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HomeMy WebLinkAbout10146718.pdf102'-0" J_ 251-01 SCALE: I/ I G" : I' C)AK ST . CLOSET BATH LEGEND: EX15TING WALL5 NEW WALLS OPEN I NG5 TO BE FRAMED IN BATH OPEN I NG5 URNS WALL5 TO BE REMOVED U 5TANDARD SWITCH 03w THRET WAY 5WITCH DOUBLE STANDARD C UTLET 5WITCHABLE RECEPTACLE OUTI-ET Gfi GROUND FAULT INTERRUPTER wP WATER PROOf LIGHT FIXTURE KIITCHFN 12 0 V. BATT. BACKED SMOKE DETECTOR f LUORf5Cf NT LIGHT RE CE55f D LIGHT ac. 50LID CORE h.c. HOLLOW CORE 1'. ALL W1 N DOW5 AN D DOORS TO BE CERTI f I ED AND XA/f= /-\I HLNSTRIPPED ALL FLINLI F^1 1101\47>1 G FLOOR EXISTI N PROJECT OWNFR:MARIA MENDOZA PH. (714) 541-2012 ADDITION 12G5 5. OAK,5T. SANTA ANA, CA 92707 LOT COVERAGE I a S.E. LOT SIZEit)u I EX15TING COVERAGE 1575.5 9 PROPOSED ROOM ADDITION G09.5 S.P. PROPOSED PATIO COVER 182.5 5-f. I TOTAL COVERAGE 2,3G7.5 5.f. DENSITY 23G7.5/ GO 18 = 39% APPLICABLE CODES TH15 PROJECT SHALL COMPLY WITH THE 2001 CALIfORNIA BUILDING CODE 1997 UNIFORM BUILDING CODE 2000 UNIFORM MECHANICAL CODE 2000 UNIFORM PLUMBING CODE 1999 NATIONAL ELECTRICAL CODE T-24 ENERGY AND CITY Of SANTA ANA MUNICIPAL ORDINANCES NOTES: 1. ALL WINDOW5 AND DOOK5 TO BE CERTIfIED; AND WEATHER STRIPPED ALL PENETRATIONS SILLS TO BE CAULKED AND SEALED 'ALL GLA55 TO BE DOUBLE GLAZED 2.,, ALL COUNTER RECEPTACLE OUTLETS SHALL BE Gf I PROTECTED I CLOSET CL05ET LIVING ROOM 1­' LAN SCALE: 1/411: 1 .1 S'� (E) GARAGE I E PL.BG PERMIT T YPE: (2��DG ELEc,r MIECH GRADING PERMIT#_�Cj q Lq re '0CC. GROUP -ON STR. TYPE - CODE FLOOD V FLOOD ZONE CERIIiF, R-E-C)"i-) I U10 L ki V�J PATIO/PORCH W/BACK FLOW DEVICE ROOF PLAN SCALE: 1/8" : I' 401-1 G 4 71-011 1 P-101 (N) 5(P40 5L. (N) 50,40 5L. (I-) WALL TO BE REMOVED (E) WALL TO BE REMOVED (E) BEDROOM (ff) BEDROOM 172 5Q.I`T. 158 5Q.ff. C (E) KITCH f (N) TD MATCH FING RM GRA I @ &M BATE BATT (N) 2GG5 (E) WALL TO BE REMOVED (N) HALL �HALL� BATT{E} WALL TO BE REMOVED r 0(S) 77­� BATT (E) BEDROC I Gb 5Q.FT 4040 NEW BEDR OM J I -oil 155 50-17� n 5 0 ALL RECEPTACLE OULET5 IN SLEEPING KQOM5 5HALL BE ARC FAULT RROTECTED (TYP) FAULT Alff I KNNEEfW BED RO 0 M 5 I — 20G5 0" 2GG5 CIO 2GG5 ET NEW rROOM 30 50.fT. ALL RECEPTAC LI 5LEEPING KO ARC FAULT PFC IN NEW BEDROC 4050 5L.[ 40505L. db IIGFI:, W1 LETS, IN HALL 5 2&G5 S.C. L11 M E *4 M Z E _j J 0 z LW Z .0 =LU Z CD UJI D Uj Z Z 0 Uj < . C) U J 0 ,J N�% 41 I? MAKOER A 4- C 0 j Sant, I "a.. 1W 0 2 (E) LIVING ROOM' C' . ..... Subwing �ject To The FolloApprovals-, N Plda�nlninq Department D Fire Department (E) 100 AMP, ELECTRICAL METER. 6/2) C KX�V7 El Police Department Z LU Works G030 5L. Agency 13013 PAN L 5CAL I F 1/4" 1 W/BACK FLOW DEVICE 0 Grading Permit County of Orange Health 'Department 0 EJ Cal/OSHA Ln: C\j 2X8 RIDGE BOARD CIA55 "C" MIN. COMP051TION 5HINGLE5 OVER 30 1b FELT OVER I/2" CDX PLYWOOD OR 112" 05B W1 RADIANT BARRIER 2 X G D.F. NAILED @ G./I 2 W18d NAIL5 12 3 R-30 3 112" LA X0 2XG D�F #2 C.J. @ 24-1 O.C. V I A /2" DRYWALL SAX, 2 X 4 5TUD5 (9) 1 G-1 O.C.(TYP) 0M 6 , , NEW BEDROOM 'kivvls A nt% K- 13 5/8" A.B. I O'LONG @ GO.C. 100, I G' X 2115Q. STEEL WA5HER5 1\10 EMBEDED MIN, 7" INTO CO C. MAX. 12" FROM EACH 3 1/ N I /') maw ��� ....J -Ole 4 ti I aW 2 3 SKEET: 26-0 # SECTION A SCALE 111411 1 1-011 k Of: 5 r-- /—N I I K I r% A I I Z—*. K I r*l I A K I GRADE CLA55 "C" MIN. COMP051TION SHINGLES OVER 30 lb FELT OVERT/2" CDX PLYWOOD OR 1/2" 0513 Wl RADIANT 13ARRJER, NAILED @ G/ 12 W/8d NAILS (TYP) RIDGE LINE CEILING LINE 2 - 14" X 12" GA5LE VENTS A R F: L EVATION 5CALE 114" P-011 f—N I m I'0 (TYP) WINDOW 5CMFDULF 5YL. QUANTITY SIZE TYPE G 1 2016 5L. 0135C. Q 2 2040 SLIDER (D 1 3010 SL. 0[35C. (D 2 3030 SLIDER (D 5 4040 SLIDER 5040 SLIDER DOOR SCHEDULE 5YL. QUANTITY SIZE TYPE G 1 2016 5L, ODSC. 2 2040 SLIDER (D 1 3010 5L, 055C. (D 2 3030 SLIDER (D 5 4040 SLIDER (D 1 5040 SLIDER NO ILI I MTN 10 1 9, RIDGE LINE 7/6'5TUCCO OW) —\ " X 4"5TUD @ I G" O.C. (TYP) K- 13 (TYp)---1/2" DRYWALL FYP) 2" X 4" PTDF SILL PLATE W1 5/6" 0 A,15- 10" LONG W1 2" X 2"X 3/1 G' PLATE WASHERS @48" O.C. (TYP) EMBEDFD MIN. 7" INTO CONC. MAX 12" FROM EACH END WEEP SCREED CONTINUOUS GA 26 GRADE A x x 1=1 i 1 j=I I � � � �\ 111 44 #4 REBAR, TOP AND I? 2� b.:5 BOTTOM (CONTINUOUS) I . - . .- I HOU15F EXTERIOR fOOTING 5111NGLE5. STUCCO. .1 H EXISTING H O-U5rr-- FRONT f ELEVATION SCALE 1/4" = 1'-0" CLA55 "C" MIN. COMP051TION 5HINGLE5 nk/FP 'An 1h FFI T r)vF=p i rnv Piw/nnn RIGHT ELEVATION SCALE 1 /�" 1'-0" ELEVATION NEW MIN. 4" (NOM) CONCRETE SLAB V X G" X 10" X 10" MM @ MIDHEIGHT 2" SAND -G MIL V15QUEEN m t7 r: t zco cn E 'o co E m -J Al, I "A 14 9' 0 z LLI z z 0 0 Z) z 44C z Z 0 z (V cf') C) ry > cl 0 N<N 0= r)<0 Lu J--• s: V J Ln ry c\j A zvo, wt PC EDAM ING PLAN SCALE: 11411 : If 4X4 POST BEAM AT REMOVED WALL SCALE III: I I rr- 2"X2` X 3IG" SQ. WA511 ER5 5/,3" 0 A.B. 10" LONG 7" INTO CONCRETE SPACED 2X4 P.T. @ 45" O.C. AND 12" FROM SPLICES #4 REBAR 12" MIN TOP * BOTTOM SCALE I if: I I INTERIOR BEARING FOOTING SCALE I If: I q.. ISOLATED POST COLUMN 5u CLA55 "C" MIN. COMP. SHINGLES OVER 30 lb FELT OVER 1121, CDX PLYWOOD OR I J2" 055 W/RADIANT 5ARRI ER NAI LED @ G1 12 W186i NAI L5 2 X ROOF PAfTIfP\5 (SEE PLAN) 12 2 X 5LKG W3 31 1 Ga FA (TYP) MIN 3-16d h! 2 X FACIA TO MATCH (E) A-35 @ EA BLOCK TO MATCH EXISTING (2) 2 X 4 TOP PLATES FIN5 7/&" STUCCO "-,4X WHERE APPLICABLE pl- 13 1 DRYWALL 2X4 STUDS @ I G., O.C. (Typ) 3 NON -BEARING WALL ANCHORING I LEFT ELEVATION 0 0 2 - 14" X 1211 GABLE VENTS SAVE DFTAI L Aj 31 -2X I0C-J- - R-30 CENTER POST TO SEAM CONNECTION SCALE III: I I I 1 I i E co Z E 0 c m E < 0 z Z Wz 0 2 k UJ Z rr z .0 ;0 z � p uj 0 Q) 0 r"N C) EEC N<N 0�-- Lu Ln rvo,T Ln Q0 C\j 5HFff: 3 OF: 5 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 1 of 3) CF-1R ROOM ADITION, PATIO AND ALTERATIONS 10/ 1 2/2004 Project Title ate 1 2G5 S. OAK ST. SANTA ANA, CA -�� Project Address LAMAS CON5TRUCTION (9U9) 9OG-3 ! 43 BuildingPcrmit# Documentation Author ii D❑ Telephone Plan check /Irate (5 FioldC'hcck/Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency use only GENERAL INFORMATION Total Conditioned Floor Area G O9. 5 fix Average Ceiling Height: 8 fl Conditioned Slab Floor Area Ga9. rJ ft a Building Type: _,__,Single Family X Addition (check one or more) -Multi. Family Existing -Plus -Addition Front Orientation. WEST North / South / East / 2san Orientations I (input front orientation in deTrue North and circle one) Number of Stories Q N E Number of Dwelling Units: Floor Construction Type: Slab 'sed Floor (circle one or both) RADIANT BARRIER (required in climate zones 2, 4, 8-15) Required for this submittal X yes -no BUILDING ENVELOPE INSULATION Component Type Frame Type wd = wood st1= steel Cavity insulation R Value Sheathing Insulation R-Value Total R- Value Assembly U-Factor' Location/comments (attic, garage, typical, etc.) Wall Wp _ 13 STUD - WALLS Wall Roof WD {Z_30 ATTIC Roof Floor Floor Slab Edge N P, ror s eve co Han i o x-vatue ana s I u-rKw_1 are not mquam iora woo - ea wantuat c -vatue insulation reamgents for the Prescript vo Ea_c see. FENESTRATION Shading Devices Fenestration #g e/Pos. Orien- tation Am (ft) Fenestration U-Factor Fenestration SHGC Exterior Shading Art. Overhangs/ Fins Front Front Leis N I G .40 .35 BLINDS Left Rem` E 32 .40 .35 13LIND5 Rear Right 5 40 .40 .35 BLINDS Right Skylight Skylight Compliance Forms August 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) 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(*) 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. instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: " § 150(a). Minimum R-19 ceiling insulation. R-30 § 150(b): Loose fill insulation manufacturers labcloditValue. Miniurnum R-13 wall insulation in wood flamed walls or cquivaleatt U Factor in metal frame walls dues not Ito exteriormssv walls . * § 150(d): Minimum R-13 raised floor insulation in framed floom § 150(1) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no cater than 2.0 normAnch. 118: Insulation specified or installed meets insulation quality standards. Tndicatetypeand form. § 116-17; Fenestration Products, Exterior Doors, and Infsivation/Exfilttation Controls 1. Doors and windows between conditioned and unconditionod spaces designodto limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration cratificati..on. 3. Exterior doors and windows wcathemrippod; all joints and penetrations caulked and sealed. § 150(g): "Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installedto comply with § 151 meets Commission quality srtaxrarrls. Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built finiplatc: have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper andcontrol 2. No continuous burning gas pilot lights allowed Space Conditioning, Water Heating and Plumbing System Measures: § 110- '113: HVAG equipment, water ticatcrs, ahoweiltcads and faucets certified by the Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA OR ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems §'I50(l): Pipe and tank insulation l . Storage gas water heaters rated with an Energy Factor loss than 0.58 mast be externally wrapped with insulation having an installed thermal resistance ofR-12 or guano. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up Yanks for solar system, unfircd storage ranks, or other indirect hot water tanks have R-12 external insulation or R-16 combined intemal/extesnal insulation 4. A11 buried or exposed piping insulated in recirculating sections ofhot wattrsystems. 5. Cooling system piping below 55°F insulatA 6. Piping insulated between heating ,,on= and indirect hot water tank. Compliance Forms August 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-1R ROOM ADITION, PATIO AND ALTERATIONS 1011212004 Project Title Date E VAC 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, beat Efficiency Location Piping Thermostat Configuration pmnp, ch.) (AFUE orHSPF) (ducts, attic, otc) R-Value ape (split or package) FURNACE 80% APUE DUCTS, ATTIC R-4.2 5ET BACK SPLIT Cooling Equipment minimum Duct Heat Pump Type (air conditioner, Efficiency Location Duct Thermostat Configuration heat Hump, evap. cooling) (SEER) (attic, etc.) R-Value bm (split or package) COOLING 1 1 .0 DUCTS, ATTIC R-4.2 5ET BACK SPLIT SEALED DUCTS and TXVs (or Alternative Measures) © Sealed Ducts (all climate zoncs) (Installer testing and certification and HERS rater field verification requited) © TXVs, readily accessible (climate zoacs 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verificationrequired) 0 Refrigerant ChargelAir Flow (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or ficidwrification icquin d) OR 9 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 6 .1�55 .40 11.0 60% WATER HEATING SYSTEMS Energy' External Rated, Tank Factor or Tank Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation Type Type in system or Btwhr) (gallons) Etiicien Loss % R Value (E) GAS STD. jE) I 5 50 �Nt8` _ ALA 1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and hestpunip watenccators, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated. input, Recovery Efficiency and Standby Lass. For instantaneous gas water heaters, list rated input and recovery efficiencies. SPECIAL FEATURES (add extra sheets if necessary). 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 5ARRiER PLYWOOD OR 058 Compliance Forms August 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) 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 (*) 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. 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). DuctsandFans 1. All ducts and plenums installed, scaled and insulated to meet the requirement of the 1998 CMC Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R-42 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B.lfmastic or tape is used to seal openings Faster than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioner] air. Joints and seams 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. Building cavities, support platforms for airhandlets, and plenums defined or constructed with materiiais other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Duets installed in cavities and suport platforms shall not be compressed to cause reductions in the cross -sectional area of the duets. 3. Joints and seams of duct systems and their compnents shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and dmwbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually aperated 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 outdoor service e.g., protected by almninurn, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a Boating that is water retardant and provides shielding from solar radiation that eau cause degradation of tare material. §114: Pool and Spa Heating Systems and Equipment. 1. System is cadfled with 78% thermal efficiency, on -of switch, weatherproof operating instructions, no electric resistance heating and no pilot fight. 2. system is installed with: a. At least 36" of pipe between filter and heater for future solarheating. 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 hcatcara, spa heaters or household cooking appliances have no continuously burning pilot lit. Exception: Non -electrical cxokin appyinaceswith ilot<150Btti/lrr § 119 (f): Cool Roof material meet specified criteria Lighting Measures: § 150 (k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of40 lumens/wan or greater for general lighting in kitchcns. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an cntranocto the kitol= § 150 (k)2.: Rooms with a shower or bathtub must have either at leant one lunrinairc with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one ofthe alternatives to this requirement allowed in § 150(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) \/ VProvat Compliance Form August 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL, (Page 3 of 3) CF-IR ROOM ADITION, PATIO AND ALTERATIONS 10/ 1 2/2004 Project Title Date COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 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. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using duct scaling and TXVs requires installer testing and certification and field verification by an approved HERS rater. esigne or Owner (per Business and Professions Code) Documentation Author Name: M I GUEL LAMA5 Name: M I CU EL LAMAS Title/Firm: LAMA5 CONSTRUCTION Title/Firm: LAMAS CON5TRUCTION Address: 185C I OTH 5T Address: i 88G I OTH 5T RIVERSIDE, CA 92507 RIVERSIDE, CA 92507 Telephone: (909) 9OG-3143 Telephone: (909) 9OG-3 143 Lie. #: - le 448 5HIC 73 448 (siatum) 419�� / ((ate) (signature) (date) Enforce nt Agency 011 Name: Title: Agency: Telephone: (signature / stamp) (date) Compliance Forms August 2001 N EXISTING CONCRETE FOOTiNG N 4 4 _ DRILL %" DIA. HOLE CLEAN AND PACK WITH APPROVED GROUTING COMPOUND BEFORE INSERTING DOWEL #4 DOWELS (30" Q TOP * BTM NEW CONCRETE t0 FOOTING 4 q q 4 d 24" MIN Ll 4 . cn GO NEW #4 CONT. REBAR 44,1 TOP AND BOTTOM 4 d r---4 �-- q �[i v NEW TO EXISTING FOOTING DETAIL SCALE Iq: 01n/II= ram.r"tADn GA5LE END WAL SHEAR WAL PER PLAI i )Cl @ 4" O.C. ABLE END DETAIL SCALE I"*: I 1 J& 'A 'i 9 O O Z O_ D Z 0 C) J H Z W tf� *Z U J co CC � W+�< rG CJ J M Q Z 'd O n Q N 7 C3 Z 5HEET: Of: 5 11 . .. .1.1. . . .. . . . . . ;. :.' ;. . Y:.• is .: .l ,. - , ,. .. . . .: , .. ,. ' „;.. 1. i. r.. - a ,m' , -.'- ♦ , , , .r , , . . n , taarrwrr� ";... ' 4.: , C .' .. , ' "Jt , _ . _ _ r , .. ,... � � . � . � � . � � I . . . � � �:� : I I I I � . . I , I � ,� _ , f I U Jl I � l t,, I � :. ... -EI . - � � ". .'- FI­_"I� I �. M` I�' I - I I -"� : ".. ; _I. IN` .. 'I ' ' ' I I `-J S "I *, 0� It� TI -.�.1 .GII ''" I .1.1 :' " . . ., 1 . , R�. N, : A�� - ,. ' -` . �*. I,. I . I . _I I. ,. 1. -II. ,. I - "'I ­ I. ." �� -. �I.,. 11t" I .� .. .. O. ��,* _. ... -_...._%. ..1. .. '_., �I ,. "1�i I ... ,., I . � . I . .I,, I� .I . I. , .,. ....� . � . .. .I I I � I .. . . I 'ildin Cade. , I . . - ­­: if ' BED .. . ­ 1: All c4nstructian wiarkmt nship pod rrtaterials shall Conform to the 15917 edition of U+�i pea1 .Builditlg bode eactiept, where" rt14rt strirtgt;nt rta iremehts ...Frarriincj 'st1.a11 _corrfpi}� With 'Chapter>- 23 of fihe .tosses Un bYm g 1 • , � �I ,.1--I " "1I.I., .� "� I., �. �. .I1I.I .� ...I '. i:­, .� I .1 ,,1, '� � � I- I . . I I . . � ,1I,_ are noted or shown art the P#ants.'•.: , �.. _ Z. Ail conneoting hardware; .,joist'.haril§srs, 't#e straps,.. a o, ,shall i.� S#rrfpson Sfrorlg-Tie: ttnless, sated othertt�ise `on plans," . 11:I k . � ,"��� I. ,,. .'II.;� I- ,, .1.� '�.,' 1. ......I1I.I e . I I . .. .t .. I . I .�., 1* w ' . 'The :arc 'i act & s. rt#n. ar , �t t 2, The treater before .ta k lsr s : s ns b fire acrn p:. Cj. hat, kae reviewed for d#rtlensit�nal & exTstin' ells', eortformantse with..the pia.. y g PC onrteat rs' 'at 'ter ' and Sin 'sat? °.BC iZr BCO cannetars at 'ba'ses, s� .I` . g �3. � tlnle�s noted;�,atRieriwise' or: `p#ans;,:'�11 pasts�`.'•s.Yt6:#i have Sirnpst�n . , r~ , ,.p ..., , p.• IP.A"-�% ��'. .�%;.. ,"I �1 . . ,.... t• engi'neer' shall, be notified' of cony discrepancies. ' I �.' 1. .� . �I .I1 �. 1I .. �. , i, ,N- � . � . .I � '`r • - '. - 4. Ilse S'irnpson U-- h0gers orl:ai# joist/tie i r cannect;oriS,..unless no'E'ed atherwide an pia'rxs. t. ' 3. b orking di .. ...m.1,.. . . ... ,t3n;�io .shall oat. be scaled tram' drawings. :. . � 11 . '� „" .,1 ­, - . ,. 5. A€1 bt lts ''beoO ctn'°• vvaod also## have washers Under head or but. .Holes "4or bolt«r shallbe bored' 1 /32" °to 1 /16" larger than , �II I1.. ..."','.'I� �"­.I ,`" I.1 " I 1 4- (dotes a,:nd de ails -on drawings .sha'l'I g ::rlominol':•, hPit:,,.dtoinetetr. �, c3- Erecede 'these '.. ert+"ra# notes, . . . ..1..� '­� . It II- ,11., ,/', .:� ?I t � . ' I . � 5, The design, adequacy and s6fety .af erection,. bracing, shoring, terhporarryy supports, etc., is the sole responsibility of the contractor,' sslld has xtot ... been cansidetd b. Ilse tructurtli' The is responsible for the stability of the structure during the entire .course of construction.I - . ' ' ' ' ' ' ' "'­0 ^'F, ' R AK1,N engineer. contractor . y s e .5i.�. �' '�' The engineer t•:hali not be held .responsible far field inspection/obseN6tii n of the above item, . 6- The vibrational effects' of any mechanical equipment have riot been considered '0y'the structural engineer. ' 1. R2'oof sheathng: minimurr 1/.2" ClbX Stru. ti piywoc?d. pone! index no, 24IO with exterior "glue, Use floc nails at 6'.' O.C. a't all. edges, . 7_ Gcincrete slobs on grate hove not been designed by the struoturaE engineer.1. boundaries and shear walls and 12" o.o. in field. No blocking is required unless noted otherwise on pixies. . . t3.:6a11'owable soli tls'c,ring pressure to be of 1,0(sO sf unless a soil, report is provided. •Solis in the building area 8i 5 feet beyond shall be 2r 1.Fr'amirig around 6pen'ings, trimrhet and- heador jgtpts, shall be doubled. and 'supported by hangers peg -code. . ::,.; . compacted'• to a rrlinir('t'um of 9074 r..elative , o6rnpaevon per U.B.C.. - • 3, 'Ce#ling joists 'per 68� r1able' 23•=(-1,V--J--3 " . , � $. At the l eginiri��j of each -job the contractor, , shall meet with the' ioval building official to confirm irjap4ction requirement of the local jurisdiction; 2x6 .0. •: V, O.p. ; -- max span, - 17+�� •-8. , .. , 2x8 0 1 R" '0",c, — maX spur- = '2e3.,r-4" � V vATION NO"�v"TEOS . 'L R ' t. � � F.; � .1 I I .. � I I G I � . � � � . . ­. � � . ­� . . . I � I . . I . 1. �. I . 11, . I�, � I ��r . , 'i,. . I ±II su , r ii b b e snail 'be ins acted .b a representative of the sot engineer, and (Dent I'. °! [ I wood Index ..No, 32 ,16, 40/2'0 or" 48/24 with .rxterior glue, Use 10d, . nails C 6" a.c. A bg .a e, prepara'tion 'fir bearing, fill mattarial, and pavelitent/sic as p y .1, F'loor sh�eathln'g:. rr7inimum ,3/4 - CDX Strll ..11 *C p y , „ 'in lieu 5 8"Plywood). (� . of Dui#dtir r,irts,peati�r, if ret{'ttirpd', prior to the ploc#tat of concrete, at' all e,; pay p"rt? 4r°res,.shear wolfs.,. and. 12• o.c. in fleltl•. All edges •b#ooked Qf dectis. (Alt...•t9/32. fl,5.6 /. '. � 1338. . Dick ca r:: f1E - d-'TEX„as der m4rt�Efiaott�ne specs; ,ld96, 2, :the rrliniehucr sill f 'r i ' hit 'be :$" d'someter anchor Molts with 7 mjr, et»bedrrlenf' iri 'ponccete `Yi?itt2''pacit?g no greater , , ng o sll'l plates to fouridat on s a 8j ' " . • 'ti f #1 a en $.' . h r bol . n. :'re rTa t u a : ' o is tl , for ) f e 1 U i" wit#ah f]CE? er 8 . jc. I r t a, t3 shear. ached fe u . rin' ' wval s fad "titan 8 ' a:c, •"or ftsrfiiel 'than •'12 from corildrs :(mbn. 2 bents pdr pier,... So�i' •faundat#I I 'pima and e p g .. € 2. Provide C-O tinpou'g al oking,: f its een. floor joists "udder:`` 6ea , g p P j . " 3. Plote. wri`shees a minimum o 2' inch •'b - 2 inch .ti' S ' 16 inch thick, •shalt be., used errI each •a'itc`hor fi:ci,'t;.` • 3: -Provide min mum of .d6ul #`e" floor joists under all-paralial ,•bearing partitions, I. ... .f y Y i ' . r f lathSck tKss cr with fiEter• mesh over 2 inch of •sdz�d .ever n a ~ti' an ers ar'.co e. me a r3 ubled d su rt d h 4, .Slab ; ot1. grc d :. mini uirl 4 ctinGrete stab ritll Rtx6=10/10 Ni,fiN;M. ce s 4. Taming. around openings: tritrltftL'.r 'an •treetop: joists shblf • be do a pp $.. Y . p 5I .(hate I. iI . , . illik. vls4"eb over compacted 'soll, unless,y'nbte d o`therYrise an plan. . 5, Wipe or, ducts that eafaerrd ohs -third the s(66t':or concrete wait thickness shalt riot be placeRd•in'st1uttfLlral`'otin4rtte% Unless apesifi'lcaily "detsli.#ed.,. - • • .I . , , • '* " ``I �, i I_ M r „ - Im t t� W .I 4) -4 rr , - ��ly,��� t /I/ 6 ♦ate M�, Mf C 0 ' „ ' ,.,a /� E V,t -1 .. r A 0 .J ' S 5 Z a i ' W '" 4 o 2 ,c , G Z .! /;- G n I Z ... I I I I I . I 1I �I ,.�.. . I I , t I . . I � 1 "I "II.:�1­.� �"1���,.,I.1 I,,I.'�III.��.I.."-.t',,L, ...­-.f.-.I I.'�,�,.,. 1..,'1 �....', .. ,�t:,_.,..�4,I1-,,I�6I�,�.I ,-',1;."_.oI . ,,...,7'.,. . :.':��� 1:.,1,,."ClI .;",,:, ._,­ . .1,­_ � ��-�,..�-�II ��, ', , ,.� ,., ,, t . .. ,i'I.� 1I. 1r 1.,1.,._ �,I'�.1I'1:1�,1.� 1.". �. �,, 'I ,�1..I,�1..r"4,�"�� -�- " �- .1.,"��,_,, ,'"n�'.,, .I..I,. I . t% . ',,.� ,- ._" ��, .,�I,I1._ ., � . ."I.',.1.,� I ; " ,I .ii.-� �'",. . ."' :I.: 1tI 1.�...11,�'_�... '�I ;- �t.", I ..�,�'y11_�, , I- '`. � I.. .�,� -.., "1. �.;i. I�. I.. ,ll I. I. , , . ��,': i1�1����:',-�","�I� �, , .�,,.1I: '"I -�::i,1. 1."­.I'1:."�.� .�:�,, . "_�.1 .'�...�', ,- , . -1 /'_-t . :'r, ` u " i 'imam -.' 4"' etnl}•et9tent ,,: - _ .. ... ... 6, Ear stl bolts I tit existiri foati s use ` red 'heard 1080 ' 1372 -the earth size &. spacing as Culled ftsr"01y`' plil s'> n % ;. e � - ' ,,..: .. - ; '7..oei stew: 3tio exisiiri • slabs w ' ;:.::. „. „ g, / #4..rebdr '4 24 o.c., and•�fotatirsg`s• w/ daweis to matclti` new.re#nforc�mettt'sixeflticatiorr. _. __ .._._....__.--_.._-_._ _ ...w.. __ _ _. , .....:' .. .. . . . ,,, .'' - s arts, wood stU.cls; shall 'be' as fbilowst • ` `` `:;. . , ' - :.1 - ,;" ...::.. ''' • � a nd one roof step(( have: v max : ;height of 10 feet ,'.' :.' . Ui7less at,. noted on': pl. `` ' . • . ,t a, t 14 $ . NA#UNG SPECIFIED FOR STUCCO AND GYPSUM WALI 90ARD 2xA . + a `, Bestir(' VO 1`F sutyp�o�fi`ii`' a ,max of, site flt�ar . a NO 2x4 1t?' o;a.• :tin $eartri' vi+J!},; s111# Faye ci rrigx:',heigh. of: fest, .:: I _., era 'f: steel # iiiay.' 'a "tncix.:I1e1 ht of 9O feet APPLIES TO -ALL STUDS, TOP AND BOTTOM PLATES, AND ";: >, .T� .. 9 ;... . . 6„ ' Yri;`.I t• . -floors. 'dd sa e , . � ',� ..,. , •2x8 Ci: -I & ' `; '$etsai log via{ .;sv,'port'tng .;a rrlaxEt. f ydfa. rt r7 1 :. :, . ;'; o ;. . Vi. ...V,�''1 `" . ,,.- ,;,., �'.A.. ;'I A� .'. b..� ,.,I,S'1,� L. I I T. �- ,'� . .'.�. .'1-.. ',.1I�: " . ... "I'. ,� r-K'�I ,� IA, .I t, .F�'.'-..,"'�.,7I."' 'I-. . T1 -N­ 1,1` ,. -, ",-I 1' *,:,�.r ,.. .;1.,0-1� . " R�I .I. ..:_:I,I ..._. . ..� ,.. -t-�,;��., _,.- .S�,.1" :I,l1. ' t.�', .,1,F.. , w BLOCKING IF AN . . f' ( Y} :,;1,T. It".� . S ry 2x6.. '16 o:c. t�lan �$earii ? a 1 . st q,#',give o 'rnaxllt°tutrt h$lght 2Q feet. ":� . t''=.'sIo tsd''`c ilia' s shi ll. b' `4,ollon fr*M',4:d, °bauble to later shall .alvta s be'"supp'at ld say a roof 'or oeilirtg diaphresgm< 2, NAILING SPECIFIED FOR PANEL APNt lES To 'ALL EaC,ES � ­,, I", �I.O..I ..,- ,,..i,,... ..'�I -'.'� �II RII,,0. ,' II IC. I -'-1'I.: ,, - 2, :Ralxsb Wfllls. r djszotlftt o Z , , g. ' ,.:: P OF MATERIAL, IE AT TOP AND BOTTOM PLATES, STUDS, re ive' stren 'th pf 2500 si '.in, 28, days. , . AND BLOCKING ?REWRED UNLESS SO NOT®). ALL 05B ANa 3'.:.:11,,'less;; otix t #Ise noted orb "#arse.. coricrate shall'. have fit..' rrainirnuriZ' 'aatYlp >S 9 ,p l! p " � -I,I II�� ' .�� .�. ., .� -. . .' :.�.:..'I 1." .., ;.,�_1I1-t�.. I'.,�� .. f t . 3,, °Sheet wail' panel rrsust': e 'catatintiio.tas' tQ; the tap' Plttite> Sheatliirtg spat# have ,al.I edges `I?#oekad & ond- appropriate shear Irons er hfti PLYWOOD SHALL ALSO BE NAILED AT INTERMEDIATE STUDS. . . ..+2. C mails. steal%'act. Ff�irrs. ts' S? t C--15 ` • ' . ilitr9 fir s4 :fit>fMaatt`ttng, `` •._, AT 12" MAX 13C USING SAME SIZE NAIL AS SPECIFIED . O t lk_ Q ., . FOR EDGES. , )i•'.. ., , . fie. ,; . r . is •:.,,, �, ";"..,4 ' , ' ' r:,; :,_ - r. a, .;;; `: stud • .ail •• ' A re t$•. - ,.,'. ,,':' a s i3 canto ' ':`'I?,touif3`e 1K6s'tet^ i>I' rrsc3ing ? tpproxiinrate;'�;4 tls ieest ever. 25 its alI w 3. PLYWOOD'SHAR1.'BE C^i1, G C. OR SiftI3CFLIfiIAi ll >" <, - ?,':;r10, .9.: .,..,Itcl rm to`'�tSTM C-33>' " ADE ',It�'.� - - . �,I_,'.I,.NI� II�I3�I '. - , ,. 1;­*' .-I�, N, ,`..•• nett°,; h0iithed: "'''Brakes ,tO :ruYc,'ccrntiriuqus 'l=rprri, 'tap pinto'°'$(a sill plclte. MINIMUM, UNLESS NO ED O7itERWtSi~ ABOVE FARTICLEBOARI� C M 2 OR HI-S r �ted otherwrise 'an .lcrls: , 4rw.'t,.rnei .,'sl ''be. r1s l '-e fotmsd=.with a 3 4 chatnfe untessr', p. " s , �t ,, ems, wgtts' tirld. Colum she# b / " 4 STUDS SHALL BE 2x4 MIN AT 16 MAX 00 UNLESS NOTED B. uiz#e= to late l ilil• `be Ict •' ed`, rnlm :4.8 • at Litt �spiices'. and "shall overlap at. corntaPr, :..., :.". � ...n,. i sl . p`` f? . 'p. , OTHERWISE " �:;";for ffoor sl�i�"provide '1 deg sow' cuts or const"rucrfort' jbints'.ot a maximsts, of 1.1 feet o'.c. each waY, in s�uaOre' pattern, U.N.O. .',�. �1't. . .t.­,'I �. I I. I .I . " I. . . . `II. �"� 1��I . I�,. I I .�. .I. . �.I _._� :...:° p :•' ' :` '.,: _:... rig and, not=~hln �f .Wall °, tpds-.shtai#>.be' "cos `foltoytst 4 . €. au�' PLATES _.... .:,:::. . �,.,. ,� .,-'..,O,­Ii_.� ,: :I. ,.. .I. 'ldat6,hing..'moxlmurn: 2" '"ssf wltd$#f .pt? 'bs arin walls I ::=.5 tI­ �". ,,.*,.11�,1­. ,.:1I,1� �t,I -- ­ �:�,. �',, '� 1,..�..I - -"� �. ,. I.�.�'. ,,,I . �e �- ,.;.-,�,. . . .�,. :, , . 4O%"_ of ,Width-, sari .hon--:bearing watts . 1$d AT 4" OC FOR FULLELENG7if OF SHF�.AR WALL ^I-�:�,-*.'�. ,IIET ' ' ,�I.. 1� 1. I q maxirrlvm: 4f} off. vtflclth . on kfetiring, .wall - ­�, . . " ­ .��I-_I. , � ��.� ,�.-�I I .I ��:-I . � ..'._ ....� IIi .i Ii. � . �.i1i � _.i . s t�f n" . i of,"I1,. 10..7"�. �k� -�1 - s ,,.,_ _' 4 ar w.I n n- n ` ' 60f ' of ' Oeb o .r$rz het 9 " ,. :,• .. from e • e of scud to hole shall be resvided.,I11,1 . . I I.� ". .­..- .. . . .: ,, �1. . .1�I - "I. . �-��, .. . . Note A mix#, of 5/8 . cieirsratice sIg . p . . . . , ry 1...Re nforein.. tot T 1 rode ' as noted: .. ,�,;,` • , i g. s e... shaall coplcsrm to the r�S M .AR6.5, s3 d . . . . II . , .� Alto. #:fir : Grasse 4fJ fJ1APHfAG.vI , . 4,'bars'ln. elrtls or site evork Grade 4Ct 8�1UN1lARY •�, . .::1 - 4 • oars :;it> ails and foundation Grads 60 , �,,. 7 ...­ `� I -. . . —\.-��� ,I- ��I. 1,"' 11":ff ....I1. • J5..pnd lfol" - Grade 60 - ...-•• > ' ^;I :1�1�1I �I..I � �I- . 1­10�. . .I ­. ".: -. .,; .K .� .I . �II 1I.. I *. . � . ._I' - ..-... 2. Alf reinfar..cRrr 's eel orr r l nd other 'rise s shall be secured in place prior to placing concrete or grouting, -of masonry. 1. florin and notching o€ joists:. , ...... . 9 t .�;.­"R�"ti,."_�, I,,,�"',.1' , .> , chv (acts, a insets r 9, • Boris - Max, diameter of: hoie sho4l not exceed 1/3 of dressed depth of joist 'With rain; edge clearance of 2 inches. `-� . 1 " la . th. No 'n. t his is allowed in the center third of the joist , . — '. '' ':• ., , 3. RelhfgrciFn :�4;sea` riZ;iay .be lac s "(iced with 50 tsar. c!'sameter in mason or, 40 bar diameter in concrete with min. S p Notct)rng - Max.',depth at ends shrill not exceed 1/4 of dressed dap o c 9 . . :.. p . rY Ib �" -,�.. LEI� , ...�.� I' .`���':.I­.'. L . I.� . . ��-� '. . ._L&NI . .I. . . '.oa .u-II"I � -,0 � . . s, an Nott~#iln' , in other lrs'c. ttons. shall be in the compression' side .with a , #tax. depth o€ 1 /6 0€ stet' Dist' de th, 4X$ 'PiY1fJ}Cl 1 p 4, Provide the' ;t...1,lo'vIn minimum concrete cover: , � .1.'"... . - " �_. � : -, , '.`� . .'.1J...-r. I *� '"*I .­ 1�4, .0 7 c. e.. Sur£aoa ' cast a Christ earth - 3" 2. Where threes or more joists are :used the' joists shall be bolted. together with 1 /2 " diameter machine bolts w/washers at 24" o,c. f ; �. . ­­�.� '1I.I I_, .1­,: . a ..,�I � ' .I -',I.�. , i .1I - -1.1, 1�4I­ �I 1�I ,. . I I- , 9 PANEL : ExpExposed' to eat^th or weather -•- 2'" staggered. Bolts shall be' re£ightened prior tO• applying finish materials. _ ' .expos+ci' ;o vreather ar earth - 1„ „ , . 'A� ,.M . '1I 1 I. . .UI I . I �. I �1 ' ,I .I'� .'. ,I� ,, . I � , ��.�-, . ,t, I 1I..1*, �"� .,I 1. .I. I 11 III� �. I . ­. . L. 0__ . � r I - -. . I1.� , I I'llII I. . -I ,,. I% .,.. � .r.. I--. d �. �/"X., ��,-N ,­,`_ �1i .1 ,l.--.;- . �'y ;l.� ,I,- _­­ I � ,.��- . 1e� I. . .I',A, 1 1.. ,. . . II' . I� ... I,".- T, . -% ',�I, . ���. . .I. jI .. 11-.:.I�. ,­� ,� ,r ..I .'I, 1 �:. I. .% 1'1�.� .,.I� 1I. . . t, fie hail la ai s (ices a 'ruin. of 4 inches with, 3 -i 6d nails. MAC NAIL C(N'TIi 41C)tJ5 , eclat ' ana Coictmn 1.5 .3. Joists/r,a rs s,--,- . ,��. I ) _�, _ , ,I ,"�".�,._,. , . _­.. _,­I;I_.. .�1;/\ :�.,-_�,1 ._- .I�_,-.:. :_, ,,6�. I.. . , / I. ,I .. iI , � ,II .', , . I :�i- it�..,. - . I. ,,I- . .0 1, .I I .-�_ 0I I� � T P Ra �\� - ` %iI .I 1 . Slab' on `grlde'. - mild depth SPACIRG. /aT ,' PANES JOIN 4. Crass bridging or 2x ,blocking shalt be provided q 8'�-G" o,o.rnax. for all joists and raf+,ers more than 8" in depth. 0 "' 5.::.;Nitmber 5 4r larger reinforcing. bars shall not ' be re bent. i�l�D � PORT D ".I-.. ., I ANfl SUP#a£7RTirIS I I. Pravi arts ize and number as vent ;cal Wall or co#ulnn r�inforeing. Douaels shaA a, 2x solid blacking shal3. b� placed betweeh joists or rafters at aI# su,pports. EDGES IS 6„ 4 ," I I .. 6, de dowel In footings and'/or 'grade beams 'the s e s. . have a minirntsrn, projection' equal to standard top splice ,unless noted otherwise. ..> "I "II.:�1­.� �"1���,.,I.1 I,,I.'�III.��.I.."-.t',,L, ...­-.f.-.I I.'�,�,.,. 1..,'1 �....', .. ,�t:,_.,..�4,I1-,,I�6I�,�.I ,-',1;."_.oI . ,,...,7'.,. . :.':��� 1:.,1,,."ClI .;",,:, ._,­ . .1,­_ � ��-�,..�-�II ��, ', , ,.� ,., ,, t . .. ,i'I.� 1I. 1r 1.,1.,._ �,I'�.1I'1:1�,1.� 1.". �. �,, 'I ,�1..I,�1..r"4,�"�� -�- " �- .1.,"��,_,, ,'"n�'.,, .I..I,. I . t% . ',,.� ,- ._" ��, .,�I,I1._ ., � . ."I.',.1.,� I ; " ,I .ii.-� �'",. . ."' :I.: 1tI 1.�...11,�'_�... '�I ;- �t.", I ..�,�'y11_�, , I- '`. � I.. .�,� -.., "1. �.;i. I�. I.. ,ll I. I. , , . ��,': i1�1����:',-�","�I� �, , .�,,.1I: '"I -�::i,1. 1."­.I'1:."�.� .�:�,, . "_�.1 .'�...�', ,- , . -1 /'_-t . :'r, ` u " i 'imam -.' 4"' etnl}•et9tent ,,: - _ .. ... ... 6, Ear stl bolts I tit existiri foati s use ` red 'heard 1080 ' 1372 -the earth size &. spacing as Culled ftsr"01y`' plil s'> n % ;. e � - ' ,,..: .. - ; '7..oei stew: 3tio exisiiri • slabs w ' ;:.::. „. „ g, / #4..rebdr '4 24 o.c., and•�fotatirsg`s• w/ daweis to matclti` new.re#nforc�mettt'sixeflticatiorr. _. __ .._._....__.--_.._-_._ _ ...w.. __ _ _. , .....:' .. .. . . . ,,, .'' - s arts, wood stU.cls; shall 'be' as fbilowst • ` `` `:;. . , ' - :.1 - ,;" ...::.. ''' • � a nd one roof step(( have: v max : ;height of 10 feet ,'.' :.' . Ui7less at,. noted on': pl. `` ' . • . ,t a, t 14 $ . NA#UNG SPECIFIED FOR STUCCO AND GYPSUM WALI 90ARD 2xA . + a `, Bestir(' VO 1`F sutyp�o�fi`ii`' a ,max of, site flt�ar . a NO 2x4 1t?' o;a.• :tin $eartri' vi+J!},; s111# Faye ci rrigx:',heigh. of: fest, .:: I _., era 'f: steel # iiiay.' 'a "tncix.:I1e1 ht of 9O feet APPLIES TO -ALL STUDS, TOP AND BOTTOM PLATES, AND ";: >, .T� .. 9 ;... . . 6„ ' Yri;`.I t• . -floors. 'dd sa e , . � ',� ..,. , •2x8 Ci: -I & ' `; '$etsai log via{ .;sv,'port'tng .;a rrlaxEt. f ydfa. rt r7 1 :. :, . ;'; o ;. . Vi. ...V,�''1 `" . ,,.- ,;,., �'.A.. ;'I A� .'. b..� ,.,I,S'1,� L. I I T. �- ,'� . .'.�. .'1-.. ',.1I�: " . ... "I'. ,� r-K'�I ,� IA, .I t, .F�'.'-..,"'�.,7I."' 'I-. . T1 -N­ 1,1` ,. -, ",-I 1' *,:,�.r ,.. .;1.,0-1� . " R�I .I. ..:_:I,I ..._. . ..� ,.. -t-�,;��., _,.- .S�,.1" :I,l1. ' t.�', .,1,F.. , w BLOCKING IF AN . . f' ( Y} :,;1,T. It".� . S ry 2x6.. '16 o:c. t�lan �$earii ? a 1 . st q,#',give o 'rnaxllt°tutrt h$lght 2Q feet. ":� . t''=.'sIo tsd''`c ilia' s shi ll. b' `4,ollon fr*M',4:d, °bauble to later shall .alvta s be'"supp'at ld say a roof 'or oeilirtg diaphresgm< 2, NAILING SPECIFIED FOR PANEL APNt lES To 'ALL EaC,ES � ­,, I", �I.O..I ..,- ,,..i,,... ..'�I -'.'� �II RII,,0. ,' II IC. I -'-1'I.: ,, - 2, :Ralxsb Wfllls. r djszotlftt o Z , , g. ' ,.:: P OF MATERIAL, IE AT TOP AND BOTTOM PLATES, STUDS, re ive' stren 'th pf 2500 si '.in, 28, days. , . AND BLOCKING ?REWRED UNLESS SO NOT®). ALL 05B ANa 3'.:.:11,,'less;; otix t #Ise noted orb "#arse.. coricrate shall'. have fit..' rrainirnuriZ' 'aatYlp >S 9 ,p l! p " � -I,I II�� ' .�� .�. ., .� -. . .' :.�.:..'I 1." .., ;.,�_1I1-t�.. I'.,�� .. f t . 3,, °Sheet wail' panel rrsust': e 'catatintiio.tas' tQ; the tap' Plttite> Sheatliirtg spat# have ,al.I edges `I?#oekad & ond- appropriate shear Irons er hfti PLYWOOD SHALL ALSO BE NAILED AT INTERMEDIATE STUDS. . . ..+2. C mails. steal%'act. Ff�irrs. ts' S? t C--15 ` • ' . ilitr9 fir s4 :fit>fMaatt`ttng, `` •._, AT 12" MAX 13C USING SAME SIZE NAIL AS SPECIFIED . O t lk_ Q ., . FOR EDGES. , )i•'.. ., , . fie. ,; . r . is •:.,,, �, ";"..,4 ' , ' ' r:,; :,_ - r. a, .;;; `: stud • .ail •• ' A re t$•. - ,.,'. ,,':' a s i3 canto ' ':`'I?,touif3`e 1K6s'tet^ i>I' rrsc3ing ? tpproxiinrate;'�;4 tls ieest ever. 25 its alI w 3. PLYWOOD'SHAR1.'BE C^i1, G C. OR SiftI3CFLIfiIAi ll >" <, - ?,':;r10, .9.: .,..,Itcl rm to`'�tSTM C-33>' " ADE ',It�'.� - - . �,I_,'.I,.NI� II�I3�I '. - , ,. 1;­*' .-I�, N, ,`..•• nett°,; h0iithed: "'''Brakes ,tO :ruYc,'ccrntiriuqus 'l=rprri, 'tap pinto'°'$(a sill plclte. MINIMUM, UNLESS NO ED O7itERWtSi~ ABOVE FARTICLEBOARI� C M 2 OR HI-S r �ted otherwrise 'an .lcrls: , 4rw.'t,.rnei .,'sl ''be. r1s l '-e fotmsd=.with a 3 4 chatnfe untessr', p. " s , �t ,, ems, wgtts' tirld. Colum she# b / " 4 STUDS SHALL BE 2x4 MIN AT 16 MAX 00 UNLESS NOTED B. uiz#e= to late l ilil• `be Ict •' ed`, rnlm :4.8 • at Litt �spiices'. and "shall overlap at. corntaPr, :..., :.". � ...n,. i sl . p`` f? . 'p. , OTHERWISE " �:;";for ffoor sl�i�"provide '1 deg sow' cuts or const"rucrfort' jbints'.ot a maximsts, of 1.1 feet o'.c. each waY, in s�uaOre' pattern, U.N.O. .',�. �1't. . .t.­,'I �. I I. I .I . " I. . . . `II. �"� 1��I . I�,. I I .�. .I. . �.I _._� :...:° p :•' ' :` '.,: _:... rig and, not=~hln �f .Wall °, tpds-.shtai#>.be' "cos `foltoytst 4 . €. au�' PLATES _.... .:,:::. . �,.,. ,� .,-'..,O,­Ii_.� ,: :I. ,.. .I. 'ldat6,hing..'moxlmurn: 2" '"ssf wltd$#f .pt? 'bs arin walls I ::=.5 tI­ �". ,,.*,.11�,1­. ,.:1I,1� �t,I -- ­ �:�,. �',, '� 1,..�..I - -"� �. ,. I.�.�'. ,,,I . �e �- ,.;.-,�,. . . .�,. :, , . 4O%"_ of ,Width-, sari .hon--:bearing watts . 1$d AT 4" OC FOR FULLELENG7if OF SHF�.AR WALL ^I-�:�,-*.'�. ,IIET ' ' ,�I.. 1� 1. I q maxirrlvm: 4f} off. vtflclth . on kfetiring, .wall - ­�, . . " ­ .��I-_I. , � ��.� ,�.-�I I .I ��:-I . � ..'._ ....� IIi .i Ii. � . �.i1i � _.i . s t�f n" . i of,"I1,. 10..7"�. �k� -�1 - s ,,.,_ _' 4 ar w.I n n- n ` ' 60f ' of ' Oeb o .r$rz het 9 " ,. :,• .. from e • e of scud to hole shall be resvided.,I11,1 . . I I.� ". .­..- .. . . .: ,, �1. . .1�I - "I. . �-��, .. . . Note A mix#, of 5/8 . cieirsratice sIg . p . . . . , ry 1...Re nforein.. tot T 1 rode ' as noted: .. ,�,;,` • , i g. s e... shaall coplcsrm to the r�S M .AR6.5, s3 d . . . . II . , .� Alto. #:fir : Grasse 4fJ fJ1APHfAG.vI , . 4,'bars'ln. elrtls or site evork Grade 4Ct 8�1UN1lARY •�, . .::1 - 4 • oars :;it> ails and foundation Grads 60 , �,,. 7 ...­ `� I -. . . —\.-��� ,I- ��I. 1,"' 11":ff ....I1. • J5..pnd lfol" - Grade 60 - ...-•• > ' ^;I :1�1�1I �I..I � �I- . 1­10�. . .I ­. ".: -. .,; .K .� .I . �II 1I.. I *. . � . ._I' - ..-... 2. Alf reinfar..cRrr 's eel orr r l nd other 'rise s shall be secured in place prior to placing concrete or grouting, -of masonry. 1. florin and notching o€ joists:. , ...... . 9 t .�;.­"R�"ti,."_�, I,,,�"',.1' , .> , chv (acts, a insets r 9, • Boris - Max, diameter of: hoie sho4l not exceed 1/3 of dressed depth of joist 'With rain; edge clearance of 2 inches. `-� . 1 " la . th. No 'n. t his is allowed in the center third of the joist , . — '. '' ':• ., , 3. RelhfgrciFn :�4;sea` riZ;iay .be lac s "(iced with 50 tsar. c!'sameter in mason or, 40 bar diameter in concrete with min. S p Notct)rng - Max.',depth at ends shrill not exceed 1/4 of dressed dap o c 9 . . :.. p . rY Ib �" -,�.. LEI� , ...�.� I' .`���':.I­.'. L . I.� . . ��-� '. . ._L&NI . .I. . . '.oa .u-II"I � -,0 � . . s, an Nott~#iln' , in other lrs'c. ttons. shall be in the compression' side .with a , #tax. depth o€ 1 /6 0€ stet' Dist' de th, 4X$ 'PiY1fJ}Cl 1 p 4, Provide the' ;t...1,lo'vIn minimum concrete cover: , � .1.'"... . - " �_. � : -, , '.`� . .'.1J...-r. I *� '"*I .­ 1�4, .0 7 c. e.. Sur£aoa ' cast a Christ earth - 3" 2. Where threes or more joists are :used the' joists shall be bolted. together with 1 /2 " diameter machine bolts w/washers at 24" o,c. f ; �. . ­­�.� '1I.I I_, .1­,: . a ..,�I � ' .I -',I.�. , i .1I - -1.1, 1�4I­ �I 1�I ,. . I I- , 9 PANEL : ExpExposed' to eat^th or weather -•- 2'" staggered. Bolts shall be' re£ightened prior tO• applying finish materials. _ ' .expos+ci' ;o vreather ar earth - 1„ „ , . 'A� ,.M . '1I 1 I. . .UI I . I �. I �1 ' ,I .I'� .'. ,I� ,, . I � , ��.�-, . ,t, I 1I..1*, �"� .,I 1. .I. I 11 III� �. I . ­. . L. 0__ . � r I - -. . I1.� , I I'llII I. . -I ,,. I% .,.. � .r.. I--. d �. �/"X., ��,-N ,­,`_ �1i .1 ,l.--.;- . �'y ;l.� ,I,- _­­ I � ,.��- . 1e� I. . .I',A, 1 1.. ,. . . II' . I� ... I,".- T, . -% ',�I, . ���. . .I. jI .. 11-.:.I�. ,­� ,� ,r ..I .'I, 1 �:. I. .% 1'1�.� .,.I� 1I. . . t, fie hail la ai s (ices a 'ruin. of 4 inches with, 3 -i 6d nails. MAC NAIL C(N'TIi 41C)tJ5 , eclat ' ana Coictmn 1.5 .3. Joists/r,a rs s,--,- . ,��. I ) _�, _ , ,I ,"�".�,._,. , . _­.. _,­I;I_.. .�1;/\ :�.,-_�,1 ._- .I�_,-.:. :_, ,,6�. I.. . , / I. ,I .. iI , � ,II .', , . I :�i- it�..,. - . I. ,,I- . .0 1, .I I .-�_ 0I I� � T P Ra �\� - ` %iI .I 1 . Slab' on `grlde'. - mild depth SPACIRG. /aT ,' PANES JOIN 4. Crass bridging or 2x ,blocking shalt be provided q 8'�-G" o,o.rnax. for all joists and raf+,ers more than 8" in depth. 0 "' 5.::.;Nitmber 5 4r larger reinforcing. bars shall not ' be re bent. i�l�D � PORT D ".I-.. ., I ANfl SUP#a£7RTirIS I I. Pravi arts ize and number as vent ;cal Wall or co#ulnn r�inforeing. Douaels shaA a, 2x solid blacking shal3. b� placed betweeh joists or rafters at aI# su,pports. EDGES IS 6„ 4 ," I I .. 6, de dowel In footings and'/or 'grade beams 'the s e s. . have a minirntsrn, projection' equal to standard top splice ,unless noted otherwise. ..> SNEAK. WALL SCHEDULE STUCCO SEE NOTES 1, 4, & 5' 7/8" STUCCO, UNBLOCKED, WITH NO. 11 'GAUGE x 1 N /e I LONG X 7 16 HEAD NAILS O NO. 16 GAUGE x 7 S E R f � LEGS STAPLES AT 6" MAX OC , 180 PLF - '97 UBC TABLE 25-1 (90 PLF REDUCTION N/A)) ' PLYWOOD OR OSS . . SEE NOTES 2, 3, 4', & 5 PLYWD OR OSS NTH 8d NAILS AT 6" MAX OC, STUDS 16"OC ,�L.Ifs;" 220 ' PLF - '97 UBC TABLE 23-11-1-1 (165 PLF REDUCTION N/A) PLYWD OR 0S8 WITH Bd NAILS AT e MAX OC . ZI31e STAGGERED. 3x STUDS AT PLYWD JOINTS ' ' 3x SOLE PLATE, AND 2-2x TOP PLATE, STUDS 18".0C 320 PLF - '97 UBC. TABLE 23-11--1-1 (240 .PLF REDUCTION N/A) . AL . 3/8`PLYWD OR OSB WITH 8d NAILS AT 3" MAX OC STAGGERED. 3x STUDS AT PLYWD JOINTS . ' 3X SOLE PLATE, AND 2-2x TOP PLATE. STUDS 1 e"OC . 410 PLF' — '97 UBC TABLE 23-11-1—"1 (307 PLF .REDUCTION N/A) PLYWD OR OSS MATH 8d 14AILS AT 2" MAX OC, ZL31W STAGGERED. 3x STUDS AT PILYWD JOINTS 3x SOLE PLATE, -AND 2--2x TOP PLATE, STUDS 16"OC 530 PLF - '97' UBC TABLE 23-1€-1-1 ('387.5 PLF REDUCTION N/A) 1/2" PLYWD OR OSS WITH 1Oci NAILS AT 4" MAX OC, G. STAGGERE.D. 3x STUDS AT PLYWD JOINTS : 3X SOLE PLATE, AND 2-2x TOP PLATE, STUDS 1S" OC - 460 PLF - '97 UBC TABLE 2.3--11-1-1 (345 PLF REDUCTION N/A) 1/2",PLYWD OR'OSB VATH 10d FAILS AT 3- MAX OC, 7 STAGGERED. 3x STUDS AT PLYWD JOINTS . . 3x SOLE PLATE, AND 2--.2x TOP PLATE, STUDS 16 OC , 600 PLF - '97 UBC TABLE 23-€1-1-1 (450 PLF REDUCTION N/A)'. 1/2" PLYWD OR OSB WITH 10d NAILS AT 2" MAX OC, 3 STAGGERED. T D k STUDS A PLYWD JOINTS 41 . 3x SOLE PLATE, AND 2--2x TOP PLATE, STUDS 16" OC 770 PLF '97 UBC ,TABLE 23-€1-€-1 (577.5 PLF REDUCTION N/A) 1/2" STRUCTURAL 1 PLYWD OR OSS WITH 10d NAILS zi. AT 2" MAX 00, STAGGERED. 3x STUDS AT PLYWD JOINTS, ' 3x SOLE PLATE, AND 2-2x TOP PLATE, STUDS le OC 870 PLF - '97 UBC TABLE 23711-1-1 (652,50 PLF REDUCTION N/A 3 THIS` :,PANEL' .ZDGE ' 1- DBL STUDS FOR HOLPOWN :P.ER SIMPSON CATALOG 'I- #���' S�►p-�c�RTlrl� ��aF oR , . I -r..I` S FLOOR. JO �.r . z-- io:N. PER s " iu�ER � . CHAPTER 6UtLprNG CORE 3" STHD HOLDOWN 'P�� . I ' _N UNBLOCKED E' GE ... W A$• • `OR . I . LU. ISTS •. . , E 1. All lumber 311ali.-be Douglas Fir Larch visually graded per WCL€B/WWPA grading rules ut�fess noted 'otherwise an pions*' a . 4--- AN�CHO€2 BOLT SIZE A�1D tPAC1NG PER PLAID SH'1 AR F'ANL .F''ER IoLAN' ` NAlL11G` TO 1AtTERl+rilcDlAF FRAM.kf�G 2x joists' . rt?€ter - No. 2 TABLE zs tt-e-NatLiNG SCHEDULE 6 PANELDG'E NAILING PEF� SCN#EDULE ME1v1ERS IS ALB() KItY1~s AS 4x 6x '& larger beams -- No. 1 ` .1 plates, blocking & studs No. 2 • 2. Glued -laminated timber shall be bougiris Fir combination 24F-V4 OF/DF, indusdria€ ..appearance with exterior give. (Fb=2400 psi, Fv�165' psi, E=1£100000 psi). An. A;i:T.C, Certificote of Compliance for glued laminates( wand merTiber shall be givers to the building ins ectar pr#or .to #nstalicjtion. (*) Use V for cantilever beoms and V4 for simple span bears. 3, Plywood sheathing shall conform to the requirement of latest edition of U.S. Product Standard PS 1 and shall be grade marked in accordance with APA, . . 4, All sills and plates resting on concrete or masonry and within 48„ ' of earth shall be pressure treated Douglas Fir. . 5. All nails shall be common nails, 8*;K nails are not acceptable unless noted 'otherwise on plans. 6- Top plates to be double 2x unless noted otherwise. Lop 48" min. with minimum of 8-16d thru each side of splice unless noted otherwise on plans. ... ..�_. --M._, .. 1.2304.1 Fabrication; Installation and Manufacture, NAIL � SPLICE 2304.4.1 General. Preparation, fabrication and 'installation of 1 wood members and their fastenings shall conform to accepted I--- r engineering practices and to the requirements of this code. All is S TE _,__F - �._ \,�� - _-V - I - 16d SINKER NAILS AT 4'* O.C. UX0. ON PLANS .AND PER TABLE BELOW 2- TYPICAL STUDS AT 16" tl.0 3-- LOCATE STUD UNDER SPLICE 4- NUMBER t}F NAILS SPECIFIED BETWEEN SPLICING POINTS ON THE PLANS AM^ PER TABLE BELOW - SIMPSON STRAP PER PLANS AND THE TABLE BELOW NO -FULLY NAIL STRAP W/ 16d SINKER NAILS , OR 1041 COMMON NAILS -NAILS SHALL BE AT LEAST 2" APART i_Oap±AtL SCHEDULE A $ C 0 E F # OF 16d SINKERS 12 18 24 30 36 42 MIN, PLATE LAP 1 4 FT. 4 FT. 4 FT. 6 FT, 8 FT. 8 FT. ALT. STRAP W/ ST22 I ST6224 ST6236 MST37 I MST48 L4ST60 16d SINKERS Lr �;CAL SPLICE AT �;. .' members shalt be framed, anchored, tied and braced to develop the strength and rigidity necessary for the purposes for which they are used. 2304.4.2 Timber connectors and fasteners. The installation of timber connectors and fasteners shall be in accordance with the provisions set forth in Division Ill, Part Ill, 2304.3'7"rmber Connectors and Fasteners. Safe loads and 1 design practices for types of connectors and fasteners not men- : boned oriuity covered in Division Ill, Part III, may be determined in a manner approved by the building official. The number and size of nails connecting wood members shall not be less than that set forth in Tables 23.11-11-1 and 2341-B-2- . Other connections shall be fastened to provide equivalent strength. End and edge distances and nail penetrations shall be in iF . ,accordance with the applicable provisions of Division ill, Part Ili. Fasteners for pressure -preservative treated and fire -retardant treated wood shall be of hot -dipped zinc coated galvanized, stain- less steel, silicon bronze, or copper. Fasteners for wood founda- tions shall be as requited in Chapter 18, Division IL Fasteners required to be corrosion resistant shall be either zinc -coated fas- teners, aluminum alloy wire fasteners or stainless steel fasteners, Connections depending on joist hangers or framing. anchors, • ties, and other mechanical fastenings not -otherwise covered may , . be used where approved, I C6N1115= 11 '. NA11iN6t 1, joist to sfl'i or girder, toenail 3-1d 2. Bridging to joist, toenail each end 2'8d 3. I" x 6" (25 rnm x 152 mat) subfloor or lass to each joist, face nail 2-8d 4, Wider than 1" x 6" (25 rnm x 152 rnm) subfloor to each joist, face nail 3-8d 5, 2" (51 rnm) subftoor to joist or girder, blind and face nail I 2.16d 6, Sole plate to joist or blocking, typical face nail Sole plate to joist or blocking, at braced wall panels 16d at 16" (406 rnm) o.c. 3-16d per 16' (406 mm) 7. Top I 2.16d 8, Stud to sole plate 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail o„ t d t.,4 6t0 6 a tutu o.c. ( 1 10, Doubled top plater, typical face nail 16d at 16" (406 tutu) o.c, 8-16d Double top plates, tap splice 11. Blocking between joists or rafters te, top plate, toenail 3.8d 12, Rim joist to top plaza, toenail 8d at 6" (152 rnm) ox. 13, Top plates, laps and interseetions, face nail 2-16d 14. Continuous header, nvo pieces I 16d at 16" (406 mm) o.c, along each edge 15. Ceiling joists to plate, toenail 3-8d 16, Continuous 3teader to stud, toenail 4-8d 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Ceiling joists to parallel rafters, face nail I 3-16d 19. Rafter to plate, toenail 3.8d 20. t" (25 mm) brace'to each stud and plate, face nail 2-8d 21. I" x S' (25 mm x 203 trim) sheathing or less to eacb bearing, face nail I 2-8d 22. Wider than 1" x 8" (25 mm x 203 mra) sheathing to each bearing, face nail I 3-8d 23. Built-up cornet studs 16d at 2e (610 mm) o.e. 24. Built-up girder and beams 20d at 3r (813 rnm) w. , at top and bottom and staggered 2-20d at ends and at each splice 25. 2" (51 min) planks 2.16d at each bearing 26, Wood structural panels and panicleboard2: Subflocr and wall sheathing (to framing): 60 112" (12.7 rnm) and less 19/32'-s/4" (I5 rnm-19 tutu) 8d4 or 60 7/s"4" (22 rnm-25 rnm) I80 i118'•_l1W (29 mrn-32 trim) I0d4 or 8d$ Combination subfloor-underlayment (to framing): 60 3/4" (19 min) and less jig" 8ds -I" (22 tutu-25 tutu) V/C-11/4" (29 tutu-32 rnm) 4 I Od or 8d5 27. Panel siding (to ftamin& Ede 4+" (i 2,7 mm) or less 8d6 $1e (16 mm) 28, Fiberboard sheathing:7 112" No: I I ga R (123 rnm) 6d4 No. 16 ga v '5/s2' (20 rnm) No, I ga 8 gd4 No. 16 gam¢ 29, Interior paneling 4dto 114' (6.•r mm? 3/6' (9.S mmY 60 + w re or crwtsc xa+au. ' 1 Y C U C4 except ge n r.Ommon e b t not 5 es D S p =Nails spaced at 6 inches (152 tutu) on center at edges, 12 inches (305 tutu) at intermediate supports except 6 inches (152 Mtn) at sit supports where spans are 48 inches (1219 mm) or more. For galling of wood structural panel and particleboard diaphragms and shear wails, refer to Sections 2315.3.3 and 2315,4. Nails for wall sheathing may be common, box or casing 3Common or deformed shank. 4Common, sDeformeel shank, eCorrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. 7Fa5teners spaced 3 inches (76 turn) on center at exterior edges and 6 inches (152 rnm) on center at intermediate supports. sCotrosion-resistant roofing nails with 7/Id-ineh-diameter (11 mm) head and it/24nch (38 rnm) length for t/2-inch (12.7 mm) sheathing and 13/4-inch (44 min ) length for -$ -inch (20 mm) sheathin conforming to the requirements of Section 2304.3. 7Corrosiloti-resistant staples with nominal /,l-inch (11 tutu) crown and 1l%$-inch (29 mm) length for 1/2-loch (12.7 rnm) sheathing and 11/2-inch (38 Mai) length for'$/32411ch (20 tuns) sheathing conforming to the requirements of Section 2304.3. 1OPanel supports at 16 inclies (406 mm) 120 inches ($08 rnm) if strength axis in the long direction of the panel, unless otherwise marked). Casing or finish nails spaced 6 inches (I52 rnm) on panel edges, inches (305 mm) at intermediate supports. 21Panel supports at 24 inches (610 rnm), Casing or finish nails spactrd 6 inches (152 mm) on panel edges, 12 inches (345 mm) at intermediate supports. 7�-- BLOCK. S�IEA. R. PANEL. EDGE AND STAGGER(OP-Fjcl' �L_ "FIELD" NA#Ll'N�. MAX SPACING PLYWOOD -PAN-EL l5 12" t�C 8-ADJ'OkNG P EL EDGES (HATCHED AREA) . . SHEAR/ B :CRC' �# HORIZONTAL LDIAPHRAGM. 4'.. MINIMUM ' . 2 2X TOP PLATE r_,,�,P��,tt1. '$Eliir£ENsr uN{GEos C3 {�t DERWt, aN r 4 HEADER 4M 1 X. ' I 25Xd MAX. A RftaVltaE STUD R BELOW SPLICES 111— . , i � - _-.7--.1_7 1 � . . I .1. . 1: � "Al � I StMR>SON A34 AT nDtMilhtn r WIDER THAN .S'--0" 2-16d MIN, (ADD 1'-18d FOR 'EACH 2' OF HF.AflE:R t}EPTEI GREATER, THAN 4') 2X KIND+ STUD (USE ."2-2X AT OPENINGS — WIDER THAN . 6'-0") WITH SIMPSON A34 TOP AND fl0'I#'OM UNLESS NOTED OTHERWISE 2X STUD 0 16" O.C, UNLESS NOTED OTHERWISE 11 I I . 2X TRIMMER (USE 2­2X AT 11RENTER THAN I6)S I.. 16d 0 12" O.C. I-) 2-16d TOE NAILS = i»A l" � i; . f� at PLATE / °n` ,i, 1 1 a, ,w, , e 60%d MAX. 40M MAX— . 0 5/a, MIN, 5J6n NON--BEARMG WALL BEARING WALL .. Tel NOTCHING d/6 MAX. a .-. -.- _ _ _ ,_ , . _LJ7=, . - 4 . . ---�0;'tL GV . . !Z 9 5. �v 1- I'll . 1 Go. BY 1,5" WIDE d/8 SAX METAL STW . AT EACH PLATE CUT BORED HOLE AND NOTCH SHALL NOT OCCUR, IN SAFE SECTION NOTCHES SHALL NOT -OCCUR IN MIDDLE 1 /3 OF SPAN - , aJOIST NOTCHING I� w `- Q " co C3 to c`c.> V__ > o ctI � 0 p in io Q !41 t2 tk m CF 5HEET: CIF: 1 5 ;101", r 0.: ,