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Home My WebLink About10147923.pdf} `LE G N} SYMBOLLEGEND q o ee+ r t a a r A d s y w #r SHT. NUMBER NUMBER r R EXISTING WALL TO REMAIN ITEMS TO BE REMOVE, ♦ * * ! { 1. ONE:R-1 SITE PLAN °GENERAL. INFORMATION 2. LEGAL DESCRIPTION: TRACT:474 LOT: 21 EXISTING FLOOR PLAN ° PROPOSED MAP BOOK:-829-D3 FLOOR PLAN ASSESSOR P.N.: 008-081-13 EXTERIOR ELEVATIONS 3, CODE, USED: 2001 CALIFORNIA BUILDING CODE 4. OCCUPANCY GROUP: R-3 - LIVING; U-1_ GARAGE AREA TITEL 24 SCHEMATIC ELECTRICAL PLAN 5. TYPE OF CONSTRUCTION: UCTIQN. V-N ELECTRICAL LEGEND 0 SECTION A ROOF PLAN . EXISTING. LI lING-SCIUARE FOOTAGE: 745.00 S.F EXISTING:GARAGE'SQUARE FOOTAGE: 441.00 S.F. FOUNDATION PLAN ° CEILING FRAMING ;.' _ NEi oUA { F TALE: 944,5Cf S.F. .- ROOF FRAMING PLAN . A-1 A-2 A-3 CE-1 E-1 S-1 D-1 N-1 1 SITE PLAN an 00U_ 21 t-/ yt1 2r}I-[titt 31-Off 3e-(1t1 tV! a3 VV J V 0. 47.00'PROPERTY LINE &D M ffi .a IG Y ' z cc ems= r " GROUP----- kSJ GRO Uj CONSTR, TYPE NEW 2-CAR a GARAGE PERMITS HAVE BEEN—`1 t,.. ISSUE (UNDER CONSTRUCTION �, IN C ,,, A_ ,- LU 1" 7 ,� j r cc 1 L} 2 t lfi "YSI f sr4S z' 4 r c 4 w , r 4 . b Z »mm RR, E 1 � f tt ` 4 47 r 1 4S tli�at2 A.�# 1wR.T D'e%r 'D�+..'^ tir.2 C'S .a.,'u'. k'+ F j R 11 a - 4 aFire DepaKfflient e .,.. PoliceDe o: Pyam; i e. "M1101 r's,r rLP { t Works fikg l I e ubli t G a77 r 41 511 Y} g N� Grading Permit I art J * x. ..�. r i F `i range Health LLJ LO cc [l. l# LL Ir Nt EXISTING 1 -STORY RESIDENCE 4 r X r? 745,00 S.F. { G r CC r r,r aIG S 1 \ V I S \ a U.. z 4 l crILM '.. W rrgg - Z 221- Siw W're V g� 0.. 0 ICI 1 b3 ' c' `e-^`fit a*ZZ.. Ire�.� 3 (j 1j SJ-011 �r�js e{ 92F ystffi� SEE A A A. P:°v 3,71" s i kdtyµ'cv { iu-' `a; 9 PROPOSED ADDITION � � L, P rN' ! , � � � ,�� t^�L PLA a ..k'7 i..,{ .?.%, e as A{ ft afionq 1}"n sdem %T€#5.a6��wa 6' d+4 56 k>ar C) LL L4 I of Santa Ana. :AI�, CI� ,e violation of any �U, tv j this 1 amp o p cc: C14 .: I t peal,. nor b8 all �� . � � � j I I I A City Ordnancef Sl L, W Cam? LY? a Q,Q' CC Z 1 z 7. ' PR P RTY LINE snA -- G StDE - ra AY RI v _ DATE � 1-03,,�05 PLOT ' EB 042005 DRAWN plv52t0"K E ity t seats Ana J rr .. 0501 OB cC F V NOTE: 'BUILDING 1. SURFACES. M. f•IN SUCH !k i t d ♦ j i i MANNER d TO 7 ! dKE THEM WATERPROOF. 3. PROVIDE WEEP SCREED, FOR STUCCO AT OR BELOW THE FOUNDATION PLATE LINE A MINIMUM OF 4"ABOVE GRADE AND 2" MINIMUM ABOVE HARDSCAPE. DETAIL) { ,r{ EXISTING WOOD SIDINC NEW STUCCO .(EXTERIOR FINISH) I-DAniz ri DA01:0 EXISTING WOOD SIDING NEW STUCCO C3 �.: CERTIFICATE OF COMPLIANCE: RESIDENTIAL t 1-STORY ADDITION Proiect Title Compliance Method (Package or Computer) Climate Zone Building Permit # Plan Check / mate FiOde heck / Date Enforcement Agencv t.'Ne Only GENERAL INFORMATION Total Conditioned Floor Area 944.5 fit` Average Ceiling Height: $t fit Conditioned Slab Floor Area 944.5 ft' Building Type: X Single Family X Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: 90 North / South East West / All Orientations (input front orientation in degrees from True North and circle one) Number of Stories � , Number of Dwelling Units.: Floor Construction Type: Slablaised Fl (circle one or both) RADIANT BARRIER (required in climate zones 2, 4, 8-15) Required for this submittal X yes _ no IMILDING Eti+iVELOPF. IN ILA1112N Component 3 f = woodI R-Value III '1 u i f"t7r Dre rt irve 1211'anCe tfltal -value KQLxssemmX 63-vacti#r art; note' unr t r woxiu-rrarn' watt natal rireces cavil rv-varua insulation e i 'm ` ts for the. Pre IV�P,_ff F,E ESTd2A' 'It)N SI'Iiitl?Tlg Devices I f Compliance Forms August 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-IR 1-STORY ADDITION 1 a-12-04 Project Title bate IVAC 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 tfurmwe, heat Efficiency location Piping Thermostat Configuration Cooling Equipment Minimum Duct Heat Pump Type (air conditioner, Efficiency location Duct Thermostat Configuration heat LwmpVv& cootie ) SEiA} (attic. etc,) R-Value Type JsPlit or ackauc) SEALED DUCTS and TXVs cir Alternative Measures 0 Sealed Dncts�(ait climate zones) (Installer testing and certification and HERS rater field vyrification required) 0 TXVs, readily accessible (climate zones 2 and 8-15 only) (installer testing and certification and TIERS hater or field verification required) 0 Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) (Instalfei testing and certification and HERS Rater or field verification required) OR S) Alternative to Sealed Ducts and TXVS (see Package C or D Alternative Package Features for Project Climate Lone) Climate Zone Window SHGC Window U-Factor SEER Heating 8 .35 .40 11, MIN. WATER HEATING SYSTEMS Energy' External Rated, Tank Factor or Tank Water Heater Distribution Number Input (kw Capacity Recovery Standby 1 Insulation Type T e in system orBluihr) allons Efficiency Loss % R-Value STANDARD GAS STANDARD - _ 5€I .t}53 I - For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btuihr), electric resistance and tic t pump water heaters, list l nergv Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/br), list Rated Input, Recovery Fffieiency and Standby Loss For instantaneous gas water heaters, list rated input and recovery effciencies. SPEClAJL FEATURES add extra sheets if necessa . Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual), Package C: thermal mass (thermal mass type, covering, thickness and description). RADIANT BARRIER Compliance Forms August 2001 Note: Lowrise residential buildings subject to the Standards mast contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the ('ernficate of Compliance, When this checklist is incorporated into the permit documents, the features tufted 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. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER f NI`ORCEMENr Building Envelope Measures: * § iWay Minimum R-19ceiling insulation. y R-30 § I.500): Loose fill insulation manufacturer's labeled R-Value. X 150(c). Miniumum R-13 wail insulation in weicid framed walls or cilmvalent U-Factor in metal frame walls X dues not avoly to exterior Mswalls . # I50(d): Minimum R- 13 raised floor insulation in framed floors. R-19 150(f) - Slab edge insulation - water absorption rate no greater than 0.3q,6, writer vapor transmission rate no greater than 2.0 rerm/inch. § 119 Insulation specified orinstalied meets insulation quality standards. Indicate type slid form. § 116-17 Fenestration Products, f:xterior toots, and infiltnatumYtcxtrltration Controls I floors and windows between conditioned and unconditioned spaces designed to limit air leakage X 2. Fenestration products (except field -fabricated) have label with certified U-Factor, certified Solar I teat Gain Coefficient (SW C), and infiliration certification. 3. Exterior doors and windows weatherstripped, all joints and penetrations caulked and sealed. § I50(g); Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(t): Special infiltration battier installed to comply with § 151 meets Commission quality standards. § 150(e) Installation of Fireplaces, £ Sanative Gas Appliances and Gas Logs - I. Masonry and factor} -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper atxl control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: § 110- 113: 1IVAC equipment, water heaters; showerheads and faucets certified by the Commissiom ss t 50(h ). Bearing an&or ceofing loads calculated in accordance with AS11RAFs, SMACNA OR AC;CA. § 150(0 Setback thermostat on all applicable heating and/or cooling siystems. § I50(j) Pipe and•tank insulation 1. Storage gas water heaters rated with an Energy Factor less than f} 58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2, first 5 filet of pipes closest to water heater tank, non-rccirculating systems, insulated (R-4 or greater) 3, Back-up tailor for sour system., unfirttf storage tanks, or other indirect hoe wafer tanks have IZ- 12 external insulation or R-16 combined imernallexternal insulation. 4. All burner) or exposed, piping insulated in recirculating sections of hot water systems S. Goolmg system piping Frclnw 55"F insulated. 6, Piping insulated between heating source and indirect last water tank. • e 3 of 3 CF-IR CERTIFICATE OF COMFLI�►NC�,. RESIDENTIAL � X X 1-STORY ADDITION 10-12-04 &X Project Tide [Date CU 1�- Eft} t C6fl N CC COMPLIANCE STATEMENT t�- co This certificate of compliance lists the building features and performance specifications needed to comply with M 'SY Cr? Z WTitle 24, Farts I and 6 of the California Code of Regulations and the administrative regulations to implement CCj �. � C2 theta. This certificate has been signed by the individual With overall design responsibility. When this certificateLLJ , of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that 11.1 W is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using 0 U d duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS U_ �. rater. 0 0 Cl7 Designer or Owner (per Business and Professions Code) Documentation Author � EDUARDO GRUZ EDUARDO GRUZ Name: Name: o E.C. PRECISE DESIGN tNtt Title/Firm: Title/Firm: ; 310 N. ALMA. AVE Address: Address: � L OS AN ELES CA. 90063 �~ o' 323-9 938 Bone: / zf Telephone: Tele p lie. /#: .. lic. 9- (signature) (dare) (signature) te)ARAW Enforcement Agency Name: Title: Agency: Telephone: (signatuie'stainp) (date) Compliance Forms Z UJ U fit C.? MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF-IR Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may he superseded by more stringent compliance requirement: listed on the Certificate of Y p g p Compliance. When this checklist is incorporated into the permit documents, the features (toted shall be considered by all parties as minimum conp Pe p onent performance specifications fix the mandat fry 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. August 2001 DESCRIPTION DESIGNER ENFORCEMENT Splice Conditioning, Water ()eating and Piumbin I!"Systeml Measures: (continued) * § 150(mr Dorm and Fans I All ducts and pleimmis installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601, W3, 604, and Standard 6.3; ducts insulated to a minimum installed" level of R-d.2 or enclosed entirely in conditioned space. finings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure sy';tem that meets the applicable requirements of l-R, 181, UL 181 fit, (it U1, 1918, Ff mastic or tape is used to scat openings greater than 14 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned, air. Joints and seams of duct systems and their components shall not be stated wale cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawb ands. 2'Building cavities, support platforms for air handlers, muf plenums defined or constructed with materials other than scaled sheet metal, duct board or flexible duct shall not be used for conveying conditioned an Building cavities and support platforms may contain ducts. Ducts installed in cavities and suport platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and scants o€duct systems and their, compnents shaft not be scaled with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 4 Exhaust fait systems have back draft or automatic dampers. S. Gravity ventilating systems serving conditioned space have: either automatic or readily accessible, manually operated dampers'. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following' Insulation exposed to weather shall be suitable for ouuioor service e.g., protected by asluminum, sheet metal, painted canvas, or plastic cover: Cellular foam insulation shalt be protected as above or painted with a coating that is water retardant and provides shielding fiom solar radiation that can cause degradation of the material. § 114: Pool and,Spa Hearing Systems and Equipment. t. System is certified -40h 79% thermal efficiency, on-offswitch, weatherproof operating instructions, no electric resistanc a heating and no pilot fight, 2 Svstem is installed wth'. itAt least MY of pipe between filter and heater.for future; solar heating. b Cover for outdoor pools oroutdoor spas, i Kml system: has directional inlets and a circulation pomp time switch. S l l s teas fired central furnaces, pool heaters, spa beaters or household cooking appliances have no continuously burning nest light, (Exception: : Non -electrical cooking appliances with ilot<t 50 Bta-fir) a S 1 a t fy Cool Roof material meet specified criteria Lighting Measures: :150 (k )l Luminaires for general lighting in kitchens shall have tamps with an efficacy of 40 lumens./watt or greater for general fighting in kitchens This general lighting shall be controlled by a switch on a readily accessible fighting control pastel at an entrance to the kitchen. § 150 (k )2 dooms. with a shower orbathtub must have either at least one luminaire with lamps with an efficacy of 40 moenslwatt or greater switched at the entrance to the room or one; of the alternatives to this requirement allowed in § 150(k)'2.; and incandescent recessed ceiling fixtures are IC tinsulation cover) approved Z 0 0 J 0 UJ Z UJ f W CC i DATE, 01-2 ,.' , ii ------------------------------------------ � � t t(( j G�.. CALIFORNIA FRAMING „ , ..,.....,. (SHADED AREA) 11 i 4 r i t 4 U-i 1 cc G 3 s i Tf t e� d �e t 1 � i 1 y $a , #jy11 •,E ro rw s ROOF PLAN SCALE: j8" = t_ox� r i x . WO RIDGE. 2x8 R.R. f-- �' -� 2x4 STUD f_--- CRIPPLE WALL �._ ATTIC AREA f 2x6 C.J. W/ R-30 INSUL, LIGHT SYMBOLS: trRECESSED LIGHT FIXTURE .M O FIXTURE RECESS ED MICRO CEILING MOUNTED LIGHT FIXTUREI WALL HUNG LIGHT FIXTURE FIXTURECEILING HUNG LIGHT �f RECESSED «m I FLOURESCENTRECESSED LIGHT NUMBER OF LIGHTS) CEILING X (ms) MOTION SENSOR (LS) I LIGHT SENSOR V EXHAUST I EXHAUST FAN (SEE NOTES) min l� EXHAUST FAK LIGHT Y l EXHAUST HEATER SHALL BE FED Y A DEDICATED 20A CIRCOT (SEE NOTES) SMOKE DETECTORS: CEILING MOUNTED fSEENOTE2) +lF:; a LL MOUNTED (SEE NOTE 2) HW (SEE NOTE 2) RECEPTACLE -G- ! X SINGLE RECEPTACLE • } ! DUPLEX • RECEPTACLE RECEPTACLE . INTERRUPTER GROUNDGFI FAULT wp WEATHER. DOUBLE • NUMBER OF POLES •SWITCH WITH DIMMER V DOOR BELL WALL CIRCUIT PANEL BOX l i FLUORESCENT -_ -- 2x4 ,>TUD k!< BEARING WALL �T 4�34a H.S. - SHEARWALL FROM FOUNDATION HALLTO ;3 BEDROOM ROOF SHEATHING 2x4 STUDS BEDROOM STUCCO 2x6 F.J. W/ R-13 INSUL. (EXTERIOR FINISH) W/ R-19 INSUL. Lj A. SCALE:3/8" v-0 LINEN SD/HW SD/BO LIVING ROOM 4�M �4T 'UF GFI r r Er r _ IEEE, ITCHEN J iOGF j 3g�y ' O 11 KF V f CEi ICaEI ta'Fl D - 1 _. .- ;' GI~I PORCH 4- SCHEMATIC ELECTRICAL PLAN SCALE. 1/4" - V-0" 1 T1 -1 0" 21-61 00 61-011 6A 1" 51-1111 6-211 61-311 (Typ) 24N244 CRAWL ACCESS (TYP.) 2 3 DA Q @ Q D-1 Ilk . . ....... ..... ..... F.J.x6 F. 2x6 F. 2x6 F.J. J. 2x6 F.J.F.J J. A�- --,J\ c. @ 16, O�C,. - O.C. 16"O.C. 16 co 16- O.C. cc) 16. O.C. 10 r- 7 6 D-i 12" LTG. N) (3D U) D-1 r2 Cr cc Pyp�) -1) cc LU 24N24" CR AWL Lu uj D-1 ACCESS (rYp.) 8 (o cc cc (N) 1211 FTG. D-1 (N) 1211 FTG. 2 )l 7 It VD D-1 • _T_ ..... . . . . . ........ 2xf*�_ __v )FJ 2x6 F.J. 2x6 F.J.F.J 2x6 F.J. 2x6 F.J. @ 16"O.16"OC. @ 16 0) I &D to 10 D-1 7 Ic K 5*� , 31-0#1 cr. (N) 12, FTG. Lu cr. Cy) 0 (o s ... . . . . . . . %J Pyp) D-i 9 u') D-1 to 24 F.J. 2x6 F.J. to @ 16. ac. @ O.c Jt� r (Typ.) (E) 2x F.J. @ 16'O.C. uj (E) 2x F.J. @ 16" O.C, cr 8 io u to D-1 to Lj! 3 00 � D-11 D-1 Lo 113 Ln n (Typ) 9 PORCH D-1 -7 - - -- - - -- FOUNDATION PLAN SCALE: 1/4" = 1"41 RAISE FLOOR FOUNDATION NOTES: 1. ANCHORS BOLTS TO BE 5/8" CIA. x 13" BOLTS, EMBEDDED 9" INTO FOOTING WALL AND SPACED AT 4'-0" O.C, STARTING WITHIN 12" OF SILL ENDS, WITH 1/4" x 2 1/2" x 2 1/2" WASHER PLATES (UNLESS NOTED OTHERWISE ON SHEAR WALL SCHEDULE. 2. ALL HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION (UBC 1628.7). 3. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQ'D APPROVED PLATE WASHERS: AND HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING OF THE WALL FRAMING (UBC 2314.5.6). 4, FOUNDATION ANCHOR BOLTS IN WALLS WITH LATERAL LOADS GREATER THAT 300 POUNDS PER FOOT SHALL HAVE AN APPROVED PLATE WASHER UNDER EACH NUT: AND THE NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING (UBC 2314.5.7). 5. ALL BOLT HOLES SHALL BE DRILLED A MAXIMUM OF 1/16" OVERSIZED (INSPECTOR TO VERIFY). 6. FLOOR DIAPHRAGM, 5/8" PLYWOOD, PANEL INDEX 32/16, T&G, (COMMON NAILS) NAIL 10d @ 6", 10', 7. R-1 9 INSULATION (FLOOR AREA). 8.3 1/2" GIRDER POCKET AT FOUNDATION AT END OF EVERY GIRDER, UNDER FLOOR VENTILATION REQUIRED: VENTILATION REQUIRED: 944.50 S.F. 944.50 / 150 6.30 S.F. VENTILATION PROVIDED: 24" x 24" ACCESS PANEL (1) x4.00 = 4.00 S.F. 6" x 14" SCREEN VENTS (6) x .51 = 3.06 S , F. TOTAL: 7.06 S.F. NOTES- 1 . INSTALL VENTS SO AS TO PROVIDE PROPER CROSS VENTILATION. 1. WHERE I IS NOTED AT AN OPENING, PROVIDE HORIZONTAL "ST22" AT EACH CORNER OF WINDOW OR DOOR OPENING (TIE HEADER AND SILL TO WALL). 2. HEADER SPAN LEGEND: SPAN SIZE OF HEADER SPAN SIZE OF HEADER 31�611 4 x 4 S-611 4 x 6 7-61 4 x 8 9-6n 4x10 3. EXTERIOR WALL HT. 1 0-FEET: USE 2 x 6 STUDS @ 16" O,C. EXTERIOR WALL HT. 16-FEET: USE 2 x 8 STUDS @ 16" O.C. INTERIOR WALL HT. 14-FELT: USE 2 x 6 STUDS 9 16" O,C, 4. ROOF DIAPHRAGM: 1/2" PLYWOOD, PANEL INDEX 24 / 0, NAILD 8d @ 6", 12" (USE COMMON NAILS) 0 SHEAR WALL SYMBOL (SEE N-1 FOR SHEAR -WALL SCHEDULE) 5. EXTERIOR WALL R-1 3 INSUL, CEILING AREA R-30 INSUL. 6. NEW OVERHANG TO MATCH EXISTING. 7. FASTENERS FOR WOOD STRUCTURAL PANEL SHEATHING ON SHEAR WALLS AND DIAPHARAM SHALL BE COMMON NAILS WITH FULL HEADS UNLESS OTHERWISE APPROVAL. ATTIC VENTILATION REQUIRED VENTILATION REQUIRED 944.50 S.F, 944.50 / 150 = 6.30 S.F. VENTILATION PROVIDED: 14 x 18 GABLE VENTS (4) x 1.15 = 4,60 Sf, 3" x 14" EAVE SCREEN VENTS (12) x.26 = 3.12 Sf, TOTAL: 712 S.F. NOTES: 1. INSTALL VENTS SO AS TO PROVIDE PROPER CROSS VENTILATION. 4x4 HDR. F_ - 4x4 10R,_ 44 HDR f �D-1 (DE cl 11.75- 2x6 C.J. @ 16" O.C. 2x6 C.J. @ 16" D.C. [x4 HDR 4x6 HDR. 46 HDR, 2XYWRIDG 13 D-1 .............. w 0 cc 4x6 HDR. cc U6 HDR. At rl 2x8 R.R. @ 16- O«C. 2x8 R.R. @ 16" O.C. 22`x30" ATTIC rl 6 ACCESS 2x6 C.J. @ 16" O.C. 2x6 C.J. @ 16" O.C. rl 2 12 11.75 11.75' �D -T- ......... cc cc r co 12 --2x8 J. @ 16" O.C. 2xo.j. @ I ..... . . . . . . . . 0 Xt (E) 2x C,J. @ 16" O.C, All, 2x8 C.J. @ 16" O.C. CALIFORNIA FRAMING (SHADED AREA) TYP. .......... ............. m it.......... 2x8 R.R. @ 16" O.C. 2x8 R.R. @ 16�'R.C. X x r 4x4 HDR, 4x HDR. 4x4 HDR. CEILING FRAMING & ROOF FRAMIN PLAN SCALE: 1/4" = 1i-0" 4! (F 7,I DBE. JOIST --► OPG. } A ♦ 5 Pam.) # �-- PROVIDE 5/8"0 ANCHOR BOLT 2x STUDS WITH "SIMPSON STRONG TIE" SET 1.7 ADHESIVE PER ICBO ER-5279IF EXISTING ANCHOR BOLTS DO NOT EXIST SHEAR PANEL (SEE PLAN) 2x STUDS ° HOLD-DOWN 0 a SIMPSON HOLD-DOWN 2x D.F.P.T. PLT. W/ A.B. (SEE PLAN) B.N. SIMPSON Q (SEE PLAN) (SEE SHEAR -WALL SCHED.) E) FOOTING B.N. Zzo____ e N.G. Lu I (E) WALL � WHEN OCCURS ly REVISION E 24" DOWELS TOP & BOTTOM E INTO (E) FTG. (TYP WI�.RE NEW JOINS EXISTING}, #4 BARS TOP & TIE`W/ #4 REBAR W/ # � BOTTOM 1 �, TIES IN NEW FOOTING HOLFS (PILL W/ _ EMBEC O GB ECG. Itt Ps' NON -SHRINK GROUT � � r� � w TC) EXIST FTG FOOTING TO NEW »S NEW FOOTING s EXISTING FOOTING DETAIL FRONT VIEW CRAWL ACCESS DETAIL� 2x F.J. (SEE PLAN) HEADER ON rSIDEWHEN F.J. PARALLEL]ARE PERPENDICULAR TO OP P.T. SILL GRAVEL GRADE #3 TOP & BOTTOM —2x STUDS ---2x PLATE —SHEAR PANEL (SEE PLAN) -~2x BLK"G (OMIT VENT) 2x4 BLFC'G _� W/ 16d @D 6" O/C FG b 2x D.F.P.T, PLT. W1 A.B. (SEE. PLAN) :7 --.I 1�_ #4 @ 18" O/C EA. WAY d WHEN STEM WALL IS d , OVER 24 HIGH 4 io (2) #4 BARS " TOP & BOTTOM 1'ST. 8" 2-ST. SEE PLAN PARALLEL JOIST Oil EXTERIOR FOOTING SIDE VIEW SUBFLOOR 2x F.J. —�- (SEE PLAN) o 2x4 BLK'G f' W/ 16d 6' O/C G 2x D.F.P.T. PLT. W/ A.B. (SEE PLAN)-' � #4 @ 18" O/C EA. WAY `n cv ca WHEN STEM WALL IS a, OVER 24"'HIGH 4 F-- crs ---- cv as (2) #4 BARS+ TO & B01 TOM co v " 1-ST. 8" 2-ST. IS SEE PLAN uj PERPENDICULAR JOIST ` 26 GA. 2" MAX. TOP OF FLASHING CONC. OR BRICK #3 (TYP.)FF .+.e.....+d d 2x D.F.P.T. PLT. ui z NON-CC3RRISIVE WEEP SCREED ,.�..r .00 C) tii✓ , cc 6 , C t . ]j��d Y��GLUEE) LAW 1. ALL REI 4FORCINQ STEEL, DOWELS AND TIES SHALL CONFORM TO ASTM A it > HAD , UNLESS NOTED OTHERWISE. # 3 BARS SHALL BE ASTM Y A 615E GRAFT 46. 2: ALL REINFORCING STEEL SHALL BE LAPPED AS INDICATED ON THE DRAWINGS;. WHERE LAPS AND / OR SPLICE LOCATIONS ARE NOT SEEM r* « * Ile * } i. �V LAP UNLESS NOTED;0THERWISE. ALLSPLICE LOCATIONS SHALL BE �SHOWN ONSHOP DRAWINGS AND APPROVED PRIOR TO'FABRICATON. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 82 AND A 185. 4. ALL REINFORCING STEEL IN MASONRY SHALL BE LAPPED 40 BAR DIAMETERS ' OR TWO (2) FEET MINIMUM, UNLESS NOTES? OTHERWISE. FRAMING LUMBER BERi 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIROF ..THE FOLLOWING LL.(3 1NG GRADES, CONFORMING TO STANDARD GRADING'RULES FOR WEST COAST LUMBER, NO 16, UNLESS NOTED OTHEWISE: RAFTERS, JOISTS PLATES.....,. ..............a....... _ NO 2 2x AND 4x BEAMS, STRINGERS, AND HEADERS.......,., NO 2 6x AND 8x BEAMS, STRINGERS, AND HEADERS. ......... NO 1 POSTS AND TIMBERS... .. .............................. NO 1 STUDS................... ....s............. ... CONST. GRADE BLOCKING, AND STRIPPING....... ................ ...... STUD GRADE 2. PLYWOOD FOR ROOF SHEATHING SHALL BE CDX, UNLESS NOTED OTHEWISE. USE EXTERIOR TYPE, MINIMUM C-Ca GRADE WHERE PLYWOOD IS EXPOSED TO WEATHER. PLYWOOD FOR FLOOR,SEATHtNG SHALL BE>CDX, UNLESS NOTED OTHEWISE, ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-86. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF THE DOUGLAS FIR PLYWOOD ASSOCIATION. 3. ALL WOOD BEARING ON CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR. 4. STUDS OVER 10 FEET IN HEIGHT OF SUPPORTING TWO FLOORSAND A ROOF MUST BE 2x6 AT 16 O.C. UNLESS NOTED OTHERWISE. FOR STUDS GREATER THAN 16 FEET; SEE PLAN, STUDS IN CRIPPLE WALLS LESS THAN'4 FEET IN HEIGHT MAY MATCH THE STUDS ABOVE. 5. PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. I I FULL DEPTH OF THE JOIST OR RAFTER. :BLOCKING SHALL BE ONE PIECE A dD BE THE E 6. CROSS BRIDGING SHALL BE PRVIDIED AT 8`-Ou ON CENTER MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN 8" DEEP. 7. PROVIDE DOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO THE JOISTS. 8. PROVIDE SOLID, FULL BLOCKIG UNDER PARTITIONS WHICH ARE PERPENDICULAR TO THE JOISTS. 9. TOP PLATE OF ALL STUD WALLS SHALL BE TOW PIECES THE SAME SIZE AS THE STUDS. SPLICES ARE TO LAP 4*-0" MINIMUM AND BE NAILED WITH 12-160 NAILS MINIMUM EACH SIDE OF JOINT, UNIFORMI OALL NAILS SHALL BE COMMOM, 13OX OR SINKER, NAILING SHALL BE PER CHAPTER 23 1 OF THE BUILDING CODE. NOTED11. BOLT HOLES IN WOOD SHALL BEl /32" TO 1/16'* LARGER THAN THE NOMINAL BOLT DIAMETER ALL BOLTS SHALL HAVE STANDARD CUT WASHER UNDER, HEAD AND N UNLESS 12. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO THE APPLICANT OF SHEATHING, PLASTER, FTC.... 13, STURCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESS SPECIFICALLN DETAILS: 14, WOOD STUDS MAY BE NOTCHED TO A DEEPTH OF 25 % OF THE WIDTH MAXIMUM, EXCEPT INTERIOR NOB RING STUDS WHICH MAY BE NOTCHED TO 40 % OF THE WIDTH MAXIMUM, STUDS MAY BE BORED TO 40 % OF THE WIDTH MAXIMUM. EXCEPT INTERIOR NONSEARING STUD AND DOUBLE BEARING STUDS (PROVIDED NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS ARE BORED) WHICH MAY BE BORED TO 60 % OF THE WIDTH MAXIMUM. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF A STUD AS A CUT OR NOTCH.; IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8" TO THE EDGE OF THE STUD, 15, PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALL AT FLOOR, CEILING AND ROOF, FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE ENCLOSED SPACE, PLACE FIRE STOPS AT A MAXIMUM SPACING OF 8'-0" IN EACH DIRECT iON AND AT THE SAME LINES AS THE FIRE STOPS IN ADJACENT WALLS.. AILING SCHEDULE (CB(CBC T" - 1- -1) JOIST TO SILL OR GIRDER, TOE NAIL 3-8d BRIDGING TO JOIST, TOENAIL EACH END 2-8d SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d @ 16" oc SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 3-16 per 16" TOP PLATE TO STUD, END NAIL 2-16 d STUD TO SOLE PLATE 4-8d; TOENAIL,OR 2-16d, END NAIL DOUBLE STUDS, FACE NAIL 16d @ 24" oc DOUBLE TOP PLATES, TYPICAL FACE NAIL 16d @ 16" oc DOUBLE TOP PLATES, LAP SPLICE. 8-16d BLOCKING BETWEEN JOIST OT RAFTERS TO TOP PLATE,TOENAIL 3-8d RIM JOIST TO RUN PLATE, TOENAIL 8d Ca 6„ oc TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d CEILING JOIST TO PLATE, TOENAIL 3-8d CONTINOUS HEADER TO STUD, TOENAIL 4-8d CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL -16d CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-16d RAFTER TO PLATE; FACE NAIL 3-8d BUILT-UP CORNER STUDS 16d @ 24"' oc 2" PLANKS 2-16d @ EACH BEARING ie EPOVANCHORS:, Y THE 1. ALL EPDXY ANGHE.ayi.RS SPECIFIED ON THE PLANS SHALL BE B ONE OF A O Wf FOLLOWING MANUFACTURES AND SHOULD BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS, A- HILTI "HIT C-i 0W EPDXY ADHESIVE ANCHOR LAHR # 249'19, ICBOES # 4419 B- RAMSET EPCON SYSTEM CERAMIC 6*" EPDXY ANCHOR LAHR @ 24975, ICBOES # 4285 C- SIMPSON STRONG -TIE "EPDXY TIE" ADHESIVE ANCHOR I ARR # 25185, ICBOES # 4945 LAHR # 25279, ICBOES # 5279 D- CONVERT OPERATIONS '°CIA -CIA" EPDXY SYSTEM LAHR # 25113, ICBOES # 4846 2. CONTINUOUS SPECIAL INSPECTION BY A CITY OF LOS ANGELES REGISTED DEPUTY INSPECTOR IS REQUIRED FOR ALL EPDXY ANCHOR INSTALLATIONS. FOLLOWING1. THE b D t� RECOMMENDATIONS THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS REPORT. THE REPORT IS PART OF THE PLANS AND SHOULD BE KEPT ON THE JOB SITE AT LLOWING REPORT UNLESS OTHERWISE INDICATED. FOUNDATION REPORT REPORTNO: REPORT Da 2, FOUNDATION EXCAVATIONS SHALL BE EXAMINADE AND VERIFIED BY THE SOILS ENGINEER OR HIS REPRESENTATIVES PRIOR TO THE PLACEMENT OF ANY REINFORCING STEEL OR CONCRETE. 3. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING CRITERIA: BREAKING ..... ............................. PSF SKIN FRICTION ...........: PSF PASSIVE PRESSURE ................. PCF FRICTION COEFFICIENT.,.......,.. 30 PCF (LEVEL) 4. VERTICAL EXCAVATIONS IN SOIL SHALL BE LIMITED TO 5 FEET VERTICAL CUTS IN EXCESS OF 5 FEET SHALL . i b% a R SLOT CUT PROCEDURES # O r ARE TO ALL COMPACT) O' DESCRIBED IN THE SOILS REPORT. PLANSTHE , * It WELDED WIRE MESH OVER 2-INCHES OVER 6-MI'L VISQUEEN MOISTURE BARRIER OVER 2-INCHES OF SAND, THE BUILDING FLOOR SLAB SHALL BE SUPPORTED ON COMPACTED GRADE, BEDROCK OR APPROVED SOIL. BUILDING 7IF TRENCHES OR EXCAVATION OF 5 FEET OR MORE IN WHICH A PERSON MUST DESCEND, ARE REQUIRED, A PERMIT MUST BE OBTAINED FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A « CONCRETE 1. ALL CONCRETE, UNLESS OTHERWISE, SHALL BE REGULAR WEIGHT, HARD 15T C33 WITH T ASTM T AL CONFORM O ROCK TYPE f� PSF). AGGREGATES SHALL { a PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 la, 2. COMPRESSIVE STRENGTHS AT 28 DAYS SHALL BE. ULTIMATE SLAB ON`GRADE ...... 4500 PSI CONTINUOUS FOOTINGS,..... 4500 PSI PAD FOOTING..,..,.... 4500 PSI RETAINING WALLS... .............. 4500 PSI GRADE BEAMS..:,..,.. 4500 PSI CASSIONS / PILES .................. 4500 PSI W/L =0.45MAX. TYP. 3. CEMENT SHALL CONFORM TO ASTM C150 TYPE V. 4. PLACEMENT OF CONCRETE SHALL CONFORM WITH THE REQUIREMENTS OF ACI 301, 5. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN- BE ASSURED. SHALL • ALL s •L JOINTS SHALL BE THROUGHTLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE. ALL * i k DESIGNATED"ENGTH GREATER THAN jj PSI SHALL REQUIRE CONTINUOUS INSPECTION BY AN INSPECTOR APPROVED BY THE BUILDING DEPARTMENT AND THE ARCHITECT. CONCRETE 8. MINIMUM COVERAGE i REINFORCING # SHALL BE AS FOLLOWS: -CONCRETE CAST AGAJNST AND PERMANENTLY EXPOSED TO SOIL ... ...... 3!' CONCRETE SOIL ORWEATHER: ka AND % * i BEAMS k {1 GENERAL 1.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM T THE DRAWING AND V 4/ SPE IFICATI NS. 2. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE ,T RESPONSIBLE -.FOR THE SAFETY OF THE BUILDING HE CONTRACTOR SHALL PRPROVIDEPROVIDEADEQUATE SHORING, AND ND GUYS IN ACCORDANCE RDANCE Y DEVIATION AN DEV AND A SAFETY PROVISIONS. WITH ALL NATIONAL, STATE LOCAL MUSTSE APPROVED PRIOR TO ERECTION, 3. DRAWINGS INDICATE GENERAL AND TYPICAL. DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. 4 ALL E TIL D DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION S F TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 5. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE. BUT WITHOUT GUARANTEE OF ACCURANCY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ARCHITECT SO THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATION" OF DETAILS OF CONSTRUCTION SHALL NOT BE MADE IT CT, TT APPROVAL E WITHOUT' WRITTEN A RO L OF THE ARCH CONCRETE 1. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90-75, GRADE N-1 WITH A MINIMUM COMPRESSIVE STRENGHTjj ' 2. MORTAR tSHALL CONFORM TO ASTM C270-80, TYPEWITH } MINIMUM COMPRESSIVE ST b M* 1800 PSI ♦. 4 1. PART PORTLAND CEMENT, 1/2 PART LIME PUTTY, 4 1/2 PARTS SAND (BY VOLUME). IF PLASTIC TYPE CEMENT IS USED, OMIT LIME PUTTY. 3. GROUT SHALL CONFORM TO ASTM C476-80, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. MIX: 1 PART CEMENT, 3 PARTS SAND, PARTS r PEA GRAVEL. # y WATER * BRING MIXTURE i FLUID 5. PROVIDE TESTS AS MAY BE REQUIRED BY THE BUILDING OFFICIAL. 6, THE THICKNESS OF THE GROUT BETWEEN BLOCK UNITS AND REINFORCING STEEL SHALL NOT BE LESS THAN 1/2", BETWEEN PARALLEL REINFORCING BARS, NO LESS THAN 3/4". 7, IF WORK IS STOPPED ONE (1) HOUR OR LONGER, PROVIDE HORIZONTAL CONSTRUCTION JOINTS BY STOPPING THE GROUT 1 1/2" BELOW THE TOP OF THE BLOCK. 8. SEE REINFORCING STEEL NOTES AND STANDARD DETAILS FOR REINFORCING REQUIREMENTS, REINFORCING STEEL IN MASONRY SHALL BE LAPPED 40 BAR DIAMETERS MINIMUM. 9. SPECIAL INSPECTION BY AN INSPECTOR APPROVED BY THE ARCHITECT AND THE BUILDING DEPARTMENT IS NOT REQUIRED UNLESS NOTED OTHERWISE. SHEAR -WALL SCHEDULE NOTES 10. BEFORE NEW CONCRETE IS DEPOSITED ON OR AGAINST CONCRETE WHICH IS SET, THE SURFACE CONCRETE SHALL BE ROUGHENED SUFFICIENTLY TO EXPOSE THE AGGREGATE APPROXIMATELY • w.r ` a A AND CLEANES EPDXYUSE r REQUIRED. ,! 1. OSB OR WAFER BOARD (I.C.B.O. NER-108) MAY BE SUBSTITIUTED FOR STUUCTURAL 11 PLYWOOOD. 2, ALL NAILING SHALL UTILIZE COMMON NAILS FOR ALL HORIZONTAL DIAPHRAGMS. 3. ALL NAILING SHALL UTILIZE COMMON NAILS. 4. ALL SHEAR WALLS SHALL BE FULL LENGTH OF WALL IN NEW CONSTRUCTION, OR LENGTH AS NOTED ON ADDITIONS. 5. ALL STRUCTURAL WOOD SHEAR WALLS SHALL BE COVERED, WITH A MIN. OF 2-LAYERS OF 15 # FELT UNDERLAYMENT PRIOR TO PLACING FINISH MATERIAL,. 6. ALL SHEAR WALL PANELS TO BE ATTACHED TO ROOF FRAMING, 7. USE APPROVED PLATE WASHERS FOR ANCHOR BOLTS AND HOLD DOWN BOLTS, BOLT SIZE PLATE SIZE BOLT SIZE PLATE SIZE BOLT SIZE PLATE SIZE 5/8" DIA. 2"x2"x3/16" 3/4" DIA. 2.75"x2,75"x5/16" 1," DIA. 3.5"x3.5"x3/8" 5/8" DIA, 2.5"x2,5"z1/4" 7/8" DIA. 3'*x3"x3/8*' 8. EXISTING 1/2" DIA. ANCHOR BOLTS AT EXISTING FOOTINGS ARE ACCEPTABLE. NEW ANCHOR BOLTWS AT EXISTING FOOOTINGS SHALL BE THREADED AND EMBEDDED 4" INTO CONCRETE FOOTING WITH EPDXY (LC.B.O. 4945, L.A.R.R. 25185 OR EQ.) WITH 1.75 MINIMUM EDGE DISTANCE. (SPECIAL INSPECTION REQ'D.) 9. PLATE WASHERS ARE REQUIRED FOR ALL HOLD DOWNS. 10. ALL HOLD DOWN ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING. 11. ALL BOLT HOLES SHALL BE DRILLED A MAXIMUM OF 1 /16" OVERSIZED. (INSPECTOR TO VERIFY) 12. PROVIDE 1/2" EDGE DISTANCE FOR PLYWOOD EDGE NAILING. 13. PROVIDE 3x NOMINAL OR WIDER SILL PLATES THAT REST ON CONCRETE OR MASONRY ARE REQUIRED FOR SHEAR WALL 11-12-13. 14. PROVIDE 3x STUDS BETWEEN ADJACENT PANELS ON SHEAR WALLS 11-12-13. 15, NAILS SHALL BE STAGGERED, WHERE NAILS ARE SPACED AT 2 3/4" O.C, OR LESS FOR SHEAR WALLS 11-12-13. 16. STUCCO SHEAR WALLS SHALL UTILIZE SELF FURRING NAILS (MIN. 11-GA, 1 1/2" LONG, 7/16" DIA, HEAD, GALVANIZED FURRED A MIN. OF I/4") TO ATTACH THE LATH TO THE SCUDS. STAPLE SHALL NOT BE USED, TYPE SHEAR WALL SYSTEM CAPACITY FOUNDATION SILL NAILING SHEAR TRANSFER ANCHOR BOLTS 16d SPACING A 35 SPACING BOTH SIDE 1/2" G.B. 90 # / FT 5/8" DIA. @ 841 32" 4'-0" O.C. 7/8" STUCCO OVER PAPER BACKED 90 # / FT 5/8" DIA. @ 8" 32" ( () LATH W/ #11 x 1 1/2" WITH 7/16" 4'-0" O.C. HEAD GALVANIZED NAILS @ 6" O.C. AT TOP & BOTTOM PLATES AND ALL PANEL EDGES AND FIELD. 3/8*" PLYWOOD SIDING WITH 195 # / FT 5/8" DIA, @ 6" 24" 8d @ 3", 3", 12" 4'-0" O.C. 3/8" STRUCTURAL 11 PLYWOOD 200 # / FT 5/8" DIA. @ 6" 24" 09 WITH 8d NAILS @ 4" O.C. AT 2'-8" O.C. ALL PANELEDGES & 8" O.C. AT FIELD. 15/32" STRUCTURAL I PLYWOOD 285 # / FT 5/8" DIA. @ 4" 16" "(( (4-PLY) WITH 8d NAILS @ 4" O.C. AT 2'-01' ALL PANEL EDGES & 8" O.C, AT FIELD, 15/32" STRUCTURAL I PLYWOOD (4-PLY) WITH 8d @ 3" O.C, AT 410 # / FT 5/8" DIX @ 2'-0'* O•C, 2 3/4" (STAGGERED) 20d NAILS (OR) 12" ALL PANEL EDGES & 8" O.C. AT 1/4" DIA. x 5" LAG FIELD. SCREWS @ 4" O,C. 15/32** STRUCTURAL I PLYWOOD 550 # / FT- 5/8" DIA. @ 2" (STAGGERED) 8" (4-PLY) WITH 8d NAILS @ 2" O.C. AT V-4" O.G. 20d NAILS (OR) ALL PANEL EDGES & 8" O.C. AT FIELD. 1/4" DIA. x 5" LAG SCREWS @'4" O.C. 15{32' STRUCTURAL I PLYWOOD 650 # / FT 5/8" DIA, @ 1 3/4" (STAGGERED) 8",1 (4-PLY) WITH 10d NAILS @ 2 O.C. AT *-4° O.C. 20d NAILS {OR) ALL PANEL EDGES & 8*" O.C. AT FIELD 1/4" DIA. x 5" LAG I SCREWS @ 3"° O.C. 1/2"* STRUCTURAL I PLWOOD 1 3/4" (STAGGERED) 8*t (4-PLY) WITH 10d NAILS @ 2" O.C. AT 690 # / FT 20d NAILS (OR) ALL PANEL EDGES & 8"`O.C. AT FIELD V-4 O.C.@ 1'-4'* O.0 1/4" DIA. x 6" LAG SCREWS @ 3** O.C. W z LLj z I-- 0 EL W i w U cr 7 c1 Q 0 D z ra � co. DATE 01-28-0 PLOT a 1.28 DATE DRAWN EIS, C, I I5B1 SHEET OF SHE5,tS,