4 I 131 10 3065 Date Job POTK I N s OARAOE/ 2ND UNIT ID i sDl 0 ❑ ❑ Z SHEET Pr=KNIT # I"`O RUTTE OCAR! P.` ^E-VELGPMENT SERV±CES REVIEWED FC R COX (-`0I`v!PLIkNCE DATE------� 4F %/✓ — RY FLOOR PLAN5 of 6 plus SN, SD1—SD3 ❑ ❑ .•�-- �.,,._, tom,_ :���` � ~` �'"'.". 03 It O O co H cO �D 0 0 Q a co C o W 4 W U � O O co I 131 10 3065 Date Job POTK I N s OARAOE/ 2ND UNIT ID i sDl 0 ❑ ❑ Z SHEET Pr=KNIT # I"`O RUTTE OCAR! P.` ^E-VELGPMENT SERV±CES REVIEWED FC R COX (-`0I`v!PLIkNCE DATE------� 4F %/✓ — RY FLOOR PLAN5 of 6 plus SN, SD1—SD3 ❑ ❑ .•�-- �.,,._, tom,_ :���` � ~` �'"'.". 5/6" DIA. THREADED ROD (6 RODS PER F.A.U) 1-5/5" x 12 GA. UN15TRUT I I/6" x I I/6" ANGLE w/ (2) 1/4" x 2" LONG LAG BOLTS INTO TOP CHORD OF TRUSS, TYPICAL, I6 OA. TIE W1RE SEISMIC, RESTRAINTS IN (4) DIRECTIONS PER ROOF PLAN. ATTACH TO FAU CASE AND ROOF FRAMING w/ (1) #5 x 5/4" HEX HEAD. F.A.U. MOUNTI NO 5/4" = 1'-0" WEST 5OUTH EAST NORTH 14111_11-011 EXTERIOR rz L E \/ ATI 0 N 5 ROOF PLAN STRUCTURAL NOTES: I. SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL 5HEET5 5D1 -5D5 FOR ADDITIONAL INFORMATION. 2. TYPICAL ROOF SHEATHINS (U.O.N): 1/2" THICK, APA TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16 EXPOSURE I STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAOGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 6d COMMON OR EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.G. AT ALL PANEL ED6E5, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN, FIELD NAIL AT 12" O.G. PROVIDE 1/6" 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. 5. SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 4. TYPICAL HEADER BELOW SHALL BE: 6x8 df. -L#2 U.O.N. 5. ANY DISGREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF REGORD. 6. ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINS. 1. ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER A5 TRU55 DE516N5 BECOME AVAILABLE FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. 8. ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE TABLE 2304.Q.1 UNLESS OTHERWISE NOTED. ARCHITECTURAL ROOF PLAN NOTE5 I. ROOF FRAMING SHALL BE AS 5HOWN. 2. ROOF PITCH AS SHOWN 4:12 (MATCH EXISTING) 5. ROOF OVERHANG SHALL BE 24", TMP. (MATCH EXISTING) 4. ROOF COVERING SHALL BE COMPOSITION SHINGLE o/ 15# FELT o/ 1/2" PLY OR 05B NAILED w/ 6d 6" O.G. EDGES AND 12" FIELD. 5. PROVIDE ATTIC VENTILATION OF 1 50. FT. PER 500 50. FT. OF ATTIC AREA. HALF OF THE VENTILATION REQ'D. SHALL BE INSTALL HIGH SUCH AS RIDGE VENTING OR GABLE END VENTS. HALF OF THE VENTILATION SHALL BE INSTALLED LOW SUCH AS EAVE VENTS. /J(J\10 NOTE: CONTACT SUMMIT STRUCTURAL DESIGN IF ALTERNATE POST GAP HARDWARE 15 PREFERRED. 6 \-MSTA24 STRAP D3 BEAM TO TOP PLATE VENTILATE LOWER ATTIC, SPACE AS FOLLOW5: 151 / 300 = .6 50. FT. OF NET FREE AREA VENTILATION REQUIRED. • LOW VENTING: PROVIDE (5) 5v2"x225/8" EAVE VENTS .55 50. FT. EACH. TOTAL LOW VENTING PROVIDED: 1 50. FT. OF NET FREE AREA • HIGH VENTING: PROVIDE (2) GABLE END VENTS AS SHOWN ON EXTERIOR ELEVATIONS THAT PROVIDE A MIN. OF I SQUARE FT. OF NET FREE AREA EACH. VENTILATE UPPER ATTIC, SPACE AS FOLLOWS: 854 / 500 = 2.6 SQ. FT. OF NET FREE AREA VENTILATION REQUIRED. *LOW VENTING: PROVIDE (6) 5Y2"x223/8" SAVE VENTS .33 50. FT. EACH. TOTAL LOW VENTING PROVIDED: I.GS 50. FT. OF NET FREE AREA • HIGH VENTING: PROVIDE (2) GABLE END VENTS A5 SHOWN ON EXTERIOR ELEVATIONS THAT PROVIDE A MIN. OF 1.5 SQUARE FT. OF NET FREE AREA EACH. 1411=11-011 ROOF P L A N Surface Drainage shall comply with 2013 CRC section R401.3 minimum FOUNDATION PLAN STRUCTURAL NOTES: 5% (6 inches" in 10 feet) slope away from foundation walls I. SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS 501-503 FOR ADDITIONAL INVORMATION. 2. PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 5. RECOMMENDED SLAB SECTION: A - 4" CONCRETE SLAB WITH #3 AT 15" O.G. SECURELY LOCATED AT MID -DEPTH OF SLAB. B -:2" SAND (DELETE AT EXTERIOR SLABS) - SEE SOILS REPORT IF APPLICABLE. G - WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS) - SEE 501LS REPORT IF APPLICABLE. D - 4" FREE DRAINING MATERIAL - SEE SOILS REPORT IF APPLICABLE. E - PROPERLY PREPARED 5UBORADE - SEE SOILS REPORT IF APPLICABLE. F - CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.G. EA. WAY MAX. 4. TYPICAL MINIMUM BEARING WALL FRAMING U.N.D.: EXTERIOR WALLS: 2x6 d.f. #1 ® 6" O.G. UP TO 16'-O" LENGTH (USE A55 CLIP AT TOP 8 BOTTOM PLATES) 2x6 d.f. STUD a 16" O.G. UP TO 41'-0" LEN(5TH) INTERIOR WALLS: WALL: 2x4 d.f. a 16" O.G. 5. SEE DETAIL 5/5D1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING 5GHEDULE. 6. PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL �OFESS/O PENETRATIONS WITH FRAMING SUBCONTRACTOR. Q -7. ANY DI5GREPANCIE5 BETWEEN FRAMING 5HOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY a�', ,4EDY ��y BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 8. ALL EXPOSED FRAMING SHALL BE PRE55URE TREATED WITH PROCESS AND APPLICATION APPROPRIATE w fi rr crC4=1( 3M FOR EXPOSURE ACCORDINGTO MFR'5 WRITTEN OUIDELINE5.aALL STRUCTURAL MEMBERSSHALL BE FASTENED IN COMPLIANCE WITH 2013 GBG FASTENING EXP• SCHEDULE, TABLE 2504.x.1 UNLESS NOTED OTHERWISE. OF CA11F0�� 31 4 D TYP. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 6X8D.F.#2 I I 1 I I I4" I THICK CONCRETE SLAB o/ BASE TYP. HDR., U.N.O. I I 0) L0 d7 CY) :: �� I (F2) 24 50. x 12 DP. GONG. FTG. (2) #4 `SS I 10 AT INT. PARTITION cy) I w/ E.W. PER 5/SD2 �� I 5 SS� D WALL I I Q z O D �O � (D Z 0 -p_ R.O. FOR A 5' DOOR -- - L - --- -, J U O � 4-1C) W U I D3 03 �--1 TYP, TYP. a NON- co LO 12" WIDE x 12" THICK BRO. WALL I I 1 W I GONG. GRADE BM. w/ a D (2) #5 TOP d BOTT. E1 I L____ J L__J TYP. ATTIC MOUNTED FAU. SEE DET. 1/2 FOR 22.x 30" ATTIC MOUNTING DETAILS. ALSO SEE ROOF PLAN ACCESS NOTE 6 FOR WORK SPACE REQUIREMENTS. T__I 6 X 12 D.F. #2 L5HEAR SOFFIT O ' PER DET. X 6/SD3� I 6 ( II 6" X 10" d.f. #1 6 X 12 D.F. #2 I I m TYP. HDR., U.N.O. /J(J\10 NOTE: CONTACT SUMMIT STRUCTURAL DESIGN IF ALTERNATE POST GAP HARDWARE 15 PREFERRED. 6 \-MSTA24 STRAP D3 BEAM TO TOP PLATE VENTILATE LOWER ATTIC, SPACE AS FOLLOW5: 151 / 300 = .6 50. FT. OF NET FREE AREA VENTILATION REQUIRED. • LOW VENTING: PROVIDE (5) 5v2"x225/8" EAVE VENTS .55 50. FT. EACH. TOTAL LOW VENTING PROVIDED: 1 50. FT. OF NET FREE AREA • HIGH VENTING: PROVIDE (2) GABLE END VENTS AS SHOWN ON EXTERIOR ELEVATIONS THAT PROVIDE A MIN. OF I SQUARE FT. OF NET FREE AREA EACH. VENTILATE UPPER ATTIC, SPACE AS FOLLOWS: 854 / 500 = 2.6 SQ. FT. OF NET FREE AREA VENTILATION REQUIRED. *LOW VENTING: PROVIDE (6) 5Y2"x223/8" SAVE VENTS .33 50. FT. EACH. TOTAL LOW VENTING PROVIDED: I.GS 50. FT. OF NET FREE AREA • HIGH VENTING: PROVIDE (2) GABLE END VENTS A5 SHOWN ON EXTERIOR ELEVATIONS THAT PROVIDE A MIN. OF 1.5 SQUARE FT. OF NET FREE AREA EACH. 1411=11-011 ROOF P L A N Surface Drainage shall comply with 2013 CRC section R401.3 minimum FOUNDATION PLAN STRUCTURAL NOTES: 5% (6 inches" in 10 feet) slope away from foundation walls I. SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS 501-503 FOR ADDITIONAL INVORMATION. 2. PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 5. RECOMMENDED SLAB SECTION: A - 4" CONCRETE SLAB WITH #3 AT 15" O.G. SECURELY LOCATED AT MID -DEPTH OF SLAB. B -:2" SAND (DELETE AT EXTERIOR SLABS) - SEE SOILS REPORT IF APPLICABLE. G - WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS) - SEE 501LS REPORT IF APPLICABLE. D - 4" FREE DRAINING MATERIAL - SEE SOILS REPORT IF APPLICABLE. E - PROPERLY PREPARED 5UBORADE - SEE SOILS REPORT IF APPLICABLE. F - CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.G. EA. WAY MAX. 4. TYPICAL MINIMUM BEARING WALL FRAMING U.N.D.: EXTERIOR WALLS: 2x6 d.f. #1 ® 6" O.G. UP TO 16'-O" LENGTH (USE A55 CLIP AT TOP 8 BOTTOM PLATES) 2x6 d.f. STUD a 16" O.G. UP TO 41'-0" LEN(5TH) INTERIOR WALLS: WALL: 2x4 d.f. a 16" O.G. 5. SEE DETAIL 5/5D1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING 5GHEDULE. 6. PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL �OFESS/O PENETRATIONS WITH FRAMING SUBCONTRACTOR. Q -7. ANY DI5GREPANCIE5 BETWEEN FRAMING 5HOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY a�', ,4EDY ��y BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 8. ALL EXPOSED FRAMING SHALL BE PRE55URE TREATED WITH PROCESS AND APPLICATION APPROPRIATE w fi rr crC4=1( 3M FOR EXPOSURE ACCORDINGTO MFR'5 WRITTEN OUIDELINE5.aALL STRUCTURAL MEMBERSSHALL BE FASTENED IN COMPLIANCE WITH 2013 GBG FASTENING EXP• SCHEDULE, TABLE 2504.x.1 UNLESS NOTED OTHERWISE. OF CA11F0�� 31 4 D TYP. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS �� 5'-O" el' W, N rn rn 0 CY) (1) C O I I 1 I I I4" I THICK CONCRETE SLAB o/ BASE I I I 0) L0 d7 CY) :: �� I (F2) 24 50. x 12 DP. GONG. FTG. (2) #4 `SS I 10 AT INT. PARTITION cy) I w/ E.W. PER 5/SD2 �� I 5 SS� D WALL I I Q z O D �O � (D Z 0 -p_ R.O. FOR A 5' DOOR -- - L - --- -, J U O � 4-1C) W U I �--1 0 Z co LO 12" WIDE x 12" THICK I I I 1 W I GONG. GRADE BM. w/ a D (2) #5 TOP d BOTT. E1 I TYP. �\b O co T__I 4" THICK CONCRETE SLAB o/ BASE I 6 ( II SLOPE TOWARDS ENTRIES TO DRAIN I I m (F5) 56" 50. x 12" DP. TMP' 5 D I I I I GONG. FTG. w/ STEEL (F2) 24" 50. x I " DP. I I PER 3/5D2 / GONG. FTG. w/ EL PER 5/SD2 O � V�1`2) 24"50. x 12" DP. GONG. FTG. STEEL 6 m I w/ LLz/ /-/J p PER 5/5D2 - I I I I d II _ 13'-4" (F2) 24" 50. x 12" DP. I I GONG. FTG. w/ STEEL I O PER 3/SD2 12" WIDE x 12" THICK -� _ GONG. GRADE BM. w/ m (2) #5 TOP 8 BOTT.A 11 (F2) 24" 5Q. x J S ,p, b 12" DP. GONG. (F2.5) 50" 50. F2 24"50. x D �6 FTG. w/ (2) #4 x 12" DP. FTG. 12" DP. GONG. II E.W. 3/SD2 w/ STEEL PER 1, 5/SD2 FTG. w/ (2) #4 I i I E.W. PER 5/5D2 LI I ��.P�ER, or �� 5'-O" el' W, N rn rn 0 CY) 13, ❑ Date 10-21-I5 Job POTKIN (F2) 24" SQ. x 12" OARAC E/ 2ND UNIT DP. GONG. FTG. w/ (2) #4 E.W. PER 5/5D2q` S� o ❑ SHEET CAJUN Y C 1, Ev DACE--------------<<[!'� -- 1/411=11-011 U N D A T 1 ON FLAN of 6 plus SN, SDI-SD3 ❑ ❑ (1) C O 00 coon00 00 0) L0 d7 CY) • r"y ca E -i cy) O U .o� O Z Q z a � (D Z 0 W O (D Q U O � 4-1C) W U 0 Z co LO ❑ 1 13, ❑ Date 10-21-I5 Job POTKIN (F2) 24" SQ. x 12" OARAC E/ 2ND UNIT DP. GONG. FTG. w/ (2) #4 E.W. PER 5/5D2q` S� o ❑ SHEET CAJUN Y C 1, Ev DACE--------------<<[!'� -- 1/411=11-011 U N D A T 1 ON FLAN of 6 plus SN, SDI-SD3 ❑ ❑ 00 O O H CY) E -i cy) O n0 w Z Q z a � (D Z 0 W O � 4-1C) W U W � a E1 O co T__I 13, ❑ Date 10-21-I5 Job POTKIN (F2) 24" SQ. x 12" OARAC E/ 2ND UNIT DP. GONG. FTG. w/ (2) #4 E.W. PER 5/5D2q` S� o ❑ SHEET CAJUN Y C 1, Ev DACE--------------<<[!'� -- 1/411=11-011 U N D A T 1 ON FLAN of 6 plus SN, SDI-SD3 ❑ ❑ STAIR NOTES: I. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EA. CONT. RUN OF TREADS OR FLIGHT w/ FOUR OR MORE RISERS. 2. HANDRAILS MAY PROJECT INTO THE READ. WIDTH A D15TANCE OF 3.5" FROM EACH SIDE OF A RAMP. OTHER PROJECTIONS, SUCH AS TRIM AND SIMILAR DECORATIVE FEATURES, MAY PROJECT INTO THE READ. WIDTH 1.5" ON EACH SIDE. HANDRAILS SHALL BE CONT. FOR THE FULL LENGTH OF THE FLIGHT FROM A POINT DIRECTLY ABOVE THE TOP AND BOTTOM R15ER. GAURDRAIL NOTES: 1 1/2" 1 I/2" HANDRAIL WALL HANDRAIL GRIP SHALL BE EITHER "TYPE I" OR "TYPE II" OR MEET THE EQUIVALENT 6RASPABILITY. 1. GUARDRAILS SHALL BE NOT LESS THAN 42" HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE. 2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34" MEASURED VERTICALLY FROM A LINE GONNEGTIN6 THE LEADING EDGES OF THE TREADS. 3. WHERE THE TOP OF THE GUARD AL50 SERVES AS A HAND RAIL ON THE OPEN 51DE5 OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LE55 THAN 34" INCHES AND NOT MORE THAN 38" MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. 4. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED 6UARD HEIGHT HHICH ALLOW PA55A6E OF A SPHERE 4". THE RIANOULAR OPENIN65 AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOH PA55A(5E OF A SPHERE 6" IN DIAMETER. 5 6UARD5 ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS HHIGH ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER. ATTENTION: PLASTIC COMPOSITES USED IN EXTERIOR DECK BOARDS, STAIR TREADS, HANDRAILS AND GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDIGATIN6 THE REQUIRED PERFORMANCE LEVELS AND DEMONSTRATING COMPLIANCE WITH THE PROVISIONS OF ASTM D -1032. INSTALLATION OF PLASTIC COMPOSITE SHALL BE INSTALLED IN ACCORDANCE w/ THE MANUFACTURER'S INSTRUCTIONS. C AURDRA I L $ HANDRAIL DETAILS NOT TO SOALE �2 SECOND FLOOR PLAN STRUCTURAL NOTES: I.) 5EE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS 5D1 -W5 FOR ADDITIONAL INFORMATION. 2.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 15 PSF (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 12 P5F. 3.) DECK FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 40 PSF (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION IF DECK BUILD-UP WILL EXCEED 40 PSF. 4) TYPICAL FLOOR 5HEATHIN6 (UNO): 3/4" THICK, APA, TECO, OR PITT55UR6H RATED 5HEATHIN6 OR RATED STUTRO-I-FLOOR, SPAN RATING 48/24(24 FOR STMD-I-FLOOR), EXPOSURE I STRUCTURAL PANELS, APPLIED WITH LONG DIMEN51ON ACROSS SUPPORTS AND ADJACENT PANELS 5TA66ERED WITH 4' ENDS OFFSET 4'. GLUE PANELS TO ALL FRAMIN6, EDGE NAIL WITH IOd COMMON RING SHANK NAILS OR EGUIV. (0.148" DIA X 3") AT b" O.G. AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 10" O.G. PROVIDE I/8" GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 5.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF#2 AT 8" O.G. UP TO IS' -0" LENGTH. (USE A55 CLIP AT TOP AND BOTTOM PLATES). 2X6 OF STUD AT 16" O.G. UP TO a' -O" LENGTH INTERIOR WALLS: 2X4 OF STUD AT 16" O.G. 6) SEE DETAIL 5/SDI FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. -1.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 8.) TYPICAL DECK JOISTS SHALL BE 2x8 DF -L #2 5PAGED AT 12" O.G., UNO. a.) TYPICAL FLOOR JOIST SHALL BE II 7/8" BGI 5000 I.? AT 16" O.C. WITH 1 1/4" LSL RIM. INSTALL ALL COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 10.) PROVIDE DOUBLE J015T UNDER ALL WALLS WHERE WALLS RUN PARALLEL TO JOISTS, AND J015T SPAN EXCEEDS a' -O" UNO. II) PROVIDE DOUBLE JOIST UNDER ALL BATH TUBS, EQUIPMENT AND HEAVY FURNITURE/APPLIANCES. 12) TYPICAL HEADER BELOW 15 6x8 DF -L #2 UNO. 13) PROVIDE POS. ATTACHMENT OF ALL BEAM TO POST, BEAM TO BEAM, P05T TO BEAM, AND POST TO POST CONN'S WITH (2) 5T22 5TRAP5 MIN. AND A35 CLIPS U.N.O. PER PLAN AND DETAILS. 14.) ANY DISCREPANCIES BETWEEN FRAMING SHORN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 15.) ALL EXPOSED FRAMING SHALL BE PRE55URE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'5 WRITTEN GUIDELINES. 16.) PROVIDE METAL HANGERS PER 12/SDI AS REQUIRED, UNLESS NOTED OTHERWI5E. 11.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE, TABLE 2304A.1, UNLESS NOTED OTHERWISE. 11 7/8" Bc 5000 1.7 @ 16" O.0 I T5 HGR � SEE ROOF �\ I PLAN -PRE-MFR. ROOF TRUSSES a 24" O.G., SEE ROOF PLAN SEE UPPER LEVEL FLR: FRAMING PLAN COMP. 5HIN6LE5 o/ 15# FELT o/ 1/2" COX PLYWD. OR OSB. w/ (N) 5" FA5C I A GUTTER o/ 2x6 FASCIA, TVP. a NEW ROOF TO MATCH EXISTING PRE -MFR. ROOF TRUSSES ® 24" O.G., SEE ROOF PLAN 2x8 ® 16" O EXT. WALLS .2x4 ® 16" O.G. INT. WALLS SECTION A/5_ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS STAIR WELL N d7 O N O LO O C7 LO ❑ ;r C 7 88 m EX,P. 016 . S}9 CIVIL OF C �.;I 1041/13 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS STAIR WELL N d7 O N O LO O C7 LO ❑ N O 00 d - s 10-21—I� '7/8 ' O OD 00 Job O to 07 • �� co COD 40"- co U o� 0 cJ 0 c� O N Q U O Z W •� OMNI)0 Z co LO W O d' L.j 4-4 co ❑ (D ,,,.,,,-o. UPPER LEVEL FLOOR FRAMING PLAN II 62 uo ❑i ❑ 00 d - 10-21—I� '7/8 ' O Job O OARAOE/ ►F—I co r, 2,&-2,e 44 'Z E --i cJ SHEET O nO Z W •� o W O 4-4 co �4-4 (D W � Z O U W > U v c NN W Z c� T� C\2 O CYJ .--a ,,,.,,,-o. UPPER LEVEL FLOOR FRAMING PLAN II 62 uo ❑i ❑ Date 10-21—I� '7/8 ' Job POTIG I N OARAOE/ 2ND UNIT r, 2,&-2,e 44 0 CotJrITv _ ;,r =r „ , . SHEET ,,,.,,,-o. UPPER LEVEL FLOOR FRAMING PLAN II 62 uo RESIDENTIAL C REEN BUILDING FEATURES $ MEASURES INSTRUCTIONS: 1. Fill in all of the spaces In the "Method of compliance" column by specifeng how compliance is achleved (ie. proposed products or design) and specify the sheet number of the plaro where compliance Is shown. 2. The "Verlflcotlon" columns indicate when verification will occur. plan review, Inspection, or both. If documentation Is checked, documentation showing compliance Is to be provided to the Building Inspector prior to final inspection approval. FEATURES 4 MEASURES COMPLIANCE VERIFICATION Plan Revlew Inapoator Documentation ❑ METHOD SITE DEVELOPMENT 4.106.2 A plan is developed and implemented to manage O D ❑ stove or pellet stove shall comply with US EPA Phase II ❑ 4.303.3 Plumbing fixtures ❑ storm water drainage during (water closets and urinals) and fittings (faucets and 0 construction. ❑ ❑ showerheads) shall comply 4.505.2 Vapor retarder and 4.106.3 The site shall be �D with specified performance. capillary breaks is installed planned and developed to ❑ ❑ OUTDOOR WATER USE 4.304.1 Automatic Irrigation keep surface water away systems controllers Installed from buildings. Construction ❑ D ❑ the time of final inspection plans shall indicate how site Z T�k4 shall be weather -based. grading or a drainage El EHANGED DURABILITY 4 REDUCED MAINTENANCE system will manage all CQ INDOOR AIR QUALITY 4 EXHAUST surface woterf lows. 0) co ENERGY EFFICIENCY GENERAL 4.201.1 Low-rise residential ❑ ❑ other openings In plates at buildings shall meet or ❑ El exterior walls shall be protected against the exceed the minimum El El passage of rodents by closing design required by such openings with cement the California Energy ❑ D mortar, concrete masonry or Standards. ❑ ❑ similar method acceptable to WATER EFFICIENCY 4 CONSERVATION - INDOOR USE 4.303.1 Indoor water use the enPorcing agency. louvers shall have a minimum shall be reduced by at least CONSTRUCTION WASTE REDUCTION, DISPOSAL 4 RECYGLIN6 4.408.1 A minimum of 50 20 percent using one of the El weighted MIR limits for percent of the construction waste generated at the site following methods ❑ ❑ is diverted to recycle or 1. Water saving fixtures or flow restrictors shall ❑ ❑ ❑ be used. 4.504.2.4 Documentation BUILDING MAINTENANCE 4 OPERATION 2. A 20% reduction is shall be provided to verify 2. Size duct systems baseline water use shall El ❑ ❑ ❑ be demonstrated. ❑ El finish materials have (Manual D) or page I of 4 cont. from Da. I 4.303.2 When using the FIREPLACES 4.503.1 Any installed gas calculation method specified ❑ ❑ ❑ in Section 4.303.1 multiple vent sealed -combustion ❑ ❑ showerheads shall not type. Any installed wood - O exceed maximum flow rates. n0 stove or pellet stove shall comply with US EPA Phase II ❑ 4.303.3 Plumbing fixtures ❑ emission limits where (water closets and urinals) and fittings (faucets and 0 ❑ ❑ ❑ showerheads) shall comply 4.505.2 Vapor retarder and pellet stoves and fireplaces �D with specified performance. capillary breaks is installed shall also comply with ❑ ❑ OUTDOOR WATER USE 4.304.1 Automatic Irrigation applicable local ordinances. systems controllers Installed POLLUTANT CONTROL ❑ El ❑ the time of final inspection 4.504.1 Duct openings and Z T�k4 shall be weather -based. other related air distribution El EHANGED DURABILITY 4 REDUCED MAINTENANCE 4.406.1 Joints and openings. CQ INDOOR AIR QUALITY 4 EXHAUST Annular spaces around pipes, 0) co electric cables, conduits or ❑ ❑ other openings In plates at ❑ El exterior walls shall be protected against the ❑ ❑ passage of rodents by closing 4.50-7.1 Whole house exhaust such openings with cement fans sholl have insulated ❑ D mortar, concrete masonry or louvers or covers which close ❑ ❑ similar method acceptable to when the Pan Is off. Covers or the enPorcing agency. louvers shall have a minimum CONSTRUCTION WASTE REDUCTION, DISPOSAL 4 RECYGLIN6 4.408.1 A minimum of 50 El weighted MIR limits for percent of the construction waste generated at the site ❑ ❑ is diverted to recycle or compounds. salvage. 4.504.2.4 Documentation BUILDING MAINTENANCE 4 OPERATION 4.410.1 An operation and shall be provided to verify 2. Size duct systems maintenance manual shall be El ❑ ❑ El to the building ❑ El finish materials have (Manual D) or occupant or owner. been used. equivalent. page 2 of 4 cont. from na. 2 ENVIRONMENTAL QUALITY FIREPLACES 4.503.1 Any installed gas medium density fiberboard fireplace shall be a direct (MDF) and hardwood vent sealed -combustion ❑ ❑ plywood used in Interior finish type. Any installed wood - O systems shall comply with low n0 stove or pellet stove shall comply with US EPA Phase II ❑ D ❑ emission limits where standards. 0 applicable. Woodstoves, O INTERIOR MOISTURE CONTROL 4.505.2 Vapor retarder and pellet stoves and fireplaces �D capillary breaks is installed shall also comply with ❑ ❑ at slab on grade foundations. applicable local ordinances. 4.505.3 Moisture content of POLLUTANT CONTROL � ❑ ❑ building materials used in wall 4.504.1 Duct openings and Z T�k4 and floor framing Is checked other related air distribution El before enclosure. openings shall be CQ INDOOR AIR QUALITY 4 EXHAUST covered during construction. 0) co 4504.2.1 Adhesives, ❑ ❑ sealants and caulks shall be ❑ El with VOG and other toxic compound limits. 4.50-7.1 Whole house exhaust 4.504.2.2 Paints, stains and other coatings shall be fans sholl have insulated ❑ D compliant with VOG limits louvers or covers which close ❑ ❑ 4.504.2.3 Aerosol paints when the Pan Is off. Covers or and coatings shall be louvers shall have a minimum compliant with product insulation value of R-4 2. El weighted MIR limits for 4.50-7.2 Duct systems are ROC, and other toxic sized, designed, and compounds. equipment is selected using 4.504.2.4 Documentation the following methods: shall be provided to verify 2. Size duct systems El El compliant VOC limit according to ALGA ❑ El finish materials have (Manual D) or been used. equivalent. 4.504.3 Carpet and carpet systems shall be compliant 3. Select heating and ❑ ❑ with VOG limits. cooling equipment according to ALGA ❑ ❑ page 3 of 4 cont. from va. 3 4.504.5 Particleboard, O medium density fiberboard (MDF) and hardwood ❑ ❑ plywood used in Interior finish O systems shall comply with low n0 Q formaldehyde emission a co standards. 0 rQ W O INTERIOR MOISTURE CONTROL 4.505.2 Vapor retarder and 4 O �D capillary breaks is installed . , ❑ ❑ at slab on grade foundations. 4.505.3 Moisture content of wii � ❑ ❑ building materials used in wall l -i --I Z T�k4 and floor framing Is checked before enclosure. CQ INDOOR AIR QUALITY 4 EXHAUST 4.506.1 Exhaust fans which 0) co terminated outside the ❑ ❑ building are provided in every bathroom. ENVIROMENTAL COMFORT 4.50-7.1 Whole house exhaust fans sholl have insulated louvers or covers which close ❑ ❑ when the Pan Is off. Covers or louvers shall have a minimum insulation value of R-4 2. 4.50-7.2 Duct systems are sized, designed, and equipment is selected using the following methods: 2. Size duct systems according to ALGA ❑ El (Manual D) or equivalent. 3. Select heating and cooling equipment according to ALGA ❑ ❑ 36-S (Manual S) or equivalent. INSTALLER 4 SPECIAL INSPECTOR QUALIFICATIONS -102.1 HVAC system installers are trained and certified in ❑ El proper installation of HVAC systems. page 4 of 4 RESIDENTIAL INDOOR -LIGHTING REOUIREMENT ELECTRONIC BALLASTS FOR FLUORESCENT LAMPS RATED >15H MUST BE ELECTRONIC AND HAVE AN OUTPUT FREQUENCY > 2OkHz H16H EFFICACY CRITERIA: TO QUALIFY AS HIGH-EFFIGAGY, LUMINAIRES MUST BE CERTIFIED TO THE CALIFORNIA ENERGY COMM 15510N. LUMINAIRES THAT CAN ACCEPT LOW -EFFICACY LAMPS AND LED LUMINAIRES THAT HAVE NOT BEEN CERTIFIED DO NOT QUALIFY A5 HIGH EFFICACY'. WITH THE EXCEPTION OF DECORATIVE, MONOCHROMATIC LE015, JOINT APPENDIX JAS REQUIRE5 THAT LED LUMINAIRES DE516NED FOR INDOOR RESIDENTIAL USE HAVE A MINIMUM GRI OF QO AND A GGT OF 270OK-4000K IN ORDER TO QUALIFY AS HIGH EFFICACY. FULL CRITERIA ARE IN TABLE 150.0-A AND JOINT APPENDIX JAB. LUMINAIRES NOT DESCRIBED IN TABLE 150.0-A MUST MEET HI C -714 -EFFICACY REQUIREMENTS LISTED IN TABLE 150.0-8: <5W 50 ImIW >5W - 15H 451m/V4 >15W - 40W 601mm >40W '101m/W MANDATORY REOUIREMENT5 FOR SWITGHIN6 DEVIGE5 AND CONTROLS: -HIGH EFFICACY LUMINAIRES MUST BE SWITCHED SEPARATELY FROM LOW -EFFICACY` LUMINAIRES. -EXHAUST FANS MUST BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. -LUMINAIRES MUST BE SWITCHED WITH READILY ACCESSIBLE CONTROLS THAT PERMIT MANUAL ON/OFF SWITGHIN6. -NO CONTROLS MAY BYPASS A DIMMER OR VACANCY SENSOR FUNCTION WHERE THAT DIMMER OR VACANCY SENSOR HAS BEEN INSTALLED TO COMPLY WITH SEGTION150.0(k) BATHROOMS SECTION! 150.0(k) REQUIRES AT LEAST ONE HIGH -EFFICACY LUMINAIRE IN EACH BATHROOM. ALL OTHER LIGHTING MUST BE H16H EFFICACY OR CONTROLLED BY VACANCY SENSORS. KITCHENS MUST HAVE A MINIMUM OF 50% OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KITCHENS MUST BE H16H-EFFICACY` LIGHTING. KITCHEN LIGHTING PERMANENTLY INSTALLED INSIDE CABINETS MAY USE A MAX. OF 20H PER LINEAR FOOT OF ILLUMINATED CABINET. REOARDLES5 OF THE NUMBER OF SHELVES OR DOORS PER CABINET SECTION, THE LENGTH OF AN ILLUMINATED CABINET MUST BE DETERMINED U51NG ON OF THE FOLLOWING MEASUREMENTS: -ONE HORIZONTAL LENGTH OF ILLUMINATED CABINET -ONE VERTICAL LENGTH PER ILLUMINATED CABINET SECTION -NO MORE THAN ONE VERTICAL LENGTH PER EVERY 40 HORIZONTAL INCHES OF ILLUMINATED CABINET. RESIDENTIAL OUTDOOR L16HTIN6 REQUIREMENT5 CONTROLS FOR SINGLE-FAMILY RESIDENTIAL BUILDINGS, OUTDOOR LIGHTING PERMANENTLY ATTACHED TO A RESIDENTIAL BUILDING OR OTHER BUILDINGS ON THE SAME LOT MUST GENERALLY BE HIGH EFFICACY. LOW -EFFICACY OUTDOOR L16HTIN6 MUST BE CONTROLLED BY ALL OF THE FOLLOWING: -A MANUAL ON/OFF 5WITGH THAT DOES NOT OVERRIDE TO ON. -A MOTION SENSOR NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT DISABLES THE MOTION SENSOR, OR A MOTION SENSOR WITH AN OVERRIDE 5WITGH THAT TEMPORARILY BYPAS5E5 THE MOTION SENSING FUNCTION AND AUTOMATICALLY REACTIVATES THE MOTION SENSOR WITHIN 6 HOURS. -A PHOTO CONTROL, ASTRONOMICAL TIME CLOCK OR ENERGY MANAGEMENT CONTROL SYSTEM THAT DOES NOT HAVE AN OVERRIDE OR BYPASS 51NITGH D15ABLIN6 THE CONTROL AND 15 PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS. LED QUALITY REQUIREMENTS: OUTDOOR LED LUMINAIRES DO NOT HAVE TO MEET THE GRI REQUIREMENT IN JOINT APPENDIX JAB, BUT THOSE PERMANENTLY ATTACHED TO RESIDENTIAL BUILDIN65 MUST HAVE A GGT OF 21OOK - 5000K IN ORDER TO QUALIFY A5 H16H EFFICACY. DECORATIVE, MONOCHROMATIC, LED's ARE THE EXCEPTION TO THI5 RULE. LED LANDSCAPE LUMINAIRES ARE AL50 NOT REQUIRED TO BE CERTIFIED TO THE COMMISSION FOR COMPLIANCE WITH JOINT APPENDIX JAB. Comply with Ca/ifomia Electrical Code, Article 406.11 .All 125 vola; 15 amp and 20 amp receptacles specified in Art 210.52, in a dwelling unit shall be tamper- resistant Li�lv %�//E� 1\\\\� - =c 3 �- a � I .� r �./ � 220V.1 I ! I 22 30 �---1 ATT! I ACC SS I I I / I L ---J a C 1 I TO ILIG O , 2, OV. o' o 6F I �' 611 O 8� lf'}ll o 0 0 � f�ll � 6FK 1/4"=1'-O" ELECTRICAL PLAN NOTES: I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUT WHICH WILL SERVE THE LAUNDRY ROOM, KITCHEN, PANTRY, DINING ROOM, BATH ROOMS AND SIMILAR AREAS. THESE GIRCUT5 SHALL SERVE NO OTHER OUTLETS. 2. PROVIDE BRANCH CIRCUITS w/ (4) WIRES TO ELECTRIC, GOOK STOVES WHERE OCCURS. 5. ALL DETECTORS SHALL BE INTERCONNECTED. 5. ALL 15 d 20 AMP BRANCH CIRCUITS SUPPLING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS LIVING ROOMS, LIBRARIES, DENS, RECREATION ROOMS, HALLWAY5, CLOSETS OR SIMILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUIT INTERUPTER. 6. FIXTURES, LAMP HOLDERS AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 LBS. OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 5EC.410.15 (a). OUTLET 5OXE5 SHALL NOT BE USED A5 THE SOLE SUPPORT FOR GEILIN6 FANS PER 2010 SEG. 514.2-7 (add) N -7. ALL 125 VOLT, SINGLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. V 00 8. PROVIDE ATTIC, LIGHTING AND SWITCH NEAR ALL ATTIC, ACCESSES. N O al. PROVIDE i IOV. OUTLET AT ATTIC MOUNTED F.A.U. O 10. BATHROOMS AND LAUNDRY ROOM AND ALL CLOSET HIGH EFFICACY LUMINAIRES SHALL BE cY) LO CONTROLLED WITH MANUAL-ON/AUTOMATIC,-OFF OCCUPANCY SENSORS. .� 11. VERIFY LOCATION OF MAIN PANEL AND SUB PANEL. CMC 504 N ENVIRONMENTAL AIR DUCTS 12. VERIFY LOCATION OF HVAC, GONDEN51N6 UNITS AND DISCONNECT. SHALL Bd DESCRIBED BYY THIS HIS COODEDE 15. REGE55ED FIXTURES INSTALLED IN INSULATED GEILIN55 ARE IGAT AND CERTIFIED A5TM E2e0 r� 00 OR EQUIVALENT. INSTALLATION IS AIRTIGHT (CAULKIN(S, GASKETS)�� O 0) 14. ALL INTERIOR REGEPT. AND SWG`tet ITCHES SHALL BE INSTALLED w/ ASKETS. O • Pon* Co 15. INSTALL ALL DATA, PHONE AND T.V. COMMUNICATION 5Y5TEM5 PER OWNER DIRECTION. .� Furnace and water heater ir Requirements shall ELECTRICAL SYMBOLS Clearance and Makeup comply With manufactures listed instructions and of the CMC and co NOTE: ALL LUMINAIRES ARE LOW EFFICACY UNLESS NOTED OTHERWthe requirements of 2013 editionsISE. CPC cliO LOW EFFICACY 0 51 NOLE POLE SW I TGH C,11_0. MTD. FIXT. O S 16NAL PUSH BUTTON $ ct LOW EFFICACY }j T3 THREE WAY 5WITGH RECESSED GL6. FIXT. LIGHTING TRANSFORMER HIGH EFFICACY N RHEOSTAT SNITCH '�' PANEL BOARD Q D REGE55ED GLC. FIXT. HIGH EFFIGAGY_�e DIMMER/5-WAY SWITCH Di ELEC. DISCONNECT 0 WALL MTD. FIXTURE 0 �D3 4T T TIMER 5WITGH � HIGH EFFICACY FIXT. Q HEAT LAMP DUPLEX RECEPT. -¢- PENDANT LIGHTS 8 BELL O 220 VOLT OUTLET SPOT LIGHT FIXTURE 110 V. SMOKE DETECTOR Cot Z LO _ PHONE OUTLET L` � ::1 H16H EFFICACY FIXTURE CMDO 110v CARBON MONOXIDE LO ALARM w/ BATTERY BACKUP ❑ V 0 PHONE, GABLE, AND GEILIN6 FAN w/ LIGHT ® EXHAUST FAN n DOUBLE DUPLEX OUTLET FOR COMPUTER H.B. i-�-- H05E BIBS PROVIDE SEPARATE GROUNDING CONDUCTOR FROM MAIN ELECTRICAL SERVICE PANEL TO REMOTE STRUCTURES AND REMOTE SUBPANELS. CEC ART. 250.32 (D) PROVIDE SMOKE DETECTORS/ALARMS AS REQUIRED BY 2013 CBC SECTION 907 AND 2013 CRC SECTION 111314 PROVIDE CARBON MONOXIDE DETECTORS/ALARMS AS REQUIRED BY 2013 CBC SECTION 420.6 AND 2013 CRC SECTION R315 H.B. 220V4 A/C CONDENSING UNIT HP 6F1 IWNSTA I RS AND SNITCH COMPLY WITH CALIFORNL4 ELECTRICAL COMPLY WITH CALIFORNL4 CODE -for wiring methods- secure ELECTRICAL CODE- ARTICLE 410-18 conductors and conduit per all applicable REQUIREMENTS FOR LIGHTING requirements as required by the 2013 CEO for FIXTURES IN CLOTHES CLOSETS the specific method of wiring GFI GFI 3 ! i LL LL m� � mi C4 D ry l It t 4�z GEILIN6 \t GEILIN6 -- i PROVIDE \ i -- i PROVIDE L--_1 GAR. DR. L GAR. DR. OPNR. �\ OPNR. Future occupancy changes will be required to meet the regulations required at the time of permit application for a new occupancy change or tenant improvement Furnace and water heater combustion air venting Vent shall terminate per manufactures' listed instructions and the requirements of 2013 editions of the CMC and CPC LOCATE FLOOD FIXTURES PER OWNER DIRECTION The bathroom exhaust fan shall be controlled with humidistat control capable of adjustment between a relative humidity range of 50% to co 80%. 2013 CGBC Section 4.506 1- GFI ,�O 61 WH TO TAIR5 AND 5WITGH t 6F 1 t 3 131❑ ! Date 10-21-15 Job 3 POTK I N E 3 I I MAIN ELECT. C ARAC E/ - SERVICE PNL. 2ND UNIT H.B. ❑ ❑ SHEET COUNTY Cc i017VIF�. COQ>1l" l�f ldL71`/,, ELECTRICAL FLAN of 6 plus SN, SDI-SD3 ❑ ❑ O Co E-1 c J O n0 Q a co 0 rQ W O (d 4 O �D . , O W wii � a l -i --I Z T�k4 CQ 0) co 131❑ ! Date 10-21-15 Job 3 POTK I N E 3 I I MAIN ELECT. C ARAC E/ - SERVICE PNL. 2ND UNIT H.B. ❑ ❑ SHEET COUNTY Cc i017VIF�. COQ>1l" l�f ldL71`/,, ELECTRICAL FLAN of 6 plus SN, SDI-SD3 ❑ ❑ 1 qw F USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN GENERAL S (COTES 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTSITRIMMERS: A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER DIVISIONS I, II, III, AND IV U.N.O.: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: ABBREVIATIONS EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS #5 BARS AND SMALLER 1 %" NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. SEISMIC IMPORTANCE FACTOR: 1 REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.616, S1= 0.274 ANCHOR BOLT IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" F.) TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. ADD'L SEISMIC SITE CLASS: D L OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ADJ ADJACENT SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SD1= 0.338, Cs = 0.08 LONG LEG HORIZ. DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: LLV SEISMIC DESIGN CATEGORY: D WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR ARCHITECTURAL LONG LONGITUDINAL BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. BLDG MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING SEISMIC BASE SHEAR: 5.8 KIPS C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS LVL LAMINATED VENEER LUMBER WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. RESPONSE MODIFICATION FACTOR: R = 6.5 BEAM SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE BOTT (B) ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE MB CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. BEAT TO FIT MECH MECHANICAL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND BTWN BETWEEN C) WIND: STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". MINIMUM WIND SPEED: 110 MPH HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. BRACING, SCAFFOLDING, ETCETERA. CONTROL JOINT MISC. MISCELLANEOUS WIND EXPOSURE: C CIP CAST -IN-PLACE CONCRETE MTL C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CJ 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 BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: WELDING OF STRUCTURAL STEEL THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBG 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 ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 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 2" SAND, OVER MOISTURE BARRIER, 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. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. 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. I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 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 C r. i,,iry f V 00 :ENT S c�!ICf t0r QRpFESSION� '2:�No. 75688' * E . 6/ 0/16 C/ V\\., OFCA 0� 8/10/15 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 Q O 0 wU QU oc Q W (Dz _ZW Z Q H U z D Q 1� N REVISIONS: DATE: 8/10/15 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 15-222 SHEET: USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN D) LIVE LOADS: CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ROOF 20 PSF ICC REPORT. FLOOR 40 PSF D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). ABBREVIATIONS E. 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. AB ANCHOR BOLT K KIPS F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY ADD'L ADDITIONAL L ANGLE WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ADJ ADJACENT LLH LONG LEG HORIZ. ACCEPTABLE ALTERNATIVE. ALT ALTERNATE LLV LONG LEG VERT. ARCH ARCHITECTURAL LONG LONGITUDINAL G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. BLDG BUILDING LSL LONG SLOTTED HOLE BLKG BLOCKING LVL LAMINATED VENEER LUMBER H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. BM BEAM MAX MAXIMUM PER PLANS AND DETAILS. BOTT (B) BOTTOM MB MACHINE BOLTS BTF BEAT TO FIT MECH MECHANICAL 6-6 CONNECTIONS: BTWN BETWEEN MFR MANUFACTURER CB CARRIAGE BOLTS MIN MINIMUM A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. CCJ CONTROL JOINT MISC. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL METAL B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CJ CONSTRUCTION JOINT (N) NEW WASHERS WHERE BEARING AGAINST WOOD. CLR CLEAR NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED COL COLUMN NTS NOT TO SCALE BEFORE CLOSING IN OR AT COMPLETION OF JOB. CONIC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. CONSTR CONSTRUCTION OH OPPOSITE HAND CONT CONTINUOUS OPNG OPENING CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE 8. ROOF FRAMING CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CTR CENTER PERP PERPENDICULAR 8-1 PREFABRICATED ROOF TRUSSES: CTSK COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE DF DOUGLAS FIR PLCS PLACES TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION DRAWINGS AND CBC 2303.4. DIA DIAMETER PT PRESSURE TREATED DJ DOUBLE JOIST P/C PRECAST CONCRETE B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND EA EACH P/T POST -TENSIONED CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF EF EACH FACE REINF REINFORCEMENT CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL C) TRUSS DESIGN LOADS: EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE EQ EQUAL RECORD TOP CHORD DEAD LOAD: 10 PSF ES EACH SIDE SHTG SHEATHING BOTTOM CHORD DEAD LOAD 8 PSF (E) EXISTING SIM SIMILAR TOTAL LOAD 38 PSF EXP EXPANSION SOG SLAB -ON -GRADE UPLIFT LOAD AS REQUIRED BY THE 2013 CBC EXT EXTERIOR STD STANDARD EW EACH WAY STIFF STIFFENER D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES FJ FLOOR JOIST SS STAINLESS STEEL INVOLVED IN GOVERNING CONSTRUCTION. FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN FOHC FREE OF HEART CENTER T&B TOP & BOTTOM LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TOF TOP -OF -FOOTING GA GAUGE TOS TOP -OF -STEEL GALV GALVANIZED TOW TOP -OF -WALL GLB GLUE -LAM BEAM TN TOE NAIL HDG HOT DIPPED GALVANIZED TYP TYPICAL HDR HEADER LINO UNLESS NOTED OTHERWISE HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT ID INSIDE DIAMETER WWF WELDED WIRE FABRIC INT INTERIOR W/ WITH JST JOIST W/O WITHOUT JT JOINT C r. i,,iry f V 00 :ENT S c�!ICf t0r QRpFESSION� '2:�No. 75688' * E . 6/ 0/16 C/ V\\., OFCA 0� 8/10/15 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 Q O 0 wU QU oc Q W (Dz _ZW Z Q H U z D Q 1� N REVISIONS: DATE: 8/10/15 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 15-222 SHEET: STRAP 2X4 BLK'G SHEAR PLY AND NAILING PER PLAN— sr E.N. A TOP PLATE N /KING STUDS PER 9 SD1 HEADER # / �. PER PLAN, MAY VARY SOLID BLOCK TYP: E.N. PLY AT BLK'G/HDR 1 2 OPENING L OPENING WIDTH 1/2 OPENING HT. MIN. TO ENDT. MIN. TO EN OF SHEAR WALL TRIMMERS OF SHEAR WALL # MAY VARY CS16 STRAP X (7 -0" + OPENING WIDTH) LONG ABOVE AND BELOW II II II OPENING WITH 10d NAILS AT 2 1/16" wI.I II 1°I SHEAR PLY O.C. CENTERED ON OPENING. WRAP a II I•I I.I AND NAILING AT CORNERS WHERE THEY OCCUR. 0 it PER PLAN PROVIDE CONTINUOUS STRAP OVER I°I II MULTIPLE WINDOWS WHERE OCCURS I°I I°I I°I --E.N. PLY AT I I I°I I I i t BLK'G/SILL •I I°I I•I I I I I I°I I,I III° A LI LI BOTTOM PLATE II II III°I ^' II II I°I 1.1 1 IITYP 1°I 1.1 I — LL 11 —I L PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD AS REQ'O. BY MFR., 1/8" MIN. TYPICAL OPENING STRAPPING DETAIL 12 NO SCALE SDI PER ARCH IRV RAKED PLATE WHERE OCCURS-,, CS16 X 2X BLOCK LENGTH FLAT, TYP TOP PLATE PER 9/SD1 WALL FRAMING PER PLAN, TYP— 1/2 STRAP LENGTH TOP PLATE PER 9/SD1 ---E.N. T.---- TYP +I II II +I II E.N. I TYP +I L II II II II II +I I+I II II SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED PLY WITH 8d NAILS AT 6" O.C. CORNER WHERE OCCURS _ I EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL NO SCALE SHEAR PLY PER SHEAR WALL SCHEDULE TYPE "6" AT HEADER, TYPE HEADER PER PLAN CS16 STRAP TOP PLATE HEADER PER PLAN SOLE PLATE NAIL SPACING PER SHEAR L viii PER 9/SD1 PLY A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS WALL SCHEDULE, / EN AND NAILING EN o STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS /SHEAR PER PLAN 1 11 11 ANCHOR BOLT SPACING AND SPACING AND SPACING - 1 EN, OTHERWISE 16d AT 8" + + ± + _+ + +- ± _+ _+ -fir- ��•• Tom- -n---r TYP 260 +I I + 1 1 1+1 RBC AT 1 –8 O.C. ---I �+ 1 12d ® 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1'-8" O.C. 350 4* AB ®2 –9 O.C. 4X6 BLK'G + 1+ 1 1+I I TYP. 2X MUDSILL SCHEDULE, TYP 8d 0 4" O.C. 8d 0 12" O.C. I MIN. _ _ _ + +- + - + _ Imo+ ( _ �"_ SEN, TYP Q2X MUDSILL12d TYPICAL TOP PLATE DISCONTINUITY 1/2" 1+ I 1 - —♦ (5) 16d AT CORNER OR INTERSECTING WALL 2' - Om RIM II+I I 1 II RBC AT 10 O.C. n- 0 0� Q PER PLAN 12d ® 3" O.C. 1 8d 0 12" O.C. A35 AT 1 =0" O.C. o n 16d SINKERS AT 16" O.C. 1 AB 0 –9 O.C. I+ I HOLDOWN � TRIMMERS II + POST PER PLAN = 3 PER PLAN (12) MIN. BETWEEN SPLICES II w KINGS/HOLDOWN POST PER PLAN SHEAR WALL WIDTH TYPICAL SHEAR WALL PORTAL DETAIL JO SCALE 11 SDI WALL CONTINUES WHERE 'OCCURS PER PLAN (5) 16d +++ + + PARTIAL PLAN AT TOP PLATE CORNER AND TEE vL+L- &.n 1v1 1 ".-%I" Ilzu 01nmr, u.iv.v., PER DETAIL BELOW CENTERED ON DISCONTINUITY ® HEADER PER PLAN SOLE PLATE NAIL SPACING PER SHEAR L viii © iiia UP TO 4'-0" (2) 2X6 A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS WALL SCHEDULE, Q Q NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED o STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS A35 AND RBC LOAD 11 11 ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING OTHERWISE 16d AT 8" t� SOLE PLATE NAIL MUDSILL ��•• 8d ® 6" O.C. �� ■■�� 260 6 AB ®3 –9 O.C. RBC AT 1 –8 O.C. O.C., TYP PER SHEAR WALL 12d ® 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1'-8" O.C. 350 4* AB ®2 –9 O.C. RBC AT 1 –2 O.C. Q 2X MUDSILL SCHEDULE, TYP 8d 0 4" O.C. 8d 0 12" O.C. 1/2 " MIN. _ _ _ _ _ _ _ _ STUD DIRECTLY UNDER SPLICE, TYP. RBC AT 1 –0 O.C. Q2X MUDSILL12d TYPICAL TOP PLATE DISCONTINUITY 1/2" MIN - - - �- _- - _� - F T - —♦ (5) 16d AT CORNER OR INTERSECTING WALL AB 0 1'–On O.C. RIM BELOW RBC AT 10 O.C. Q PER PLAN 12d ® 3" O.C. 8d ® 2" O.C. 8d 0 12" O.C. A35 AT 1 =0" O.C. 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. 1 AB 0 –9 O.C. RBC AT 8 O.C. 12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES (12) MIN. BETWEEN SPLICES `--STUD DIRECTLY��'� DBL 2X UNDER SPLICE, TYP. I, TOP PLATE INTERSECTING WALL OR CORNER WHERE OCCURS—] TYPICAL TOP PLATE SPLICE 0 PLY AND NAILING FRAMING PER PER PLAN PLAN WHERE OCCURS BOTTOM PLATE PER PLAN TYPICAL TOP PLATE SPLICE DETAIL 9 TYPICAL RIM/BLOCK NAILING DETAIL 6 NO SCALE S D 1 NO SCALE S D 1 TOP PLATE PER 9/SD1 2 1 /2" MAX. DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE O 5 1/2- MAX A A A B F N B C PROVIDE SIMPSON RPS22 E Al F OORISED �MIL-POST STRAP AT EACH PLATE, � TOP PLATE F C BLOCK II WHERE (2) MIN PER NOTCHY I� I ;I PER 9/SD1 POSTS AN OCCURS l 1 1/2" MAX, TYP. WALL FRAMING PER PLAN, TYP i --PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE SHEAR PLY AND NAILING PER PLAN Er STRAP AND C POST PER SCI SHEAR PLY AND NAILING PER PLM HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURS - STRAP PLY AND NMIL.1�1� PER PLAN HOLDOWN PLY AND 1'Arum'4G PER PLAN STUD WALL ELEVATION KEY ® HEADER PER PLAN ® L viii © iiia UP TO 4'-0" (2) 2X6 A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS Q Q Q NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED o STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS A35 AND RBC LOAD 11 11 ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING t� Q2X MUDSILL ��•• 8d ® 6" O.C. �� ■■�� A A B F N B C PROVIDE SIMPSON RPS22 E Al F OORISED �MIL-POST STRAP AT EACH PLATE, � TOP PLATE F C BLOCK II WHERE (2) MIN PER NOTCHY I� I ;I PER 9/SD1 POSTS AN OCCURS l 1 1/2" MAX, TYP. WALL FRAMING PER PLAN, TYP i --PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE SHEAR PLY AND NAILING PER PLAN Er STRAP AND C POST PER SCI SHEAR PLY AND NAILING PER PLM HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURS - STRAP PLY AND NMIL.1�1� PER PLAN HOLDOWN PLY AND 1'Arum'4G PER PLAN STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE UP TO 4'-0" (2) 2X6 A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS Q BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH Q NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED ® STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X6 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) SIMPSON HOLDOWN MODEL NUMBER OPENING WIDTH TRIMMER/S KING STUD/S_ UP TO 3'-0" (1) 2X6 (2) 2X6 UP TO 4'-0" (2) 2X6 (1) 2X6 UP TO 9'-0" (2) 2X6 (2) 2X6 8 TYPICAL STUD WALL ELEVATION 5 LSD1 NO SCALE SDI CORNER WHERE OCCURS (5) 16d NAILS AT 10 TYPICAL CORNER HOLDOWN/STRAP DETAIL 7 SDI NO SCALE SDI TOP PLATE PER 9/SD1 LAPPED CORNERS, TYP PROVIDE GAP BETWEEN II I.I FIELD NAIL PER I II II SHEAR WALL SCHED. PANELS AS REQ'D BY MFR, 1/8" MIN II I°I I11 11 II II I I I EN PER SHEAR I I I I I WALL SCHED. BLOCK AS REQ'D I II II I I) II AT ALL EDGES, TYP I I I I I I I COMPRESSION I Ii I I POST AS REQ'D SHEAR PLY PER HOLDOWN - PER SHEAR SCHEDULE WALL SCHED. I II I°i I°I --N\,,, I 16" MAX STUD SPACING II II II II I°I---USEI 3X STUD AT I I I HOLDOWN II ABUTTING PANEL PER II II EDGES WHERE I II SCHEDULE REQ'D PER SHEAR WALL SCHEDULE I I. I°I 11 II II I II II I II II I I°I SILL PLATE AND AB SIZE/SPACING PER SCHED. 12" FOUNDA11ON PER PLAN MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION NO SCALE 4T EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" NAMETER 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 )RILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS ?" MAX 4'-0" MAX AT (3) STORY AND TALLER MIN 6'-0" MAX AT (1) AND (2) STORY/ -PT DF -L (SEE SHEAR WALL SCHED)SILL I I I I 7" MINPLATE WASHER 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. TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE S D 1 HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON HOLDOWN MODEL NUMBER MINIMUM DISTANCE FROMMINIMUM HOLDOWN CENTER OF POST CONCRETE ANCHOR SIZE TO FACE OF POST CONCRETE ANCHOR TYPE HOEDOWN STEM FASTENERS WALL AT POST WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HOU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. TYPICAL HOLDOWN SCHEDULE 2 NO SCALE PER,` 1!7 SHEAR WALL LEGENDSTRUCTURAL 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 CUP SPACING (PLF) Q2X MUDSILL 12d 0 7" O.C. 8d ® 6" O.C. 8d ® 12" O.C. A35 AT 2'-8* O.C. 260 6 AB ®3 –9 O.C. RBC AT 1 –8 O.C. 2X MUDSILL 12d ® 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1'-8" O.C. 350 4* AB ®2 –9 O.C. RBC AT 1 –2 O.C. Q 2X MUDSILL 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1– 8M O.C. 380 4 AB ® –3 O.C. 1 RBC AT 1 –0 O.C. Q2X MUDSILL12d ® 4" O.C. 8d 0 3" O.C. 8d ® 12" O.C. A35 AT 1'-5" O.C. 490 3 AB 0 1'–On O.C. RBC AT 10 O.C. Q 3X MUDSILL 12d ® 3" O.C. 8d ® 2" O.C. 8d 0 12" O.C. A35 AT 1 =0" O.C. 640 2 1 AB 0 –9 O.C. RBC AT 8 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. SEE DETAIL 6/SD1 FOR MORE INFO. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 K, 1 NO SCALE SDI WYESS/ONS K. A z �No. 75688'rri * 6/ 0/16 J� CIV1� gTFOF CAE�F 8/10/15 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 Q Uj Q U O WU Q U W U zw �— Q W i- z V Q U REVISIONS: DATE: 8/10/15 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 15-222 SHEET: SD1 It POST PER PLAN/SCHEDULE MIN. END LENGTH 4PER SCHED .-----_ 1 5/8" MIN. END DISTANCE ` FLOOR TO FLOOR STRAP PER PLAN - CLEAR SPAN 1 5/8" MIN. END DISTANCE MIN. END LENGTH PER SCHED. END NAILING SOLID SHIMI FLOOR FRAMING PER PLAN SOLID BLOCK WITH (4) 16d DOUBLE TOP PLATE PER 9/SD1 TYP -END NAILING —POST PER PLAN/SCHEDULE FLOOR TO FLOOR STRAP SCHEDULE STRAP REQ'D MIN. POST SIZE MIN. END LENGTH END LENGTH NAIL QUANTITY MSTC40 DBL 2X 11" (14) 16d MSTC52 44X619-5" 16d (22) 16d MSTC66 6X6 2'-0" (32) 16d (2) MSTC52 6X6 1'-5" (22) 16d (2) MSTC66 6X6 2'-0" (32) 16d NOTES: 1. STRAPS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131 ") AT 6" O.C. STAGGERED. TYP FLOOR -TO -FLOOR ("FTF") STRAP SCHED.0 12 NO SCALE I SD2 J TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ LUS210AUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF1 HUS210-2TF7HUS212-2TF 16d 16d 4X8/4X10/4X12 H U 48TF/H U 41 OTF/H U 412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU61OTF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2* LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE NO SCALE ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C.,, PT SILL PLATE CONCRETE SLAB -ON -GRADE PER PLAN YPICAL NON-BEARING WALL DETAIL ) SCALE 11 SD2 10 SD2 FLOOR PLY AND NAILING PER PL JOIST PER PLAN A35 CLIP BTWN EACH STRINGER TOP PLATE PER 9/SD1 WALL FRAMING PER PLAN ---- STAIR DETAIL NO SCALE BEAM PER PLAN LSSU28 HGR., OR (2) A35 CLIPS \EACH STRINGER 3/4" PLYWOOD RISERS WITH (2) 16d RINGSHANK NAILS \ AT EACH STAIR STRINGER ��./2X TREADS 2X STRINGERS 12" O.C. MAX UNSUPPORTED SPAN = 7' -6 - 2X II I' I (3) 16d RINGSHANK NAILS STRINGER TO 2X4 AT EACH STUD 2X STRINGERS 12" 0. MAX UNSUPPORTED/ SPAN = 7'-I6" TYPICAL STAIR DETAIL NO SCALE Ea iT CLIP AT L STUD TO AD AT 16" TYP EACH OF TREAD FRAMING PLAN, TYP WALL FRAMING PER PLAN, TYP H2 5T CLIP AT /WALL STUD TO TREAD AT 16" O.C., TYP EACH END OF TREAD I.I _,_--3/4" PLYWOOD RISERS WITH (2) I.I 16d RINGSHANK NAILS AT EACH . I STAIR STRINGER NOTE: CORROSION PROTECTION BY OTHERS. /2X TREADS BY OTHERS 1X RISERS BY OTHERS WITH , ---(2) 16d RINGSHANK NAILS AT EACH STAIR STRINGER 2X STRINGERS - 12" O.C. MAX - UNSUPPORTED SPAN = 7'-6" �o 2X4 P.T. DF CONT. WITH 3/8" DIA EXP. ANCHOR AT EACH STRINGER - o: ooO o 0 00 0,01)0'. 0`01)0'.ooo�0 o' . 0° Doo °' .O000 Ooo Ooo SLAB -ON -GRADE PER PLAN AS OCCURS 0 #4i TOP AND BOTTOM/ '12" WIDE X 12" THICK FOOTING MIN AT STRINGERS 3" CLR STAIR TO FOUNDATION DETAIL 7 NO SCALE SD2 COLUMN PER - - COLUMN BASE PER SLAB -ON -GRADE PER PLAN = PLAN, CENTERED ON FOOTING BELOW 0 0 0 3" CLR PER PLAN REINF. PER PLAN TYPICAL POST FOUNDATION DETAIL NO SCALE PER PLAN SHEAR AT OPPOSITE FACE SHEAR PER PLAN OF WALL WHERE OCCURS WHERE OCCURS CONCRETE 1/2" ISOLATION JOINT SLAB -ON -GRADE CONCRETE PER PLAN SLAB -ON -GRADE PER PLAN 'II rj wi-- I I q Qo SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 4/SD2 FOR ADDITIONAL INFORMATION. TYPICAL FOUNDATION DETAIL NO SCALE WALL FRAMING PER PLAN 6 SD2 5 SD2 PT DF SILL AND AB PER 3/SD1 - SHEAR PER PLAN WHERE OCCURS CONCRETE SLAB -ON -GRADE EN PER PLAN ROUGHEN SURFACE 1/4- AMPLITUDE r1/CLlR' 2#4SLAB TIES IIMIN, 8" MIN AT 4'-0" OC O TYPSLOPE FINISHED GRADE AWAY #4 AT 24" OC VERT, #4 ° - - _ -. __ . • - FROM FOUNDATION AT 18" OC HORIZ, WHERE " STEM WALL HEIGHT > V-6" MIN 1 #4 CONT TOP AND BOTT 12" MIN 8" I/,---- 3" CLR, TYP SPREAD FOOTING PER 'I`12"PLAN WHERE OCCURS TYPICAL SLAB FOUNDATION DETAIL 4 NO SCALE SD2 THICKNESS 3" CLR A N 3" 3" C FTG TYPE PER PL L FORCE WITH #4 i" O.C. E. W. TYPICAL SPREAD FOOTING SCHEDULE NO SCALE C-3 SD2 PROVIDE 6" MIN WIDTH STEM BEYOND PER 1/SD2 WITH #4 TOP I " HOOKED AT EACH END AND #4 VERT 1/2 LIP AT GARAGE 12" OC, (3) MIN PER WALL SEGMENT ` DOOR OPENING 1! WHERE REQUIRED I 1/2" ISOLATION JOINT 1/2" ISOLATION PAVEMENT AND SLOP M ' • JOINT BEYOND SUBGRADE BY OTHERS ONCRETE �� A SLAB -ON -GRADE PER PLAN NATURAL o Oo GRADE LINE - 12" MIN 1 1/2" (2) LAYERS OF CLR .,.- BUILDING PAPER 3" CLR (2) #5 TOP AND BOTT, CONT THIS UNE 12 TYP GARAGE DOOR OPENING FNDN DTL NO SCALE 2 SD2 WALL FRAMING PER PLAN SHEAR PER PLAN SD1 PT DF SILL AND AB PER 3 WHERE OCCURS- / 1 /2" ISOLATION JOINT EN CONCRETE SLAB -ON -GRADE 6" MIN PER PLAN 8" MIN II SLOPE GRADE I I�`Z� n _ AWAY FROM FNDN� 7T COUNTY _ 6vOnIEVIQ,„;. #4 AT 24” OC VERT, #4 ,I AT 18" OC HORIZ, WHERE —DF "'T 1c IZ�I" - --- - STEM WALL HEIGHT > 1'-6" 12" MIN 8" #4 CONT TOP AND BOTT 3" CLR,TYP12",� SPREAD FOOTING PER PLAN WHERE OCCURS TYP EXTERIOR GARAGE WALL FNDN DETAIL 1 NO SCALE SD2 K B /F�c, �-rrl Z rNo. 75688'T' * 6/ 0/16 J� CIV1\- q�e0FCA0 8/10/15 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS r � - 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W Q J U O NO LU Q U W U zW Q LUJ �-- z Q N Q U REVISIONS: DATE: 8/10/15 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 15-222 SHEET: D2 FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B. U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 3'-6" 3'-6" 12" F4 4'-0" 4'-0" 15" TYPICAL SPREAD FOOTING SCHEDULE NO SCALE C-3 SD2 PROVIDE 6" MIN WIDTH STEM BEYOND PER 1/SD2 WITH #4 TOP I " HOOKED AT EACH END AND #4 VERT 1/2 LIP AT GARAGE 12" OC, (3) MIN PER WALL SEGMENT ` DOOR OPENING 1! WHERE REQUIRED I 1/2" ISOLATION JOINT 1/2" ISOLATION PAVEMENT AND SLOP M ' • JOINT BEYOND SUBGRADE BY OTHERS ONCRETE �� A SLAB -ON -GRADE PER PLAN NATURAL o Oo GRADE LINE - 12" MIN 1 1/2" (2) LAYERS OF CLR .,.- BUILDING PAPER 3" CLR (2) #5 TOP AND BOTT, CONT THIS UNE 12 TYP GARAGE DOOR OPENING FNDN DTL NO SCALE 2 SD2 WALL FRAMING PER PLAN SHEAR PER PLAN SD1 PT DF SILL AND AB PER 3 WHERE OCCURS- / 1 /2" ISOLATION JOINT EN CONCRETE SLAB -ON -GRADE 6" MIN PER PLAN 8" MIN II SLOPE GRADE I I�`Z� n _ AWAY FROM FNDN� 7T COUNTY _ 6vOnIEVIQ,„;. #4 AT 24” OC VERT, #4 ,I AT 18" OC HORIZ, WHERE —DF "'T 1c IZ�I" - --- - STEM WALL HEIGHT > 1'-6" 12" MIN 8" #4 CONT TOP AND BOTT 3" CLR,TYP12",� SPREAD FOOTING PER PLAN WHERE OCCURS TYP EXTERIOR GARAGE WALL FNDN DETAIL 1 NO SCALE SD2 K B /F�c, �-rrl Z rNo. 75688'T' * 6/ 0/16 J� CIV1\- q�e0FCA0 8/10/15 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS r � - 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W Q J U O NO LU Q U W U zW Q LUJ �-- z Q N Q U REVISIONS: DATE: 8/10/15 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 15-222 SHEET: D2 BOTTOM CHORD OFSIMPSON STC CUP TRUSS BY OTHERS AT EACH TRUSS 4__�11/2- GAP NON-BEARING WALL 1_1�r-L WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT EACH TRUSS - 1/2" GAPS TRUSS BY OTHERS, TYP NON-BEARING WALL 2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS TYPICAL NON-BEARING WALL DETAIL NO SCALE /SHEAR PER PLAN WHERE OCCURS WALL FRAMING E.N. PER PLAN 16d AT7" O.C. TO 2X BLOCK A34 CUP EA. SIDE 11 SD3 ROOF PLY AND NAILING PER PLAN 2'-0" MAX 2'-0" N �` 3) 16d TOENAILS •N• . RFASCIA BY E.N. OTHERS 2X6 FLAT OUTLOOKER AT NOTE: 24" O.C., NOTCH CONTRACTOR SHALL VERIFY NOTCH TOP CHORD ANDezl DEPTH AND LOCATION WITH TRUSS SHEAR PLY TO MFR. PRIOR TO CUTTING. SEAT OUTLOOKER GABLE END ADD 2X4 FLAT TO TRUSS BY OTHERS BRACES LONGER SHEAR ENTIRE WALL THAN 6'-0" WITH PER SWS TYPE "6" 16d AT 12" O.C. A35 CUP PER SHEAR WALL 2X6 BRACE AT 4'-0" O.C. WITH SCHEDULE, OTHERWISE 4'-0" O.C., TYP. EACH E NAILS EACH END PROVIDE GAP BETWEEN PANELS • AS REQ'D. BY MFR., 1/8" MIN. L • E.N., TYP 2X BLOCKING AT 4'-0" O.C., DBL TOP PLATE T&B, (3) 12d T.N. EA. END PER 9/SD1 5�\(3) 16d T.N. EA BLOCK SHEAR ENTIRE WALL WALL FRAMING PER PLAN PER SWS TYPE "6" TYPICAL GABLE END TRUSS DETAIL F9 NO SCALE SD3 ROOF PLY AND NAILING PER PLAN RBC CLIP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., T7 E.N 2X BLOCK SHEAR PER PLAN 7/8" DIA A36 ROD WALL FRAMING A35 EACH SIDE OF POSTS AND WHERE OCCURS --,PER MULTIPLE KING STUDS, TYP PLAN CENTERED ON POST AND TOPPING SLAB BY FLOOR PLY AND SOLE NAILING PER 6/SD1 NAILING PER PLAN _-_._......._..___.... _... OTHERS (30 PSF MAX.) E.N. FJ PER PLANE.Ni FLOOR PLY AND i 2" MIN. BEARING BLOCK SOLID AT 2X6 BLOCK. NAILING PER PLAN MULTIPLE STUDS E.N. DECK SHEATHING AND•N• E'N' AND HOLD DOWNS A35 CLIP PER SHEAR WALL A35 CLIP PER SHEAR WALL NAILING PER PLAN SCHEDULE, OTHERWISE 2X6 LEDGER WITH (2) E.N. FLOOR PLY EN 1/4" DIA. X 5" SDS __.___ SHEAR PER PLANSCREWS AT BLOCKING WALL FRAMING PER PLAN E.N. DECK PLY 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 2.) WATERPROOFING, FLASHING, DRAINAGE, AT BLOCKING TRUSS TO WALL DETAIL 10 NO SCALE SHOWN AND FIELD CONDITION SHALL BE "I" JOIST BLOCKING IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 2.) WATERPROOFING, FLASHING, DRAINAGE, CORROSION PROTECTION, AND VENTING BY OTHERS. AT 24" O.C. WITH 2X BLOCKING AT 24" O.C. WITH PER 2/SD3. (4) 8d TOENAILS (3) 16d TOENAILS EACH END EACH END SD3 2X LEDGER WITH BEAM PER PLAN A35 EACH SIDE OF POSTS AND (3) 16d AT 12" O.C. NOTES: 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 2.) WATERPROOFING, FLASHING, DRAINAGE, CORROSION PROTECTION, AND VENTING BY OTHERS. 3.) ALIGN JOISTS AS REQUIRED FOR ATTACHMENT OF STRAPS. I FLOOR BEAM DETAIL 12 NO SCALE (_SM BOTTOM CHORD OFSIMPSON STC CUP TRUSS BY OTHERS AT EACH TRUSS 4__�11/2- GAP NON-BEARING WALL 1_1�r-L WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT EACH TRUSS - 1/2" GAPS TRUSS BY OTHERS, TYP NON-BEARING WALL 2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS TYPICAL NON-BEARING WALL DETAIL NO SCALE /SHEAR PER PLAN WHERE OCCURS WALL FRAMING E.N. PER PLAN 16d AT7" O.C. TO 2X BLOCK A34 CUP EA. SIDE 11 SD3 ROOF PLY AND NAILING PER PLAN 2'-0" MAX 2'-0" N �` 3) 16d TOENAILS •N• . RFASCIA BY E.N. OTHERS 2X6 FLAT OUTLOOKER AT NOTE: 24" O.C., NOTCH CONTRACTOR SHALL VERIFY NOTCH TOP CHORD ANDezl DEPTH AND LOCATION WITH TRUSS SHEAR PLY TO MFR. PRIOR TO CUTTING. SEAT OUTLOOKER GABLE END ADD 2X4 FLAT TO TRUSS BY OTHERS BRACES LONGER SHEAR ENTIRE WALL THAN 6'-0" WITH PER SWS TYPE "6" 16d AT 12" O.C. A35 CUP PER SHEAR WALL 2X6 BRACE AT 4'-0" O.C. WITH SCHEDULE, OTHERWISE 4'-0" O.C., TYP. EACH E NAILS EACH END PROVIDE GAP BETWEEN PANELS • AS REQ'D. BY MFR., 1/8" MIN. L • E.N., TYP 2X BLOCKING AT 4'-0" O.C., DBL TOP PLATE T&B, (3) 12d T.N. EA. END PER 9/SD1 5�\(3) 16d T.N. EA BLOCK SHEAR ENTIRE WALL WALL FRAMING PER PLAN PER SWS TYPE "6" TYPICAL GABLE END TRUSS DETAIL F9 NO SCALE SD3 ROOF PLY AND NAILING PER PLAN RBC CLIP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., T7 E.N 2X BLOCK DECK SHEATHING SLOPE TO DRAIN PER ARCH 7/8" DIA A36 ROD 2X6 LEDGER WITH A35 EACH SIDE OF POSTS AND (2) 16d AT 16" O.C. MULTIPLE KING STUDS, TYP TOPPING SLAB BY CENTERED ON POST AND SOLE NAILING PER 6/SD1 FLOOR PLY AND - NAILING PER PLAN _-_._......._..___.... _... PLATE BELOW. DRILL 1"_ E.N. FJ PER PLANE.Ni 1 1/4" LSL RIM i 2" MIN. BEARING BLOCK SOLID AT 2X6 BLOCK. LUS26 HGR MULTIPLE STUDS E.N. � AND HOLD DOWNS A35 CLIP PER SHEAR WALL A35 CLIP PER SHEAR WALL TRUSS BY OTHERS SCHEDULE, OTHERWISE 2X6 LEDGER WITH (2) 4'-0" O.C., TYP. EN 1/4" DIA. X 5" SDS AT 12" O.C. SHEAR PER PLANSCREWS WHERE OCCURS WALL FRAMING PER PLAN NOTES: OP PLATE PER 9/SD1 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 2.) WATERPROOFING, FLASHING, DRAINAGE, CORROSION PROTECTION, AND VENTING BY OTHERS. TRUSS TO WALL DETAIL 10 NO SCALE SHOWN AND FIELD CONDITION SHALL BE SD3 H2.5T EA. TRUSS --P,,--- SOLID BLOCKING/ BEAM PER PLAN TRUSS BY OTHER SOLID BLOCK WITH 12d AT 16" O.C. :.N. E.N. 1/2" RATED (32/16) SHEATHING WITH 8d AT 6" O.C. E.N. AND 12" O.C. F.N. SHEAR PER PLAN— MSTA24 STRAP AT SPLICES, U.N. o o o o SIMPSON COLUMN CAP PER PLAN TYPICAL BEAM DETAIL NO SCALE SPLICE AS OCCURS `BEAM PER PLAN POST PER PLAN SLOPE TO DRAIN PER ARCH DECK SHEATHING AND NAILING 12" TOPPING SLAB BY PER PLAN OTHERS (30 PSF WALL FRAMING SHEAR PER PLAN PER PLAN E.N. --E.N. PLY AT BLK'G i 2X BLOCK AT 24" O.C. WITH (4) SOLE NAILING PER 6/SD1 SLOPE TO DRAIN PER ARCH CONT. 6X RIM 16d TOENAILS EACH END FLOOR PLY AND TOPPING SLAB BY NAILING PER PLAN E.N. EE.N;--'�LTP4 CLIP PER SHEAR WALL E.N. OTHERS (30 PSF MAX.) SCHEDULE, OTHERWISE FLOOR JOIST _ ------------ _ � _ DECK SHEATHING LSTA36 STRAP AT EACH END " BEYOND PER PLAN y -/AND NAILING OF 6X RIM AND 4'-0" O.C. 4 -0 O.C., TYP. WITH ITS HGR PER PLAN SOLID BLOCK BEAM PER PLAN DECK JOIST WITH 12d AT SHEAR PER PLAN - TOP PLATE PER 9/SD1 BEYOND PER PLAN -------.-.-------__.___-__.. WITH THA213 HGR 16" O.C.-_------------------_-__-- _ _. __.____.__-_. _ WALL FRAMING " 2X BLOCK BETWEEN JOISTS H2.5T EA. TRUSS PER PLAN, TYP LSTA24 STRAP AT 4'-0" O.C. WITH (3) 16d EACH END NOTES: 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITION SHALL BE NOTES: IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. DBL TOP PLATE 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITION SHALL BE PER 9/SD1 2.) WATERPROOFING, FLASHING, DRAINAGE, CORROSION PROTECTION, AND VENTING BY OTHERS. IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 3.) ALIGN DECK JOISTS WITH FLOOR JOISTS AS REQUIRED FOR ATTACHMENT OF STRAPS 2.) WATERPROOFING, FLASHING, DRAINAGE, CORROSION PROTECTION, AND VENTING BY OTHERS. PER 2/SD3. 3.) ALIGN JOISTS AS REQUIRED FOR ATTACHMENT OF STRAPS. OVERHANG SHEAR TRANSFER DETAIL 8 TYPICAL DECK DETAIL 5 TYPICAL FLOOR BEAM DETAIL 2 NO SCALE ROOF PLY AND NAILING PER PLAN RBC CUP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. SOLID BLOCKING H2.5T EA. TRUSS E.N. FASCIA BY OTHERS TOP PLATE PER 9/SD1 SHEAR PER PLAN TYPICAL EAVE DETAIL NO SCALE FRAMING PER PLAN SD3 NO SCALE SD3 NO SCALE SD3 DECK SHEATHING SLOPE TO DRAIN PER ARCH 7/8" DIA A36 ROD AND NAILING PER PLAN TOPPING SLAB BY CENTERED ON POST AND POST PER PLAN] OTHERS (30 PSF MAX.) - E.N. _ _.....__ _-_._......._..___.... _... PLATE BELOW. DRILL 1"_ FJ PER PLAN WITH 2X CONT. RIM WITH (3) 2" MIN. BEARING DIAMETER HOLE IN POST 16d EA DECK JOIST A35 CLIP PER SHEAR WALL AND EPDXY POST TO ROD ri SCHEDULE, OTHERWISE WALL FRAMINGWITH 4'-0" O.C., TYP. H3 CLIP SHEAR PER PLAN— PLAN, TYP E.N" TOP PLATE PER 9/SD1 BEAM PER PLAN NOTES: 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 2.) WATERPROOFING, FLASHING, DRAINAGE, CORROSION PROTECTION, AND VENTING BY OTHERS. 3.) ALIGN DECK JOISTS WITH FLOOR JOISTS AS REQUIRED FOR ATTACHMENT OF STRAPS PER 2/SD3. i 6 TYPICAL DECK DETAIL 3 SD3 NO SCALE SD3 SLOPE TO DRAIN PER ARCH DECK SHEATHING AND NAILING 12" TOPPING SLAB BY PER PLAN OTHERS (30 PSF WALL FRAMING SHEAR PER PLAN PER PLAN E.N. --E.N. PLY AT BLK'G i 2X BLOCK AT 24" O.C. WITH (4) SOLE NAILING PER 6/SD1 SLOPE TO DRAIN PER ARCH CONT. 6X RIM 16d TOENAILS EACH END FLOOR PLY AND TOPPING SLAB BY NAILING PER PLAN E.N. EE.N;--'�LTP4 CLIP PER SHEAR WALL E.N. OTHERS (30 PSF MAX.) SCHEDULE, OTHERWISE FLOOR JOIST _ ------------ _ � _ DECK SHEATHING LSTA36 STRAP AT EACH END " BEYOND PER PLAN y -/AND NAILING OF 6X RIM AND 4'-0" O.C. 4 -0 O.C., TYP. WITH ITS HGR PER PLAN SOLID BLOCK BEAM PER PLAN DECK JOIST WITH 12d AT SHEAR PER PLAN - TOP PLATE PER 9/SD1 BEYOND PER PLAN -------.-.-------__.___-__.. WITH THA213 HGR 16" O.C.-_------------------_-__-- _ _. __.____.__-_. _ WALL FRAMING " 2X BLOCK BETWEEN JOISTS H2.5T EA. TRUSS PER PLAN, TYP LSTA24 STRAP AT 4'-0" O.C. WITH (3) 16d EACH END NOTES: 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITION SHALL BE NOTES: IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. DBL TOP PLATE 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITION SHALL BE PER 9/SD1 2.) WATERPROOFING, FLASHING, DRAINAGE, CORROSION PROTECTION, AND VENTING BY OTHERS. IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 3.) ALIGN DECK JOISTS WITH FLOOR JOISTS AS REQUIRED FOR ATTACHMENT OF STRAPS 2.) WATERPROOFING, FLASHING, DRAINAGE, CORROSION PROTECTION, AND VENTING BY OTHERS. PER 2/SD3. 3.) ALIGN JOISTS AS REQUIRED FOR ATTACHMENT OF STRAPS. OVERHANG SHEAR TRANSFER DETAIL 8 TYPICAL DECK DETAIL 5 TYPICAL FLOOR BEAM DETAIL 2 NO SCALE ROOF PLY AND NAILING PER PLAN RBC CUP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. SOLID BLOCKING H2.5T EA. TRUSS E.N. FASCIA BY OTHERS TOP PLATE PER 9/SD1 SHEAR PER PLAN TYPICAL EAVE DETAIL NO SCALE FRAMING PER PLAN SD3 NO SCALE SD3 NO SCALE SD3 oQ�OFEss/o/v l K. � P F cNo. 75688' * 6/ 0/16 JJ CI V1L q�FOF CAO 0� 8/10/15 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Undo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Uj 0 Q U Q O WU (D _ QU � W (D Z) U zw � Q f2 LU �- z H N Q U REVISIONS: DATE: 8/10/15 SCALE: NTS ,DRAWN BY: RKB JOS NUMBER: 15-222 SHEET. 7/8" DIA A36 ROD CENTERED ON POST AND POST PER PLAN] - PLATE BELOW. DRILL 1"_ DIAMETER HOLE IN POST AND EPDXY POST TO ROD ri WALL FRAMINGWITH SIMPSON SET EPDXY-,,,".PER PLAN, TYP ii SHEAR PER PLAN II WHERE OCCURS 12" i i TOPPING SLAB BY A35 EACH SIDE OF POSTS AND OTHERS (30 PSF MAX.) MULTIPLE KING STUDS, TYP SIMPSON CPS � I SOLE NAILING PER 6/SD1 STANDOFF PLATE 6X DECK JOIST FLOOR PLY AND NAILING PER PLAN ROOF TRUSSES BY OTHERS " " 3/4 PLATE X 5 1 /2 SQ. DIRECTLY E.N E.N. PLY AT BLK'G WITH (4) 1/4" DIA SDS BELOW POST 1 1/4" LSL RIM SCREWS WITH 5" EMBED FJ PER PLAN OR BLOCK AT 24" IN SOLID FRAMING O.C. AT PARALLEL FJ CONDITION. H2.5T CLIP 10d TOENAIL EACH SIDE---��\ i 1 3/4" MIN. BEARING, TYP ` BLOCK SOLID AT MULTIPLE PROVIDE GAP BETWEEN PANELS E.N. 1,7 STUDS AND HOLD DOWNS TOP PLATE PER 9/SD1 AS REQ'D. BY MFR., 1/8" MIN. A35 CLIP PER SHEAR WALL WALL FRAMING PER PLAN E.N. SCHEDULE, OTHERWISE NOTES: 4'-0" O.C., TYP. 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITION SHALL BE TOP PLATE PER 9/SD1 (3) 8d T.N. PER FJ/BLOCK IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. SHEAR PER PLAN 2.) WATERPROOFING, FLASHING, DRAINAGE, CORROSION PROTECTION, AND VENTING BY OTHERS. WHERE OCCURS '----SHEAR AT OPPOSITE FACE 3.) ALIGN DECK JOISTS WITH FLOOR JOISTS AS REQUIRED FOR ATTACHMENT OF STRAPS WALL FRAMING T OF WALL WHERE OCCURSPER PER 2/SD3. PLAN, TYP ; . r 4.) SEE DETAIL 3/SD3 FOR ADDITIONAL INFORMATION. 7 TYPICAL DECK POST DETAIL 4 TYPICAL FLOOR SPLIT DETAIL 1 SD3 NO SCALE SD3 NO SCALE SD3 oQ�OFEss/o/v l K. � P F cNo. 75688' * 6/ 0/16 JJ CI V1L q�FOF CAO 0� 8/10/15 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Undo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Uj 0 Q U Q O WU (D _ QU � W (D Z) U zw � Q f2 LU �- z H N Q U REVISIONS: DATE: 8/10/15 SCALE: NTS ,DRAWN BY: RKB JOS NUMBER: 15-222 SHEET. ----- -__ t .� S