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C. � ,�. D I.J 6 Field Check I Date Compliance Method (Package or Computer) Climate 'Zone Enforcement Agency Use only GENERAL INFORMATION , Total Conditioned Floor Area 0 rp. fiz Average Ceiling Height: 8- it Conditioned Slab Floor Area ftz Building Type: t! Single Family I/ Addition (check one or more) Multi -Family _ Existing -Plus -Addition Front Orientation r Narth.! South East West / All Orientations 1 (input front orientation m dogrees from True North and circle one) Number of $to Number of Dwelling Units: 1 Floor Construction Type: Slab/Raised Floor (circle one or both) RADIANT BARRIER freequired in climate zones 2, 4, 8-15) Required for this submittal— yes ^no BUILDING ENVELOPE INSULATION, Component Frame Type Cavity Sheathing Total R- Assembly Location/Commenn Type wd = wood insulation Insulation Value' U-Factor' (attic, garage, typical, etc.) stl =steel R-Value R-Value Wall Wall W R-13 -- cki�(L1EiR ttJALL Roof Roof U) 0 1 L1 A.t Floor Floor (0 - t $ - N` t '`s eA L 0 O Slab Ede -Irt v - I e , , - .,.. .. ._ _. - -. _.. _.... insulation rcouirements for the PrescriptivePac age FENESTRATION • Chariino F)eviCes Fenestration #/f e/Pos, Orien- tation Area (fiz) Fenestration T U-Factor I Fenestration SHGC Exterior Shading Art. Overhangs) Furs Front Front Left Left I souf'14,2 0 0.40 V. r3 N Rear Rear WE51, 0, 0 0. 5 N R N Right Right NMI* 0.3 N A $ ti ht S li ht 01,U9US•f 2001 CERTIFICATE OF COMPLIANCE' RESIDENTIAL (Page 2 of 3) CF-IR L'p t) I -r 16) N A4 A P- I ter. - C I rJ A cfl _ pe "5 Project Title Date FIVAC SYSTEMS Note: Input hydronic or combined hydronic data under water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace,heat Efficiency Location Piping Thermostat Configuration pump eta) {AFUEorHSPF). (duce attic ate) R-Value Type (split or package) hl uJ LUALt- ACN'i l fll rt ' Cooling Equipment Minimum Efficiency Duct Location Duct Thermostat Heat Pump Cortfiguration Type (air condtiona, heat pump evag cooling) (SEER) (attic etc) R-Value Tyne (split or package) SEALED DUCTS and TXVS for Alternative Measures) Sealed Ducts (all climate zones) (installer testing and certification and HERS rater field verification required) ❑ TXVs or Commission approved equivalent, readily accessible (climate =ties 2 and 8.15 only) (installer testing and certification and HERS Rate," or field verification required) OR Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC Window U-Factor SEER Heating ZOnrE $ a.35 01 ffo lr/LtrJ, wtenl WATER BEATING SYSTEMS Energy` External Rated' Tank Factor or Tank Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation Tvve Type.,.. in System or. Bnlhr) (gailons) Efficiency Loss {"/p) R-Value 1. F,or smail gas storage water heaters (rated inputs of less than or equal to 75,000 Btvthr), electric resistance, and heat pump water heaters, At Energy Factor. For large gas storage water heaters (rated Input of greater than 75,000 Bathe), list Rated Input, Recovery Efficiency and Standby loss. For instantaneous gas water healers, list fated input and recovery efficiencies. SPECIAL FEATURES (add extra sheets if necessary). Package C and D: TXVs or Commission approved equivalent, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8,13 of the 1999 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness, and description). RN`DthiN31- 13ARk1 eR r-QU6L 09, 1..-€S5 -r4AN p, v5 nlfra.nfcE VAc v6 A-r RQoF " A,U,JU5,+ 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-1R COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts i and 6 of the California Code of Regulations, and the administrative regulations to implement. them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognize that compliance using duct sealing and TXVs (or Comsnissian approved equivalent) requires in taller testing and certification and field verification by an approved HERS rater, Designer or Owner (per Business and Professions Code) Documentation Author ,,.. •. / M P. R Y i t>. E C t nl A Name: , Jo5 pe Name: + t t P. 'i% It'. 9 i, FT 1 t�T Gt TidetFi m: Q t>J tJ GZ Title/Firm: t5 M i N 5-5 / r1 7 d 1 s Address: 32) N IerKroto Address: ' SA�-c'A Ada "GA F�.ntt>. c� �274r L!' $ 36E^ q l'r� _. _. Telephone: S�SA\��t'A Telephone: _._L71 Lic. #: 04tAvC.A (signanvc) (date) (signature) Enforcement Agency Name: tJ t3 tr t 1 L {� N Fti Title: (,�l1.JN � i�. to "� g t E*''d SEttV . Agee Telephone:, l/ a -Is ay ( ature 1 stamp) (date) FOUt�JS t` 2001 NIANDATORY MEASURES CHECKLIST• RESIDENTIAL (Page 1 of 2) MF-IR Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items `narked with an asterisk (4) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. tit e :..4"l —1—wl hnxec ,x<h"en'comnleted or enter N/A if not applicable. ENFORCEMENT DESCRIPTIONDESIGNER Building Envelope Measures: ^ §15o(a): Minimum R-19 ceiling insulation. 0 Loose fill insulation manufacturer's labeled R•Valua. ^ § 150(e): Minimum R-13 wall insulation in wood framed walls or equivalent U-Factor in metal frame walls ' does not a . 1 to exterior mass walls . • § 150(d): Minimum R-13 raised floor insulation in £tamed tloon. ' § 1500).: Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no ter than 2.0 . inch" §t 19: Insulation specified or installed meets insulation quality standards. Indicate type and form. § i I & 17: Fenestration Products, Exterior Doom, and InfiltrationSxfiitration Controls 1. Doors and windows between conditioned and unconditioned spaces'designed to limit air leakage. , 2. Fenestration products (except field-fabrioated) have label with certified U-Factor, certified Solar Hat Gain Coefficient (SHGC), and infiltration certification, 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § I50(i): Special inf Insition barrier installed to comply with § 151 macu Commission quality standards. §!50(a7 installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have:- i a. Closeable metal or glass door I b. Outside air intake with damper and control c, Flue damper and control 2. No continuous burning gas pilot lights allowed. a Space Conditioning, Water Heating and Plumbing System Measures: §i 10-§ 1 ! 3: HVAC equipment, water beaters, showerheads and faucets certified by the Commission. § 150(h): Heating andtorcooling loads calculated in accordance with ASHRAEI St+tACNAor ACCA. . § 150(i): Setback rhatmostat on all applicable heating and/or tooting systems. § 1500): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0,58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or Maim- 2. First 5 feet of pipes closest to water heater tank nan-recirculating systems, insulated (A"4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external 'insulation or R. 16 combined internallexremad insulation. 4. All buried or exposed piping insulated in recirculating sections ofbot water systems. A Cooling system piping below 55' F insulated. 6. Piping insulated between hating source and indirect hot water tank. AU4�V5t 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of z) MF-1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used, Items marked with an asterisk (e') nay be superseded by more stringent compliance requirements listed on the Certificate of Compliance, When this checklist is incorporated into the permit documents, the features noted stall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) • §150(m): Ducts and Fans 1, All ducts and plenums installed, sealed and insulated to meet the requirmient of the 1998 CMC Sections 601, 603, 604, and Standard 6-%ducts insulated to a minimum installed level of R•4.2 or enclosed entirely in conditional space. Openings shall be sealed with mastic, tapc, aerosol salant, or other duct -closure' % system that meets the applicable requirements of UL 181, UL 181A, or UL 181B. If mastic or taps is used to seal openings greater that 114 inch, the combination of icisdc and either mesh or tape shall be used, Building cavities shall not be used for conveying corxlitidned air. Joints and scams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have back draft or automatic dampers. 3" Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually o emted dampen. § t I4: Pool and Spa Heating Systems and Equipment. 1. System is cenifred with 78% thermal efficiency, on -off switch, wcatharproofoperating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36' o€ pipe between filter and Beater for fuare solar hating. . . b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Nonelectrical cooking ap2lilances with pilot < 150 BtuPor) Lighting Measures: § 150(k) t.: Luminaires for general lighting in kitchens shall have fampi with an efficacy of 40 lumenstwatt or greater for general lighting in kitchens. Ibis general lighting shall be controlled by a switch on a readily accessible lighting control panel at an ennance to the kitchen. ' § 150(k)2.: Rooms with a shower or bathtub must have either at least one luminaires with lamps with an efficacy of 40 fumcns/wan or greater switched at the entrance to the room or one of the akematives to this requirement allowed in 15 2,; and recessed ceilingfixtures are IC (insulation covet} a raved• ' AUIVSt 2001 bi Y < <r w f� k3 a %A (r vi - g i SCALE: ; APPROVED BY: DRAWN BY DATE: to — � REVISED DRAWING NUMBER 1' of 0 I z NEW PATIO COVER r r } t I \ r r r 4046 VIN S � ® ___—____ __ F.I. t W.R. f NEW BEDROOM # 3 RELOCATED w ..d a SH &POLE ----- r w I NEW I ..i i W.1.lCL. I a E flu F.G. SHOW G.F.I. I W.P. & 4" EXHAUST coi (0 TUB > DRYER VENT' I co t C{ e N ici vi wTRr SMOKE DETECTOR 110 V N = (N) 3030 VIN SH .T — _-- 30" min Na Ri?OM # 2 ' HIS ® NEW MASTER BEDROOM � N VyJ I {9EE CETAtl.9NPMEkk4 = i z 5; fluor Itght I Q � co M 0 1 n SMOKE DTECTQR 0 (L I N a 11oVs — n «: NEW LAU ELOCATR� ED ' I / uzi W.LlCL. j © I k --- ' ' I SH & POLE AT. GAS WALL HEAT 30 K.B.T.U. 2068 H. G�F.i. 266$ H.G. f SMOKE DETECTOR 110VS 0 f M _rl __EXISTING LAU RM % ' fluor light v ` __T(7 RELOCATE t i EXIS INGY BATH NEW/�2"x3o"ATTIC AND!, ITS EXTENSION ACCESS _-7J I 2668 H.C. G G � G.F.1. G.F.I. a Qt ------- SH &POLE --------/I----- G.F.I. �� <8> <$> <8> <8> '----- --E: —ems r q E STING WALL & WINDOWS TO Z fluoriight EXISTING N W KITCHEN REMOVE TO CREATE NEW OPPENING R KITCHEN ` ti i ENSION 4➢ ) 0 (_ J t�J G.F�1. 0 l EXISTING W LLS ANDVIW/ WS TO 1 G.F.I. / 1 I REMOVE TO CREATE NEVOPENING / ^- I f I G.F.I. NEW HALL EXISTING BEDROOM # 2 ® G.F.I. G.F.LG.F.I. G.F.I. I O,� G.F.I.F. \ SMOKE DETECTOR 9 VS 1 EXISTI BEDROOM # 3 TOE /a LOCATE / ty NEW DINE RM z z � EXISTING DINE RM TO EXTEND I I EXTENSION co c� �� QD N N Ii l / -__=_=-- r I I I — — jl l l l I .,�EXISTING 22" x 30" 1 ATTIC ACCESS W. MTOUNN�M&m G.F.I.I V t.P. i 4D �' r I (37 j I � ` > i. N � I i e- ' G 4- r 0) z 5; C1 c1 n z � I > SMOKE DETECTOR9?96$ H. Cn ® I .> N EXISTING BATHROOM # 1 w � EXISTING LIV RM c� z z N SMOKE DETECT0R9VS W Z Cd ® > W o 01 cA _ to (E) 3040 VIN SH I EXISTING BEDROOM # 1 (E) 3046 VIN SH GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.B.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND LOCAL ORDINANCES. 2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. 3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN THE DRAWINGS. 4. ALL NAILING TO COMPLY WITH TABLE 23-11-B-1 C.B.C. 5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. 6. LIGHT AND VENTILATION PER C.B.C. SECTION 1202. MINIMUM OF 15 C.F.M. OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTI,LATON. PLUMBING NOTES 7. ALL PLUMBING WALLS TO BE 2" x 611 8. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE. 9. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A HEIGHT OF 70" ABOVE . THE DRAIN INLET OF THE SHOWER OR TUBISHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY MOISTURE. 10. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY 11, NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SO. IN. OF FLOOR AREA, AND ENCOMPASS 30" DIAMETER CIRCLE 11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL. 12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR CHANGES PER HOUR. 13. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP 1/3 OF THE TANK AND ONE STRAP AT BOTTOM 113 OF THE TANK). 14. WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE WITH 1.6 GALLONS MAXIMUM PER FLUSH. 15. CONTROL VALVE FOR SHOWER OR TUB -SHOWER SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. 16. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THE QUICK -ACTING VALVES FROM THE WASHER AND DISHWASHER, ETC.. ELECTRIC NOTES 17. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-52 (a) 1120 AMP. CIRCUIT DEDICATED TO EACH BATHROOM" -18. ALL BEDROOM .CIRCUITS REQUIRE ARC -FAULT PROTECTION. 19. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WITH NEC Art. 210-8: "ALL 125 volt SINGLE PHASE, 15 AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS. STRUCTURAL NOTES 20. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION. 21. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES. 22. NOTCHING OF EXTERIOR AND BEARINGINONBEARING WALLS SHALL NOT EXCEED 25% I 40% RESPECTIVELY. BORED HOLES IN BEARINGINONBEARING WALLS SHALL NOT EXCEED 40%/60% RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE NEARER THAN 5/8" TO THE EDGE OF THE STUD (2320.11.9 AND 2320.11.10) 23. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING THE SIZE OF THE HEADER AND TRIMMER (2320.11.6) 24. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES. WALL LEGEND ELECTRIC LEGEND LIGHT (E) WALLS TO REMAIN (N) WALLS REESES LIGHT FLUOR LIGHT(E) WALLS TO REMOVE OUTLET 110VS G.F.I1 W.P. OUTLET 110 V GFV WP E INTERRUPTOR ~l e uo SMOKE DETECTOR FAN 5 AIR CHANGES PER HOUR so „ INDEX _ g j A-1 = PLOT AND FLOOR PLAN ` - A-2 = ELEVATIONS AN SECTION S-1 = FOUNDATION AND FRAMING PLAN SD-1= STRUCTURAL DETAILS T-24 = ENERGY CALCULATIONS TOTAL OF SHEETS =5 ANALYSIS AREA EXISTING S.F.R. CAR GARAGE PATIONEW PROPOSED ROOM ADDITION, NEW COVER TOTAL LOT RATIO . ia LOT SIZE % LOT COVERAGE 1,141 S.F. 447 S.F. 745 S.F. 155 S.F. 2,488 S.F. • sA, f t• Marco A. Ahumada 11111 Barclay Dr. Apt. 1 Phone 714 / 470-9162 Garden Grove, Ca 92841 Owner: Mr. Jose Reyes r • • Description of •b 745 Sq. Ft Room Addition r Relocate.Existing Bedrrn # 3 to Extend Existing Kitchen r Dine 's New Mtr s New r New Bedroom New Lau r Relocated Extend Existing 1/2 Bath «,. New Patio Co* tI 1 A i I ASPHALT SHINGLE TO MATCH (E) S.F.R. ATTIC VENT. CALC'S �-4 NORTH ELEVATION SC= 11"e'= 1'-0" ASPHALT SHINGLE TO MATCH (E) S.F.R. 12"x 6" FOUNUN VENT w/,V4"CORROSION . RESISTANT METAL MESH COVERING S—O UTH ELEVATION sc- %"— I fWf ASPHALT SHINGLE TO MATCH (E)S.F.R. 14- X Its" A I I K; Vt—N 1. Wl,-4" L;UKKU51UN RESISTANT METAL MESH COVERING 12" x 12" ATTIC VENT. W1 Y4" CORROSION / RESISTANT METAL MESH COVERING zo 12"x 6" FOUNUN VENT W/ Y4" CORROSION RESISTANT METAL. MESH COVERING WEST ELEVATION SC- %99= I 1.01V 12"x 6" FOUNUN VENT w/,V4" CORROSION RESISTANT METAL MESH COVERING ASPHALT SHINGLE TO MATCH (E) S.F.R. (E) 3d R.L. 745 S.F. /150 = 4.97 Sq. Ft. x 144 = 716 Sq. In. REQUIRED 1.- ATTIC VENT 14" x 18" = 252 12" x 12" = 144 2.- G.I. Screened Eave Vent. 3 Holes 2" each (per block) = 9 Sq. In. At North Side =18 x 9 = 162 Sq. In. At South Side =1 8 x 9 = 162 Sq. In. TOTAL VENTILATION PROVIDED 720 Sq. In. UNDER FLOOR VENTILATION F.G. 745 Sq. Ft /150 = 4,97 Sq. Ft. x 144 = 716 Sq. Ft. REQUIRED 8" FOUNDATION ACCESS w/Y4"CORROSION 12"x 6" FOUND, VENT = 72 Sq. In. Each RESISTANT METAL MESH COVERING 0 0 654/ 72 = 10 Vents 16it 10 Vents. x 72 = 720 Sq. In. PROVIDED -P NEW STUDS(—F TOTAL UNDER FLOOR VENTILATION PROVIDED = 720 Sq. In. EAVE VENT. DETAIL (E) 3d R.L. F L THAAKI 94 12 41 PROVIDE BRACES TO RESIST SEISMIC )ROES PER NOTE # 13, GENERAL NOTES 2"x 6" F.J. @ 16" o/c w/ R-1 9 INSUL (TYP) 2"x 6" R.R. @ 16"ole T 04 21f It A WINDOW TRIm DETAIL ASPHALT SHINGLE TO MATCH (E) S.F.R. 21 90A�- sbi 11'0� No.% it 'Y Y -fflarco A. Ahumada 11111 Barclay Dr. Apt. 1 Phone 470-9162 Garde•n Grove, Ca 92841 C Owner: Mr. Jose Reyes Ph # 714 /558 - 7316 Description of Job: 745 Sq. Ft. Room Addon Relocate Existing Bedrm # 3 to Extend Existing Kitchen & Dine P. New Mtr Bdrm w/ New Bath # 21 New Bedroom # 3 Relocated, New Lau Rm Relocated & Extend Existing .. 155 Sq. Ft. New Patio Cover 5 EXISTING FOUNDATION 11 Joist to sill or girder, toe nail 3-8d 2 Brid ing to joist toe nail each end 2-8d 3 1 "x 6'° 25 mm x 152 mm subfloor or less to each joist, face nail 2-8d 4 Wider than 1" x 6" 25 mm x 152 mm subfloor to each joist, face nail 3-8d 5 2" a1 mm subfloor to joist or girder, blind and face nail 2-16d 6 Sole plate to joist or blocking, typical face nail 16d @ 16" o/c Sole plate to joist or blocking, at braced wall panels 3-16d per 16" Top plate to stud, end nail 2-16d 8 Stud to sole plate 4-8d, TOE NAIL, or 2-16d, END NAIL s Double studs, face nail 16d 24" o/c 10 Doubled top plates, typical face nail 116d @ 16" o/c Doubled top 2lates, lap splice 8-16d 11 Blocking between joists or rafters to top plate,toenail 3-8d 12 Rim joist to top plate, toenail 8d 9, 6" o/c 13 Top plates, laps and intersections face nail 2-16d 14 Continuous header, two pieces 16d 16" o/c alon2 each edge 15 Ceiling joists to plate, toenail 3-8d 16 Continuous header to stud, toenail 4-8d 17 Ceiling joists laps over partitions, face nail 3-16d 18 Ceilin2 joists to parallel rafters, face nail 3-16d 19 Rafters to plate, toenail 3-8d 20 1" 25 mm brace to each stud and plate, face nail 2-8d 21 1" x 8" 25 mm x 203 mm sheating or less to each bearing, face nail 2-8d 22 lWider than 1" x 6" (25 mm x 152 mm sheating to each bearing, face n. 3-8d 23 Built-up corner studs 16d 0 24" o/c 24 Built-up girder and beams 20d @ 32" o/c top and bottom and staggered 2-20d @ ends and @ each splice 25 2" Planks 2-16d Q EACH BEARING MM 24") 4DATIC FOUNDATION NOTES: DOUBLEDJOISTS • •, 0, ERING OLD -DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE "PROVED aPLATE WASHERS, HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING iOUNATION SC_ 1/4' � THE WALL FRAMING • [:101101 � ",'I 1 6 a %" COX, 24/o INDEX PLYWOOD W/ 8d COMMON NAILS a 6" EN/BN . 8d >s}a 10" o/c FIELD. PROVIDE ROOF RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE H ASPHALTH SHINGLE GLASS 'B' OR BETTER TO MATCH (E) S.F.R. W/ f# 15 FELT UNDERLAYMENT ROOF VALLEY FLASHING HAS TO BE GALAVNIZED SHEET METAL (28 GAUGE min) ROOF DIAPHRAGM NAILING TO BE INSPECTED •-:• i • •= -• 4w 1 i A=- i M` Description of Job: 4" # Room Addition Relocate i .' # BedrmtoExtend Existing Kitchen M Dine Rm, New Mtr #' New Bath New Bedroom' Relocated, New r _ w Relocated Extend Existing Y2 Bath s New Patio Cover BEAM PER PLAN 12 2" x 4" STUDS @ 16" old 4 Roofing material o/ 15# Felt & fz" EXTERIOR FINISH - — w/ R-13 INSUL (EXTERIOR) C,D.X., 24/0 Plywood 2/4" T & G PLYWOOD OR BLOCKED STRUCTURAL NOTES 3.- GRADE-~` 2" x Roof Rafters per plan 2" x 4" SOLE PLATE CONCRETE JOIST, PURLINS 2" T04" WIDE, 6 & DEEPER No. 1 __ _ - WEEP SCREED 2" x 6" F.J. @ 16" otcwl R 19INSUL BEAMS, PURLINS OVER 4°WIDE No.1 +� t + I.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK SUBPURLINS 2" TO 4" WiDE, 6 & DEEPER No. 1 -I. TYPE (150 "CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO LEDGERS No. 2 2" X Ceiling Joists per plan w/ 2" x BLOCKING ASTM C-33 WITH PROVEN SHRINKAGE CHARACTERISITCS OF LESS THAN 0.05 %. STUDS 2" x 4" OR 3" x4" STUDS R -30 instil. STUDS 2" x 6" No. 1 + + A-35 @ 16" o/c 2: READY MiX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM POSTS 5^ x 5" AND LARGER No. 1 A - 35 @ 16" old (Alt) 2" min. OF STEM I SILLS, PLATES AND BLOCKING No. 2 2" X Blocking wl 3-16d per block & 2 x 4" . MUDSILL w/ / DIAM. G94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301. 5- 16d (a Rafter lie " s " 3: CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL 4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF X 10" L, A.B. & MUDSCREED CONFORMING TO ASTM C-150, GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED Y2" Drywall Int. wail & Ceiling 2- 2" x4" Double T Plate 6" min. 7" wl 2" x 2" x ale" WASHERS TO THE FOUNDATION WITH 5/8" DIAMETER x 10" LONG BOLTS AT 48" ON CENTER 12" @ 48" o/c 4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR: MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED. 18" min. 4 x PAST w/ StMP CAP PER PLAN 2" x 4" Studs @ 16" o/c wl R-13 5: STUD WALLS A UTI G CONCRETE OR MASONRY WALL SHALL BE BOLTED TO THE - - - B N A FOOTINGS 2,500 PSIInstil (Exterior) I-i l l—I I ( I I (—) —) ' — SLAB OR GRADE 2,500 PSI WALL WiTH 518" ANCHOR BOLTS AT 24" O/C� = I=I =1 {=) j f =1 I 1 11 I (=1 I (f 12- SIDEWALKS 2,000 PSi 12" i I 1=1 11=1 1= f IT i f 1= i I -I i N 1= =1 1 12" One Story El l 1=1 11=1 6.- ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16"O/C WITH 5/8" GYP. BOARD Exterior Finish -) I1-1I 6" 11-1 I i-i I 1=) I -I I 1115" Two Storyi l I III -I El Ell I-� ��� ��, ,�� EACH SIDE, UNLESS OTHERWISE NOTED. " _ — I { 1-1 I 5: MAXIMUM SLUMP SHALL NOT EXCEED 4". 12 One Story 7: ALL STUD WALLS SHALL HAVE FULL HEIGHT 1" x 6^ DIAGONAL LEFT -IN BRACES AT 15" TWO Story 6" " Cl 6:CONCRETE SHALL BE MAINTAINED W A MOIST CONDITION FOR A MINIMUM OF 5 DRYS 1 7 1 ENDS AT INTERVALS NOT EXCEEDING 25 FEET OJC UNLESS OTHERWISE NOTED ON AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY PLANS, BRACES SHALL COVER A MIN IMUM OF SIX STUD SPACES. 12" One S PERFORMANCE CAN BE ASSURED. # 4 REBAR TOP & BOTT 7 - ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE 8.- COMMON NAILS SHALL BE USED. 15' TWO Story SECURELY FASTENED IN THE FORMS BEFORE CONCRETE iS POURED. ADEQUATE 9: FIRE BLOCKING 2" x 1 'Is "THICK SHALL BE PLACED IN STUD WALL5 AT CEILING AND FULL DEPTH BLOCKING CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER ROOFSHT"G FLOOR LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT GL£ANduT AND INSPECTION. FLOOR OFFSET THIS SIDE OF R.R. TO THE OTHER 2 x 6" FLOOR JOIST @ 16"o/c w/ R 19 INSUL SIDE FULL BEARING R.R. @ BEAM Plywood Sheeting 1" x 6" Starter Board (Shiplap) - f4" T & G. PLYWOOD B: VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS 10: JOISTS SHALL BE BLOOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26. INTERVALS OF 8' WHERE JOISTS ARE 2" x 12" 0R DEEPER. 2- 16d ea 2" x 4" t 9: EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH't. " 2" X 4" Flat lookout 32" o% Notch into yy�'��'��'y"� ��)� CHAMFERS UNLESS DETAILED OTHERWISE. 11: MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE: @ �XXX XXX Xj�X Xx_�X� 2" x 4" @ 16^ 01C U P TO 14'-0" First Rafter 10: CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO 2" x 6" @ 16^ 0/C UP TO 20'-0" 2 x R.R. THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK. 2" x 8" @ 16" O/C UP TO 26-0" 2 x R.R. P.B. 44 4" x 6"GIRDER 12: PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS. 11 : NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 ° F. g 18" min. 4" x 4" POST (AS REQUIRED) 12.- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2 13.• BOLTS HOLES IN WOOD MEMBERS SHALL B£ A MINIMUM 1132" AND A MAXIMUM 1l16" B'N' E N LARGER THAN THE BOLT DIAMETER. 1 SD-1 2- 2" X 4" Dbl Top Plate 72" 6" x 6" x 2" P.T. BLOCK PLYWOOD REINFORCING STEEL 2 x Bik'g @ 48 o/c First Bay Only i 8„ 1: PLYWOOD SHEETS SHALL BE-CDX CONFORMING TO PS 1-95 AND SHALL BE STAMPED s 1: REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS i_ i WITH THE DRPA GRADE OF THE AMERIGAN PLYWOOD ASSOCIATION, UNLESS NOTED FOLLOWS: 2"X FULL DEPTH SOP. A-35 @ 16"0/0 „ � III—�—� i- 11-I I E I I ' OTHERWISE ON THE PLANS. BLOCKING x 4 Cont. Blocking w/ 16d ( (I-i I —_I ( I (=1 I� I 1=� (i —� I (1=T- FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES: 2: EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO. FT. WITH A MINIMUM DIMENSION # 3 BAR AND SMALLER ASTM A- 615 GRADE 40 C.J./TIE PER PLAN I R W j 8" or A-35 @ 32" o/c 2" X 4" Studs 16" O/d W1 R - 13 insui 1 I i j 1= 12" ((—) I- # 4 BAR AND LARGER ASTM A- 615 GRADE 60 INSUL W1(4)16d @ EACH R.R. / @ OF 2 FEET. C.J./ TIE PER PLAN W/R-30 / 3: SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED 2: DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND INSUL BEAM PER PLAN AND APPROVED BEFORE COVERING. BENDING iN ACCORDANCE WITH ACI-318-95. 1 " q. CONC PIER 3: MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR: `^� FOUNDATION NOTES G. {EXCEPT AS NOTED OTHERWISE) I.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOiL BEARING NOT EXPOSED TO WEATHER OR EARTH 1"^ EXPOSED TO WEATHER 1 " PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: EXPOSED TO EARTH 2" PILASTER, BEAM & COLUMN TIES 1 % CONTINUOUS FOOTING 1,000 P.S.F. FORMED FOOTING AND WALL EXPOSED TO EARTH 2" 2- 2 X PLATES, SEE PLANS FOR SIZE 2 X RIDGE BOARD NEW EXISTING ISOLATED FOOTING 1,000 P.S.F. UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3" FRAMING ANCHOR TOP AND BOTTOM AND REFERENCE TO SPLICES 2: SLAB ON GRADE 2" ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OF DOUBLE STUD OR POST \ OR HEADER SIZE, SEE PLAN ST 2115 @ 48"0/c B N OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED 4: SPLICE IN CONCRETE: 2 x CRIPPLES AT 16" o/d IN LIEU OF 2"x4"TIES OTHERWISE. MINIMUM OF 36 BAR DIAMETER OR 12' WICHEVER IS GREATER. PLYWD ROOF SHTG PER PLAN 2" x 4" SOLE PLATE (E) OR NEW 2" X STUDS WHERE OCCURS 3.- ALL FOOTING SHALL BE CENTERED ON PIASTER AND/OR WALL AND COLUMN UNLESS 5: WELDED WiRE FABRIC SHALL CONFORM TO ASTM A-185AND 1-82. 2"x4" TIES @418"cic OTHERWISE NOTED. 2" x F.J. PER PLAN AS OCCURS 2" xBLOCKiNG 6: ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI318- FiRE BLOCKING AT CEILING LINE NOT E.N. 4: FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS. 95 R.R. PER PLAN 2" X F.J. WHERE OCCURS 11 1 TO EXCEED V-W otc 3 -16d (TYP) (E) 5- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION 7. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED A-35F @ 16" o/c INSTALLN. PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT, B. PROPERTY STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WiTH ALL NATIONAL, PRIOR Tb LEDGER STATE AND LOCAL SAFETY ORDINANCES. 8: ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 6.- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS GRADE 60. NOTES PROVIDE SIMPSON A-34 FOR 2x4 ANDIOR SHEDULES, 9: ALL REINFORCING BAR BENDS SHALL BE MADE COLD. STUDS AND A-35 FOR 2x 6 STUDS, 7: ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS 10.- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY FOR NAILING SEE GENERAL EACH SiDE +++ + + +++ (U.N.O.) OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE SIM "U" HANGER w/ EXISTING 2 X D.F. SILL MORTAR. 1 STUD FOR INTERIOR WALLS, USE 2-2x JAMBS FOR 4x 10 AND 6 x 8 1 FUL LENGHT NAILS " 8: ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS �I 1$ min. SHALL BE REMOVED AND RELOCATED. r 2 STUDS FOR EXTERIOR WALLS AND LARGER HEADERS 11: REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE $HALL NOT BE FIELD / BENT EXCEPT AS SPECIFICALLY DETAILED iN THESE DRAWINGS OR WITHOUT THE UNLESS NOTED OTHERWISE " (pin j 2 x LEDGER w 2 ROW 9: ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. END POST AT PLYWOOD SHEAR j 16d @ 8" O/d STAGG I I I- I (1=III -i I —I I , I 1 tI I1=1) i=) I I—ll El I I I Ell I I I—) FOOTING (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 __- PANELWHEIREaCCURSw(E.N.Ili-1� )II —III —III II HORIZONTAL TO 1 VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN- 12.-AIL REtNFQRGING STEEL SHALL BE RROViDED AT ALL POUR JOINTS ON THE =� (i—) i= j 1=1 I I=) PLACE AT THE FOUNDATION POUR, DRAWINGS, WHERE LAP AND/OR SPACE LOCATIONS ARE NOT SPECIFICALLY (NIDICATED, TUDS SHOWN ARE FOR INDICATION ONLY, ACTUAL LOCATION ipin - - O SUIT CONSTRUCTION REQUIREMENTS; MAX SPACING AT 16" old I -I I(=1 V!=1 I I�I i I-1 11-1 I I-1 11-) I(=1 , ( I 1=�11-111-1 i t—I 11=1 11-1 I PROVIDE CLASS `C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY 10: FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE C.J,/TIE PER PLAN W/R POSSIBLE VARYING SUBSURFACE CONDITIONS. FABRICATION INSUL LUMBER 13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF BM wl P.C. OR 1 d @ 4" o/c NAIL TO BLICG B N STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRS1. 2 X RIDGE BIRD 2 x R.R. PER PLAN 1: ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO PER PLAN B N B N. E.P.C. DIVISION 23 (2001 O.B.C). 14: CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN V NOR PLYWOOD 2" X 4" SOLE PLATE —(E) OR NEW 2" X STUDS WHERE OCCURS 1 BAR DIA NOR 1x MAX AGRAGATE SIZE, 2- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED. BARS IN SECOND LAYER SHALL BE DIRECTLYABOVE BARS IN FIRST LAYER, MIN DISTANCE B.N. E N 2" x F.J. PER PLAN BETWEEN LAYERS 1". 1" X 6" w/ 3-1Od EA END @ 48" 01G .r-' _ „ ' 2 x R.R. w IMP 2 BLK'G @ 48 old NOTES: 2" x BLOCKING ----" A-35 @ 24 o/c LOADS MAY NOT / -- @ FIRST BAY ONLY E 2" x F.J. WHERE OCCURS oBE INCREASED POST w/ A-35 MAINTAIN MIN 4-16d @ 48" lc MAX x 6" CONT (LET -IN) TOFOR SHORT � BOTH SIDES @ (E) ROOF \ 9 BRACES w/ 2-16d/ VERT TOP & BOTTOM \ TERM LOADING 2" x 4" BRACE 2" x C.J. PER PLAN @ 48" o/c w/ 3-16d EA EN BM AT WALL \ w! U- HANG A GH IS L Q TOP OF H S REQUIRED S.N TO ACHIEVE THE E - 2" x 4" P. . MUDSILL W/ %- DIAM 0 \ '" (E) R.R. _..- ---'' E.N. TABLE LOADS x 10" L. A.B. & MUDSCREED J L110 B.N. XBM. PER PLAN w/ 2" x 2" x 3lte" WASHERS (E) C.J. AS OCCURS E 7 18" min. @ 4W o/c GIRDER PER PLAN (E) C.J. + EQ. 12" min GIRDER HOLDOWN PER PLAN(- E) BLK'G ADD 2 x BLM. G w/ %" M. BOLTS @ 16"o/c x > N.E. R, 443, L.A. R.R. 25149 I (=1 =1 I (=1111 111 �-f I ( i I =1 I 1=1 I 1=1 I 1=i I h x I <, I=1 I I-1 i I_I i �i I I�Ii_i i I 2 x C.J. PER PLAN I (I=1 11=i I �E i I=T1 I I I=1 11=1 I I I -I 1? min• I 1! 1=} i 1=' i i=Iii=1 11=1 11=1 I 1 2-2 x TOP PIL E'N' ' SIMP. U OR U2 HANGERS wl 16d NAILS i j (E) WALL TO BE REMOVED FULL LENGHT 3 Y" INSTALL PRIOR TO BEARING WALL LTP4 @ 16" o/c BILK ADDITION 1 d @ 4" o/c NAIL TO BLK'G B.N. 6" 4' x 4" PostX_ ��� A-35 @ 16" o/d Existing Slab New Slab 2" x BLK'G @ 49 o/d E.N, " No special inspection is — required P.B.. 44 SHEAR WALL @ CRIPPLE WALL a pllicationor epoxy in this SHEAR WALL SCHEDULE 2001 C.B.0 SILL BOLTING MARK WALL TYPE SHEAR @ SHEAR ALLOWABLE ONE SIDE BOTH SIDES SILL NAILING SHEAR OF WALL OF WALL 0 UPPER STORIES 7/8"STUCCO OVER PAPER BACKED LATH W/16 GA STAPLES AT 5-O.C. AT TOP & BOTTOM g PALATES, EDGE OF SHEAR WALL AND ON FIELD (iCBO REPORT No.1318, AUG. 2002) OR 180 PLF 5/6"055"O♦C. 5/8"027 1/2"0.0 16d 0 8"O.C. (iCBO REPORT No.1254, MAR 1990) NOTE 4 AND 9 BELOW 3/8-PLYWD STRUCT it OR STD SHTG WITH 8d NAILS 0 6-O.C. AT EDGES & 12" O.C. FiELD 260 PLF 5/8"036"0.0. 5/8"s;a19"O.C. 16d @ 6"O.C. TABLE 23-II-1-1 UBC NOTE 1, 9, 10 & 11 BELOW 3/8"PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FiELD 350 PLF 5/8"026"O.C. 5/8"013"O.C, 16d @ 4"O.C. (TABLE 23-II-1-1 UBC) NOTE 1, 6, 9, 10 & 11 BELOW 3/8"PLYWO STRUCT II OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD 380 PLF 5/8"026"O.C. 5/8"013"0,C. 16d 0 4"O.C. 11 (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW A /8" PLYWD STRUCT 11 OR STD SHTG WiTH 8d NAILS 0 3" O.C. AT EDGES & 12" O.C. FIELD 490 PLF 5/8"020"O.C. 5/8"01O"O.C. 16d 0 3 1/2"O.C. (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 3/8" PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD 610 PLF 5/s"o16"o.c. 5/s"•s"o.C. 16d 0 2 1/2"O.G. TABLE 23-11-1-1 UBC NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 1/2- STRUCT I PLYWD WITH 10d NAILS @ 2" O.C. AT EDGES & 12" O.C. FIELD 870 PLF 3/4"016"O.C. 3/4"08"O,C. N/A 14 OVER 3X STUDS (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW _ 9 � 2" x 4" STUDS @ 16"o/c 6„ MAINTAIN MIN 4-16d @ 48" ofc MAX 8d @ 6" o/c I hI I �11-1 =1-1 1=ITI , I I k=1 I hI II I l ..,T, 2' x SHAPED W1 16d @ 16" olc Drill Vie" mii i diam hole till w/ epoxy # 4 Reber Dowels @ 8' o!c 3" min.: r'� 2" x C.J. PER PLAN grout & dowel) alternate; use Reber Dowells same size Y" redheadseads & thrd'd rod#17 & spading as footings 18^ Sq. B. / „ Exist'g New Raised Floor 2 - # 4 Reber Dowell @ ea way . Drill l epoox g� over die of bar, 6„ 24" min 4 18" Sq. x 18" Dp. Conc. Pad ....... E.N. TO BLICG 17 11 (E) C.J. B OCCURS-35F@24"o/c _._._,_._._._._._._._._._ _._._._._._ _._. (E) C.J. AS OCCURS , E) R.R. A-35 @ 24" olc BM. PER PLAN I.C.B.Q. # 5279, I.C.C. REPORT 5279 2 x Rafter "California" Framed "' PHD or HD PER PLAN & - Plywood sheeting per plan SIMPSON CATALOG 4 x 4 POST MIN EXIST OR " \ DRILL HOILELT LARGER NNE NOTES: 2" x R.R. THAN BOLT DIAM. TESILL 1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE & ALL INTERIOR BEARING AND NON BEARING BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES 3-INCH NOMINAL OR WIDER & NAILS SHALL BE FOOTINGS TO HAVE 7/32" SHOT PINS AT 32" O.C. 2" x R.R. OR 2" x C.J. AS OCCURS 9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED. & 48"O.C. RESPECTIVELY: I.E. HILTi ICBO REPORT 11, 12, 13, & 14. 1995 OR RAMSET/REDHEAD ICBO E.N. D 6. WHERE PLYWOOD iS APPLIED ON BOTH FACES OF A REPORT No.1 REPOR.1639, DEC 1995 2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING IS LESS THAN 6 "O.0 ON TO BOTH SiDES IF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL 9. USE 2 1/2" x 2 1/2" x 3/16" PLATE BOLTS. (I.E. HALF THE O/C SPACING) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL WASHERS. 2" x C.J. BE 3- INCHES NOMINAL OR THICKER & NAILS ON BEARING WALL OR BEAM 2 x Cont. "Shaped" wl 16d @ 6" o/c 3. USE 3X PRESSURE TREATED DOUGLAS FIR EACH SIDE SHALL BE STAGGERED. 10. USE CDX. CC OR STD SHTG IN LIEU OF S OCCURS EXISTING FOOTING SiLL PLATES AT FOUNDATION/FIRST FLOOR ONLY. STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE 7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE REQUIRE 2 x Blocking % 5 8" X 10" A.B.'S ®48"O,C. UNLESS OTHERWISE DOUGLAS FIR. OTHER SPECIES MAY / CHANGES. THREADED ROD w/ E�PO4Y I.C.B.O. 4. PAPER BACKED SELF FURRING EXPANDED METAL NOTED ON PLANS. Existing Rafters # 5279 CITY OF L.A. R.R. # 25279 vVl LATH WITH ICSO APPROVAL 11. AT EXISTING FOOTINGS USE SIMPSON EPDXY SPECIAL INSPECTION BOLTS PER SCHEDULED SILL BOLTING EMBEDED Notes SCHEDULE TYPE "D" THIRD ROD (diam) Allow Tensile Load (See Note 1) PHD2- SDS3 12" V 3,610 HD 12" a" 77 TT16 2" 8" 3,480 HD5A 12" 4,010 PHDSA SDS3 12" V 4,685 HTT22 12" g/g" 5,250 SDS3 15" T%a" 5,860 HD6A 15" 6" 5,105 HD8A 16, /6 7,460 HD1'OA 16' 9,540 HUQB- SDS3 15" 8,325 8", PER ICBO #25279 WITH SPECIAL INSPECTION. NOTE: In Lieu of 2 x Blocking nail 2 x Shaped w/ 2-16d ea Rafter r i.- Concrete= f'c=2,000 P.S.I. min. 2: For Raised Floor, use Langer Bolts to extend above Floor sheating vol Is �Ya Mr. Jose Reyes ,• , Description of '• • Room • Addition Relocate• Bedrm * 3 to Extend Existing Kitchen New Mtr i • New r New Bedroom Relocated, New I u Rm Relocated « Extend ExistingY2 Bath 155 • New 'r • Cover CERTHICATE OF COMPLIANCT: RESUDENTLAL (Pw 1 CYJR,:'�: RevessAddition Oct 27,2005'.. H Marco A. .f. 11111 Barclay D Apt. 1 Phone 714 / 470-9162 Garden Grove, C 92841 Mr. Jose Reyes Ph # 714 / 492 - 5314 Description of Job: 745 Sq. Ft. Room Addition Relocate Existing Bedrrn # 3 to Extenif Existing Kitchen & Dine Rm, New Mtr Bdrm w/ New Bath # 2, New Bedroom # 3 Relocated, New Lau Rm Relocated & Extend Existing 1/2 Bath 155 Sq. Ft. New Patio Cover S 1- neet Tm24