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HomeMy WebLinkAbout10150409.pdfL- A74 N OTE5 Glass and glazing shall be in accordance with CBC Chapter 24. Note on the drawings all windows and doors having glazing, Indicate the type and thickness of each light of glazing on the drawings showing compliance with CBC Sections 2406. 14,7�; Alchore,IYI Z24�W241 chore, V1 shall be a firmly supported n r% Oel_�Glass edges. Show on the drawings ho c ,;a compliance shall be made with CBC Section 2404, For glass not firmly supported on all four edges, design shall be submitted to the building official for approval. 57. Sliding glass doors (patio type) shall have Category 11 classification per CBC Chapter 24 and UBC Std, 24-2. 6) Glazing in doors and fixed glazed panels of more than 9 sq. ft. shall have Category If classification per CBC Chapter 24 and UBC Std. 24-2, U9Glazing in doors and fixed glazed panels of 9 sq. ft, or less shall have Category I classification per CBC Chapter 24 and UBC Std. 24-2. Glazing in doors and enclosures for bathtubs and showers shall have Category 11 classification per CBC Chapter 24 and UBC Std. 24r2. Glazed: wardrobe doors shall meet the Impact Test Requirements of UBC Std. 24-2, Part 11, Laminated glass must also meet the Boll Test Requirements of UBC Std. 24-2, Part If. C 0 7 05 rpJi fi mt V "T 0' ON IC71 C �Yr H 0 Ll s'E� A I I. Ext 'or swinging doors must be solid core, 1314" thick or with panels' 911 " thick. (8-2 10, A) 2. Doo s leading from garage into a dwelling unit must be solid core, 13,8 (8-210, B) 3, Spe above doors be equipped with deadbolt locks approved by the Poli e Department (8-210, Q, Specify make and model (Titan 780 or Ii 4. Spec y flush bolts with 518" embedment into head and threshold on inact we door or exterior double doors. (8-210, E) 5. 01 ng in exterior doors or within 40" of the latch must be tempered burgl resistant. (9-2 10, F) 6. Ring s for outswinging doors must have non -removable pins, 7. Strik plates must be 3 1/211 long, secured to the jamb with screws 2 1/21 length, (8-2I 0, H 8. Front exterior doors to be equipped with 180% door viewer. (8-210, 1) 9. Each tructure must have 4"street address numbers visible from the Stre numb s must be color contrasting to the background, (8-210, KI) 10. Provi e an illuminated plot plan of the complex at each driveway ontr ce. (8-210, K2) M Speci light fixtures at exterior doors which provide one foot-candle o light t ground level. (8-210, L) 12, F-xt or walkways, passageways within multiple dwelling complexes must e provided with .25 foot-candle of light, (8-210, M) 13. Parkin lots and parking structures of multiple dwelling complexes must be pro ided with one -foot candle of light,(3-210, N) 14. Requ' exterior light fixtures must be vandal resistant type, (8-210, N) PV15, Wood I n garage doors must have panels 5/160'in thickness.(8-210,M) 16. Garag t ,V doors (including automatic) rnore that Win width must have tw eking points, (9-208 C) 17, Slide It assemblies must be attached to the door frame with non -re 0 bolts, (8-208, D) The sh e bolt must be 3/8" in diameter. 18. Windo i and sliding glass doors must comply with test standards of sec, �11 Specify make and model. 8-209,A) Pe=anent anti -lift dovices must be installed in upper tr of sliding wiridows and doors, 19. Louver 4 windows may not be used within IT vertically or 6'horizontall' 'i cessible surface, (NS-1424 20, Allsk lights shall be provided with rated burglary resistant glazing )c Exit doors from individual dwelling units having an occupant load of 10 or less may be provided with a night latch, dead bolt or security chain, provided such devices are openable from the inside without the use of a key or toot or special knowledge or effort and mounted at a height not to exceed 48 inches above the finished floor, (1003.3.1.8) r T 55 f� "aa Z 1. L, L, IN 0 �3 r2o �1[ F raf C MC 5NM 0 �5d 14 1- -A-7 , ti TH 1E11 *T�o r W 1A r ME - R, 0 F y ': 5 4 t T % A 1QT* I I orr" 5�5 (;o E:-,� c, 5-;', 01� 0, e�, � �-, :tipR !,\!' �-r'­i ,,- q �A tA IT', jC -, —, I �p _0_6, F 51 VIC R, T TiC ,�AF'e, RK 0 T ANP r,.K. P V E D U T -2 L, PLAJP41NI"nip DIVISION "T" TC/ 6-' V�A, I EF cl, r A_ i;;�, IFI.A. Is. A 0 TV- X A F A, wO 12 A, 5 e� C60 P Ar ?5� F2 79 rl\ (2 'A. 1 A ERX A N 91' 'FANII It A CCC i%"TE".� r\ 1v "A A o A MN' y VT p -T ) _A --- ---- 10', r 4'.'5K67-27(1k'J1, W: CT TO C()NH_)1Ti0`,`, BL 5 T7 5Tf\ U 61-U NA L 51 H E i FT "CiAtexis sting 5T� 9A W N 0' - TE—,5 ;5N 4-- 5 MOO ff F A t� I �N �7 f2- F0 M -PeTA 1 51 1, ELECTRICAL NOTES MECHANICAL NOTES EsEsysrreAs i MECHANICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE T G nc,,Z , " ep sy EIECTRIC& SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE ­5 A L V TA I SHALL BE DONE83ED BY OTHERR THE CONTRACTOR SHALL BE SYSTEMS SHALL BE ENGINEERED BY OTHERS THE RESPONSIBLE FOR PROPER INSTALLATION & PLACEMENT ALL HEIGHTS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SHOWN AFE TO CENTERLINE OF MU*-: INSTALLATION SHALL BE PER INSTALLATION & PLACEMENT, ALL HEIGHTS SHOWN ARE TO T— 24 T— 4 F T ofvNi CEO CENTERLINE OF FIXTURE INSTALLATION SHALL BE PER 2001 Z PROVIDE GFIC, PROTECTED OUTLETS AT THE FOLLOWING LOCATIONS: CEQ BATHROOMS GARAGES EXCEPT THOSE THAT ARE NOT READILY ACCESSIBLE; OUTDOORS, CRAWL SPACES LOCATED AT OR BELOW 2, FAU IN ATTIC PER UMC 319. PROVIDE LIGHT, POWER GAS, GRADE LEVEL UNFINISHED BASIEMENTS; ALL KITCHEN COUNTERTOPS; ACCESS AND 30P WIDE WORK SPACE PROVIDE CONDENSATE AND WITHIN 6`17 OF WEr BAR SINKS (2001 CEO. M-8) DRAIN LINE TO OUTSIDE, VENT TO OUTSIDE AND COMBUSTION AJR PER UPC CHAPT 7 3 RECEPTACLE OUTLETS AT KITCHEN COUNTERTOPS SHALL BE SPACED 80 THAT NO PORTION OF THE COUNTERTOP IS RFTHM THAN 24 a DUCT TAPE, AS A MINIMUM, MEETING THE REQUIREMENTS OF FROM AN OUTLET (2= = 210-SZ UL 181, 18A OR 18113, SHALL BE USED OR ADDITIONAL DUCT 4 WALL OUTETS IN IMITABLE ROOMS SHALL BE SPACED 80 THAT NO ATTACHMENT DEVICES SUCH AS TIE WRAPS OR MASTIC WILL POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN BE REQUIRED FOR INSTALLING MECHANICAL DUCTING, 6-V FROM AN OUTLET M CEQ 20-% 4, THE RETURN AR PLENUM SERVING THE MECHANICAL 5 WEATHER PROTECT OUTDOOR OUTLETS (2= C.EC 3" EQUIPMENT MUST BE FULLY DUCTED FROM THE EQUIPMENT TO THE CONDITIONED SPACE DROP CEILINGS, WALL CAVITIES AND 6, PROVIDE ONE ELECTRrAL OUTLET IN R41WAYS AT LEAST V-0" LONG EQUIPMENT PLATFORMS MAY NOT BE USED AS PLENUMS. (2001 CEO 2V-W 7 OUTLET BOXES FOR CEILING FANS SHALL BE LISTED SPECIFICALLY FOR 5, BATHROOMS, W.C. COMPARTMENTS, LAUNDRY RMS & SIMILAR THAT USE OM CEZ 370270) ROOMS -SHALL BE PROVIDED W/ NATURAL VENTILATION BY MEANS OF OPEN ABLE EXTERIOR OPENINGS WITH AN AREA 8 PROVIDE SWITCH CONTROLLED LIGHTING OUTLETS AT ALL ROOMS NOT LESS THAN V20 OF THE FLOOR AREA OF SUCH ROOMS GARAGES AND OUTDOOR ENTRANCES CP-= CFO M70) WITH A MINIMUM OF 11/2 SQ. FT. (C.B.C, SECTION 1203.3) 9. GENERAL. LIGHTING IN THE KITCHEN AND BATHROOMS TO BE & IN UEU OF REQUIRED EXTERIOR OPENINGS FOR NATURAL FLUORESCENT (40 LINENS PER WATT, STATE TITLE 24) AND SHALL VENTILA11ON IN BATHROOMS CONTANING A BATHTUB OR NOT CONTAIN! MEDIUM BASE INCANDESCENT LAMP SOCKETS SHOWER LAUNDRY RMS & SIMILAR RWS, A MECHANICAL 10 SMOKE DETECTORS TO BE 110 VOLT W/ BATTERY BACKUP AND SHALL VENTILATION SYSTEM CONNECTED DIRECTLY TO THE OUTSIDE BE wre:10ONINECTED 80 THAT IF AN ALARM SOUNOM IN ONE ROOM, CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR SHALL BE IT SHALL BE SOUNDED IN ALL THE OTHERS, & 6FIA41 BE LOCATED PER PROVIDED, AND THE POINT OF DISCHARGE SHALL BE AT LEAST CBC. 3i0.9 3 FEET FROM ANY OPENING THAT ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING BATHROOMS 11 IN CLOSETS, PROVIDE I? FQRZONTAL CLEARM40E BETWEEN THE CONTAINING ONLY A WC, LAVATORY OR COMBO, THEREOF NEAREST PONT OF A STORAGE SPACE AND A FULLY ENCLOSED MAY BE VENTILATED WITH AN APPROVED MECH, INCANDESCENT SURFACE MOUNTED LIGHT M GEC, 41") RECIRCULATING FAN OR SIMILAR DEVICE DESIGNED TO REMOVE 121 PENDANT FIXTURES & INCANDESCENT FIXTURES Witt!EXPOSED LAMPS ODORS FROM THE ROOM. (CBC 120&a) PLUMBING NOTES . NOT ALLOWEDIN STORAGE CLOSETS OM CEQ 4V-8) U RECESSED LIGHTING FIXTURES ON INSULATED CLOS SHALL BE IC I PLUMBING SYSTEMS ARE SHOWN FOR INTENT ONLY, THESE RATED BY UL 14, PANEL BOARDS ARE NOT ALLOWED IN STORAGE CLOSETS OR SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE BATHROOMS {2001 OW, 240-24) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION & PLACEMENT, ALL HEIGHTS SHOWN ARE TO IS PROVIDE METAL OR ONE HOUR RATED BOXES AT WALLS & CGUNGS CENTERUNE OF FIXTURE INSTALLATION SHALL BE PER 2001 BETWEEN GARAGE AND HOUSE (2= CaC, 709 & 710) CEO. 16, ELECTRICAL EQUIPMENT SHALL BE LISTED BY AN APPROVED TESTING 2 NEW WATER -CLOSETS AND ASSOCIATED FLUSHOMETER LAB {W CEC, 1*3) VALVES, IF ANY, SHALL USE NO MORE THAN IS GALLONS PER FLUSH AND SHALL MEET PERFORMANCE STANDARDS V OVER AND UNDER GAS AND ELECTRICAL. METERS ARE NOT ALLOWED ESTABLISHED BY THE AM AN NATIONAL STANDARDS H & 8 IS, BATHROOM OUTLETS SHALL BE SERVED BY A SEPARATE 20 AMP CODE, SECTION V92M) CROW HOWEVER, THIS CIRCUIT IS PERMITTED TO SUPPLY THE REQUIRED RECEPTACLES IN MORE THAN ONE BATHROOM PM 20DI 3, INSTALL NON -REMOVABLE BACK FLOW PREVENTION DEVICES QEQ SECTION 210-11-CS ON ALL DGIERIOR HOSE BIBS, PER U.P.C. 603 19 ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT SINGLE PHASE 15 & 20 4 PLUMBING FIXTURES HAVING SUP -JOINT CONNECTIONS SHALL AMPERE RECEPTACLE OUTLETS INSTALIJED IN DWELLING UNIT BE PROVIDED WITH AN ACCESS PANEL OR UTILITY SPACE AT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT LEAST 12 INCHES IN ITS LEAST DIMENSION AND 80 ARRANGED INTEIVILPTM WITHOUT OBSTRUCTIONS AS TO MAKE SUCH CONNECTIONS 2a OUTLET BOXES FOR THE SUPPORT OF PADDLE FANS SHALL NOT READILY ACCESSIBLE FOR INSPECTION AND REPAIR EXCEED 70 POUNDS. NEC 422-18 0 WATER PRESSURE SHALL BE A MINIMUM OF 15 PSI AND A 21 ELECTRICAL E01"ENT REQUIRING BX-CMAL CONNECTIONS OF MAXIMUM OF 80 PSI, MORE THAN 50 VOLTS SHALL HAVE A POSITIVE MEANS OF DISCONNECT ADJACENT70 AND IN SIGI-117 FROM THE EQUIPMENT 6. NO PLUMBING PIPES SHALL BE EMBEDDED DIRECTLY IN SERVED, CONCRETE OR MASONRY. 22 BOXES FOR OUTLETS & SWITCHES LOCATED IN THE 1 HOUR 7. ALL MATERIALS TO BE USED FOR THE FUEL GAS PIPING OCCUPANCY SEPARATION WALL SHALL BE APPROVED FOR USE IN THIS SYSTEM SHALL MEET THE REQUIREMENTS OF UPC SECTION TYPE OF WALL & SHALL BE SEPARATED BY A MIN, HORZ DISTANCE OF 121D.0 24' (CBC 709.7) 2a ALL FIXTURES INSTALLED IN DAMP OR WET LOCATIONS "I BE 8. LOCATION OF ALL GAS SHUT-OFF VALVES SHALL BE WITHIN 3 MARKED 'SUITABLE FOR WET LOCATIONS' PER SEC 2001 OF-C. 410-4 FEET OF THE APPLIANCE SERVED, 9. SHOWERHEAD, LAVATORIES, AND SINK FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 25 GPM, 10, NO DOMESTIC DISHWASHING VACHINE SHALL BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM OR FOOD WASTE DISPOSAL WITHOUT THE USE OF AN APPROVED DISHWASHER ARGAP FITTING ON THE DISCHARGE SIDE OF THE DISHWASHER MACHINE 11, UL LABEL WITHIN 6 FEET OF THE ATTIC ACCESS SHALL BE PROTECED, PLANO$ *Para Construcci& *Paro, Presentocio'n GONZALo GuILLE14 PRINCIPAL 718 $.-Hickory St. Santo Ana, CA 92701 Tel. 714 .667.0892 'T gi NO, NIRW :0 6 6 rilk M, Aj:;j Z 4, sue} A") N \IPAr L nit -FAv �9, 0 --,oP t. WO A F rl5:5 M > PF5 qq "jon,go, Z_ L111 r7� TTl�Y__o I pip irllra 7- fk, r,FP V � j 1._,A-r[ DN 15 rF\OVI NI -rRT IA H,9 5of% ff Py i r,)FL? 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I- -, - , -7 c,), IPP�r-r-- rl r_ t-V '-',' (- I V L,^ I I 0,N SC T 0 T 0 NTH, or ------ - --- - o N P V I N 6- 9- . . . . . . . . . . . . . f 'Kov I x 51b T m ON A r\ A 6 F- OF V41AU,-!� A N FNT5 16;, PLANO$ P, AT �1 5� MrT 5F-FE-,�` �rlc)N ADV, r�oyiq *Para Constfucc!6n Para Presentoci6n jjj Y 5/�gf I Tyfp I f?P1, aN 607FONII of GONZALO" GUILLEN PRINCIPAL ft-00f< �IKA MIN 6- /&USIL-186-1 718 S. Hickory St. F Y 19 C- I - F;/�' Tf f - F- 'X'C, Y F 115v rt Santo Ana, CA 92701 Tel. 714 667,0892 iP AT VIALI-5 Mp ceil W N(;p Ai- 0 4 ALL F`PeeT5 F15rl ET�,AT'6- e 11.2 1� lFrHEE�N M49 WVIN& Ar\FA 55HA�,�- F31� MIN, a(a 6-vAlji t-," F-- CaMr�v5TION Af9,YfNT5 AT I ANP I W1 N 142'0 F F I N, F L�r,, 4�1, W 4T rr �,, 4 �i , /v\ /fP^41 r, m i N. rt,-ATro Rm 111+i P f�Al PIP VC ST TO 0a7'e,dPF,5' AIR Act E� 56 V1 C L. vr, H FAV M i�. 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VINYL- WNW HIS, VEC-P�\A'TIVEi C-AEXI-�E-� e�Nr/ r1fr-- 6 at4T5 Me'rAL- -!WTIONAL- 6,�A�-,A&V- Poor" I - im ��"! F. C-,- f. *Para Construcci6n *Para Presentoci6n GONZALO GUILLEN PRtNCIPAt 718 S. Hickory St. Santa Ana, CA 92701 Tel. 714 . 667.0892 Ilk -z < < ULL "I '13 LU M14 xcw 1, 111 1 11 al .0- p l� m 5E-6710N NO'Ta's 5' 5� 5T fz V -A ';. S �Z f,,. fr %�, vs � '' Y f ,1 "' i tP 3' � °,'} �.,.r, f M t r r i � � �' �4 5 J l -PTO 5 F U CIIAPI A 4 , a UPP I Ne IPA *Para Construcci6n *Para Presentoci6n GONZALo GUIitEN PRINCIPAL 718 S. Hickory St. Santa Ana, CA 92701 Tel. 714 . 667.0892 r l0i ZT-A WA 12 1 W.11 091 NJ ON I _Qk GRACE ICE & WATER SHIELD 0/ BASE FLASHING ALL SIDES GLAV. METAL BASEFLASHING M :1 U 1­41KIC, ASE FL-ASHING AT VENT MIN, 30 # ROOF FELT WEATHER BOARD LAP W/ BASE FLASHING ROOF FRAMING & SHEATHING PER STRUCT DRWGS VENT THROUGH ROOF I ROOF SHTG, PER STRUCT, PLANS 3-COAT STUCCO SYSTEM 0/ BLDG. TRUSS HEEL MAY VARY PAPER SEE ROOF PLAN/ ELEVATIONS WEEP SCREED BATTENS PER TILE MFGR 26 GA GALV, MTL 1I BAR FLASHING MFGR, III TILE ROOF -INSTALL PRIME & PAINT TO MATCH ROOFING PER MFGR RECOMMENDATIONS 1 x 6 BACKER FREEZE BLOCK BOARD METAL RAFTER VENT, WHERE MANUR ROOF TILE (NO NAIL EaD PENETRATIONS INTO HING PAN) MIN, 30 4ROOF FELT LAP 0/ z EAVE RISER BIRD STOP W/ WEEP HOLES .......... PER ROOF TILE MFGR zz//zz] EDGE DRIP METAL A v 1 1 A I I SEAMLESS ALUMINUM ppppNpqpr_n GUTTER BATTENS PER TILE MFGR SEE ROOF PLAN L SEE ROOF PLAN 30# MIN, ROOF FELT LAP UP SIDE 01 2)(8 FASCIA WALL 2 1/2` MIN, RESAWN RESAWN STARTER BD, BATTEN EXTENDERS DO NOT PENETRATE FLASHING PAN PRIME AND PAINT 26 GA GALV, MTL ROOF TO RAKE WALL 3-COAT STUCCO SYSTEM FLASHING DAKI NO M=Klr-TPATlnKl.P TO O/METAL LATH 0/ BLDG. PAPER OCCUR THROUGH FLASHING PAN. ROOF & WALL FRAMING PER PLAN. vs TILE RAK"E Tu" WALL RIDGE OR HIP TILE NAILER PER TILE MFG, CONCRETE "S"TILE ROOF TILE UNDERLAYMENT ROOF SHEATHING 0F FRAMING, STRUCTURAL F. K­&lnr__rxk_,&vn�&klv_l% AM NOTE REFER TO TILE MFR, SPECIFICATIONS FOR INSTALLATION OF TILE TILE RIDGE HIP 26 GA GALV, METAL VALLEY FLASHING - INSTALL PER ROOFING MANUFACTURER RECOMMENDATIONS 30# ROOF FELT 36" WIDE FLASHING LINDERLAYMENT RUN 3ONT, & CENTERED ON LENGTH OF VALLEY, (RUN PARALLEL BELOW VALLEY PAN) NOTE NO PENETRATIONS TO OCCUR THRU FLASHING PAN. MANUFACTURER ROOF TILE #FIELD ROOF ELT LAP 0/ VALLEY FLASHING rF-RAMING PER FVLAII MFGR T" ROOF TILE - INSTALL PER MFGR RECOMMENDA11ONS MIN, 30 4*90OF FELT J-METAL TRIM 0 A 2X NAILER —3-COAT STUCCO SYSTEM O/METAL LATH 0/ BLDG, PAPE[ (SIDING AT ALT. CONDITION) 'IS" TILE RAKE 2 3-COAT STUCCO SYSTEM 0/ BLDG, PAPER LAP BLDG. PAPER 3" 0/ FLASHING & WEEP SCREED Z-BAR FLASHING 41, 26 GA GALV. MTL ROOF TO WALL BIRDSTOP FLASHING p PRIME & PAINT TO MATCH Mf ROOFING (ALT. PROVIDE SOLD GROUT INSTEAD OF BIRD STOf MTL FLASHING MAINTAIN MIN, 3" TILE & FLASHING LAP) 30# ROOF FELT LAP UP FACE OF 1 x 4 7\ THER BOARD LAP WITH RE OOF FELT, I X 6 MANUR RACKFR F TILE zr mtw PLANNOS. ePara Construcci6n •Para Presentoci6n GoNZALo GuiLLEN PRINCIPAL 718 S. Hickory St. Santa Ana, CA 92701 TeL 714 . 667.0892 < UAL LE 'WNDOW FLASHING EC 1402.2 OF THE CODE STATES THAT "EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED x. MANNER AS !MAKE WATERPROOP ATTACH SILL STRIP WITH TOP EDGE ATTACH JAMB STRIP WITH SIDE EDGE REVEL WITH ROUGH SILL - EXTEND EVEN WITH ROUGH -.IAMB FRAMING, BEYOND EDGE OF ROUGH OPENING AT START STRIP T BELOW LOWER EDGE LEAST 8' SECURE ALL MOISTOP OF SILL STRIP AND EXTEND 4" ABOVE (OR EQUAL) WITH GALVANIZED NAILS LOWER EDGE OF LINTEL. OR POWER -DRIVEN STAPLES. NOTE, UNE WIRE, WHEN USED AS BACKING TO SUPPORT BUILDING PAPER BENEATH WIRE LATH (NETTING) FOR PORTLAND CEMENT PLASTER (STUCCO) SHALL BE INSTALLED AS FOLLOWS: 1 WIRE GUAGE, SPACING, AND ATTACHMENT SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF BUILDING NEWS ITEMS 47-I. 2 PERIPHERAL FLASHING; AT ALL EDGES OF WALL OPENINGS, MUST COVER THE WIRE BACKING. a NO ATTACHMENT DEVICES NOR THE WIRE BACKING SHALL COVER OR PENETRATE THE FLASHING MATERIAL. i ' c • is • - i . � •- � ii A COMMENCING AT THE BOTTOM (SOLE PLATE) OF THE WALL, LAY BUILDING PAPER UNDER ILL STRP, NOTE: CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE LINE ON EACH SIDE OF WOWN DO NOT � ORT BUILDING PAPER ESQ HORIZONTALLY SO THAT THE PAPER WILL LAP OVER THE JAMB STRIPS. INSTALL SUCCESSIVE LINES OF BUILDING PAPER OPP ETC) OVER JAMB AND HEAD FLANGES, LAPPING EACH COURSE TYPICAL MOISTOP INSTALL 10 STRAP-- HEATER INSULATION BLANKET i-12 AS REQUIRED i.. PER ENERGY COMPLIANCE CALCULATIONS r RT jj� 1 1/2o x T LAG BOLT WITH WASHER 2"THICK EACH END OF STRAP TO STUD 2!' MIN, IMBED INCOMBUSTIBLf= INTO SECURED WD. i,.# FROM RIDGE INSULATIONOR EQUAL DETAILi ANCHORAGE OrWATER HEATERS UP TO 50 GALLONS 16 x MIN. GALVANIZED CAPACITY, Ar t ANCHOR HEATER TO RESIST STEEL • j i LATERALFORCE EQUAL 'PLUMBERS TAPe' WEIGHT PLUS CONTENTS WATER HEATER AITGARAGE 2 x R T. SILL PLATE (3 X MAY OCCUR SEE STRUCT, PLANS) 3 CONTINUOUS NON HARDENING VINYL CAULK (3) BEADS OR Y' WIDE STRIP SLOPE SCREED PARALLEL s W/ HARDSCAPE AT DECK E ©' LOCATION, WEEP SCREED i . 26 GA. CALM MTL 3 1 W/ 3 1/2" HIGH NA$UNG { FLANGE PER U.B.C. 47060 ! z HARDSCAPE MAY OCCUR FINISH GRADE EP R E E ru" i 1 TIC :r j:: pdmw I 5c, oil 4- G7 E- K 14 N 69 T I at NPTIFIL-1 OWY��l��5 T�' TURN OF� 6�,A-5 At4l; UTI WTrkaMA)9W FEW1,50TIN(v 55Y4*� L"/Nl -e r ro K e m ihl F I 111,?, 11 T----X15,71E-- TO -ro E�-x ui Z 'LO F-X I T I C- CtA CryON$ ANP V &+T I P, 0 1,1 GA-r!Fi � Ft�Nc op � r= ,I ""ATr-, 1-4 M r;Tj�(;'to TO KaMAIM4 I I I I fF-X 15 T 6� E� 1"I 0 : j --- it — P L A N QJS -Paco Construcci6n Para Pf esen toci 6n GoNZALO QUILLEN PRINCIPAI 718 S. Hickory St. Santo Ana, CA 92701 TeL 714 , 667.0892 G- 9 N. roil w cq t1L fl cis < WALL, FENCE OR SLOG, FIN15H GRADE 5CHEDULE 80 NIPPLE i PVC SCHEDULE 40 5T. ELL PVC LATERAL PIPE MARLEX 5T. ELL PVC TEE O'RLSLL`-- HFAP :.i I TOP OF BALL 1`° ABOVE fl � FIN15H GRADE: � fM t ROOT BALL .` BACKFILL (PER 5PEC5.) a `,4 PLANT TA135 (NO./TYPE PER SPEC.) T" _ "COMPACTED BACKFILL WATERED IN) ( 2 X DIAMETER ,.,-?'.�y.. OF BALL -T.e...r_. .,..<..,., e. ......,� �.-.,-, �s.r .<.;..y„z. m.:s.,.,��yn �s-x .tea-:xa.��...,-r -3�.w. ...,'.'c �•.:'�c :. _ -: r,+•��t�.. 'a�.z„'.c=".�' • 7 yD y1 . � "GRO-STRAIGHTT",TREE TIE (4) NAILED TO STAKE (2) P.T. LODGEPOLE 5TAKE5 ZOIA. X 10' LONG PEPF. PVC r K r GRATE (12" FROM TRUNK) 2 PEP, TREE s 3610 i 0 • is (REMOVE r FIN15H GRADING) ROOT BALL 8ACKFILL (70% ON 51TE 501L130`I® NR5) PLANT TABS (NO./TYPE PER 5PEC5.) COMPACTED BACKFILL ROOT BALL ,.-�_.�r...7; �.: :. ,,. .. _ ,,.._ , , ;+`9y:,.r.., ii,.;*�a »:r '•�... 't'<�., .:�:s* ��t,:l::'�'� x.:?f.? ..?:. �i'=C"�.. F ^`::a-:•2"?t�•,�Z... ?Y ...,4'�.. �...�. :�v';:;,is: ... r. P0UE%ooFo '�?TAKE�0 - -FNF�F D5TAL-o t ® ® a r 1 t ♦ ! ♦ s ♦ ® X-,,� s P Mli EQUA _ g�r ALL GROUND COVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER ON CENTER SPACING TCOV—NOUN H N ... . ,�,fit- _ :.,. . .. ,��y E,+ _. . t N,, Ae5�OW I 0 W \ ..�_. , P ff 0H " r� r° Nil e ' .-K- i 7Sj NeW Arf & ► N" f Fr,.ONT\� � : PLANOS *Para Construcci6n • Para Presentoci can GONZALo GuILLEN PRINCIPAL 718 S. Hickory St. Santa Ana, CA 92701 Tel. 714 . 667.0892 GENERAL NOTES CONCRETE BLOCK MASONRY NAILING SCHEDULE 1. EXCEPT WHRERE MORE STRINGENT REQUIREMENTS ARE NOTED 1. CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. C-90, OR SHOWN ON THE PLANS, WORKMANSHIP & MATERIALS SHALL GRADE N UNITS. SEE ARCHITECTURAL PLANS FOR TYPE, THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED CONFORM TO THE 2001 CABC. PATTERN AND JOINT DETAILS. NAILS SHALL BE BOX OR COMMON WIRE 2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING 2. MORTAR SHALL BE AS FOLLOWS: SPECinCLY DETAILED CONNECTIONS SHALL BE NAILED WITH COMMON WIRE NAILS. SITE CONFORMANCE WITH THE PLANS BY THE CONTRACTOR 1 PART PORTLAND CEMENT PRIOR TO THE START OF CONSTRUCTION. THE ARCHITECT 4 PARTS SAND 1/4 MIN. TO 1/2 MAX. PART HYDRATED LIME -JOISTS OR RAFTERS TO SIDES OR STUDS & ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 3. GROUT SHALL BE AS FOLLOWS: 8 INCHES IN DEPTH OR LESS-------------- 3-16d 3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. 1 PART POCEMENT FOR EACH ADDITIONAL 4"DEPTH ADD --------- 1-16d 4: ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY 3 PARTS SANDAND -JOISTS OR RAFTERS AT ALL BEARING APPROVED EQUALS. 2 PARTS PEA GRAVEL -- TOE NAIL EACH SIDE------------------3-8d 5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO ALL JOINTS. -STUDS TO BEARING -TOE NAILS EA. SIDE------ 2-8D -BLOCKING BETWEEN JOISTS/RAFTERS GENERAL NOTES 4. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. TO THE JOISTS/RAFTERS TOE NAILS EA SIDE ---- 2-10d REMODELING NOTES UNOBSTRUCTED CORE OF 3"X 3". DOWELS FROM FOOTINGS FROM BLOCKING TO BEARING TOE NAILS EA SIDE-2-10d 1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING SHALL BE SET TO ALIGN WITH CORE REINFORCING. -BLOCKING BETWEEN STUDS EXISTING WALLS, BEAMS, OR SUPPORTS FOR CONSTRUCTION. 5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH AT EACH END -TOE NAILS -------------------2-10d REMOVE SHORING ONLY WHEN NEW SUPPORTS ARE IN PLACE REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID END NAILS ----------------- 2-16d AND SECURED. WITH GROUT. -PROGRESSIVE BLOCKING 2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR 6. CONCRETE SURFACES SHALL BE CLEANED OF ALL LAITANCE RAFTER TO BLOCK & BLOCK TO CONT. NAILER--2-16d -MULTIPLE STUDS WALLS PER MFG. SPECIFICATIONS. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING. PRIOR TO SETTING OF BLOCKS. (STAGGER NAILS ON STUDS WIDER THAN 4')---16dO244"OC 3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING FRAMING NOTES -RIBBON TO STUDS WALLS AT THE DOUBLE TOP PLATE. FRAMING SHALL COMPLY WITH SECTION 2320 OF THE 2001 CABC. 1 X RIBBON- -------- ---------------2-8d 2X RIBBON ------------------------- 2-16d 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES -DOUBLE TOP PLATES WHETHER OR NOT SHOWN ON DRAWINGS AND PROTECT THEM FRAMING -GENERAL LOWER PLATE TO STUD ----------------- 2-16d FROM DAMAGE.. 1. USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS UPPER TO LOWER PLATE -------------- 16dOl6"OC 5. DO NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE UNLESS NOTED ON PLANS. AT SPLICES (48"MIN) ON EACH SIDE EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. 2. ALL POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT TOP OF BUTT IN TOP PLATE -------------------8-16d 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR AND SIMPSON "BC" OR "BCO" CONNECTORS AT BASES UNLESS UPPER TO LOWER PLATE FOOTINGS, BEAMS AND JOISTS, SIZES LOCATIONS ETC. AND SHALL OTHERWISE NOTED ON PLANS. AT INTERSECTIONS ---------------------- 3-16d NOTIFY THE ARCHITECT & ENGINEER OF ANY DISCREPANCIES. -CEILING STRIPS 3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC, 1X4 PER BEARING STRONGHOLD TYPE)-------2-8d " 7. DOWEL NEW INTO EXISTING SLABS W/4 R£BAR C� 24 O.C. AND >, " SHALL BE SIMPSON STONG-TIE UNLESS OTHERWISE NOTED OR 2X3 PER BEARING STRONGHOLD TYPE -i-16d FOOTINGS W/DOWEL SIZE TO MATCH EXIST'G REINF. SIZE/LOCATION. SHOWN ON PLANS. -PLYWOOD NAILING{SEE DETAILS &jOR SCHEDULES SCHEDULES FRAMING -WALL -BUILT UP BEAMS 20d®32"OC AT TOP AND BOTTOM ENGINEERING NOTES 1 SIZE, SPACING &HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS STAGGERED 2-20d ® END -1X6 LET -IN BRACES, EACH BEARING 1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY (UNLESS OTHERWISE NOTED ON PLANS): .-_---_----2-8d (PRE -DRILL HOLES FOR NAILS) THE STRUCTURAL ENGINEER. 2X4 � 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE 2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM STRUCTURAL STEEL HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. HEIGHT OF 10 FEET 2X4 0 16"OC (NON -BEARING WALL) SHALL HAVE A MAXIMUM 1. STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPEClFIC- 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING HEIGHT OF 14 FEET ATION FOR STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS SHORlNG,TEMPORARY SUPPORTS ETC., IS THE SOLE RESPONS- IBLITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED 2X6 0 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF TWO A.S.T.M. A36. BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONS- FLOORS AND A ROOF SHALL HAVE A MAXIMUM 2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C. SPECS. IBLE FOR THE STABILITY OF THE STRUCTURE DURING THE HEIGHT OF 10 FEET. 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M. ENTIRE COURSE OF CONSTRUCTION. 2X6 0 16"OC (NON -BEARING WALL), MAXIMUM HEIGHT IS 20 FEET A-307 UNLESS OTHERWISE NOTED. THEENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD INP INFECTION/OBSERVATION OF THE ABOVE ITEMS. 2. 2. RAKE WALLS AJDACENT TO SLOPED CEILINGS SHALL BE BALLOON 4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR FRAMED. DOUBLE TOP PLATES SHALL ALWAYS BE SUPPPORIED BY SHALL BE THE FRICTION TYPE AND THERE SHALL BE 4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF A ROOF OR CEILING DIAPHRAM. NO PAINT, OIL, LAQUER OR GALVANIZING BETWEEN THE CONTACT UNLESS A SOILS REPORT IS PROVIDED. SOILS IN THE BUILDING SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT A.S.T.M. A-325 OR A-490. OF 90% RELATIVE COMPACTION PER 2001 C.B.C. ROOF FRAMING. SHEETING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING. 5. PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53 GRADE B 4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER 2001 C.B.C. (2320) 6. STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A.S.T.M. NOTCHING MAXIMIUM: 25% OF WIDTH ON BEARING WALLS A-501 OR A-500 GRADE B. STRUCTURAL SYMBOLS 40% OF WIDTH ON NON -BEARING WALLS 7. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE HOLES FOR 1/ STUDS 4 FEET O.C. FOR THE INDICATES SHEAR WALL. SEE FOUNDATION & OR FRAMING PLAN BORING MAXIMUM: 440% OF WIDTH ON BEARING WALLS F ILERS.ELDED ATTACHMENT OF HAILERS. SEE ARHIIECTURAL DRAWINGS FOR IT AND SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG., 60r4 OF WIDTH ON NON -BEARING WALLS. FINISHES, ETC, NOTE: FOR SILL BOLTING AT EXISTING FOOTINGS USE " " NOTE: A MIN 5/8"CLEARANCE FROM EDGE OF STUD TO HOLE 8, BEAM CONNECTIONS SHALL COMPLY WITH "FRAMED BEAM RED HEADS ICBO#2156 THE SAME SIZE & SPACING AS SHALL BE PROVIDED. CONNECTIONS" A.I.S.C. PART 4, TABLE 1, USING 3/4" DIA. CALLED FOR ON PLANS (MIN 2 3/4" EMBED). 5. DOUBLE 2X TOP PLATE SHALL BE LAPPED 48" AT ALL SPLICES A307 BOLTS (M.B.). INDICATES POST (BELOW BEAM) MIN. POST SIZE/TYPE AS FOLLOWS U.N.O.: AND SHALL OVERLAP AT CORNERS. 9. OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS OF "THE 6 WALL BRACING SHALL BE PROVIDED PER 2001 C.B.C. (2320.4.1G) STEEL JOIST INSTITUTE". BEAM SIZE POST SIZE PROVIDE 1X6 LET -IN BRACING (0 APPROX. 45 DEGREES) EVERY STRUCT, STEEL WELDING 4 X 14 & SMALLER 2-2X4 W/16d NAILS ® 12" O.C. 25' IN ALL STUD WALL NOT SHEATHED.BRACES TO RUN CONTINUOUS I. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC 6 X 12 & SMALLER 2-2X6 W/16d NAILS CAD 12" O.C. FROM TOP PLATE TO SILL PLATE. PROCESS AND SHALL COMPLY WITH A.W.S. SPECIFICATIONS FOR 4 X 16 &LARGER 4X4 FRAMING -FLOOR WELDING AND FABRICATION. 6 X 14 & LARGER 4X6 SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER i. FLOOR SHEATHING ({MIN) 5/8"STRUCTURAL I T & G PLYWOOD PANEL INDEX no 32/16 NTH EXTERIOR GLUE. USE 10d NAILS 2 WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO POST SIZE REQUIREMENTS. AT 6"OC AT ALL EDGES, BOUNDARIES, SHEARWALLS & 10"OC ARE APPROVED BY THE LOCAL AUTHORITY. POSTS ARE TO CONTINUE DOWN TO FOUNDATION. FIELD, NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. 3. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER FOUNDATION NOTES 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON- 2001 C.B.C. SECTION 1701.5 UNLESS OTHERWISE NOTED. BEARING PARTITIONS. 4. ALL BUTT WELDS SHALL BE FULL PENETRATION U.N.O. GENERAL 3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER 5. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING 1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER BEARING WALLS WHICH ARE PERPENDICULAR TO JOISTS. WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST 2001 C.B.C. (90%) RELATIVE COMPACTION MINIMUM OR AS PER ENGINEER. BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING 4. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS APPROVAL. 2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE TO POURING OF CONCRETE AND SHALL VERIFY THE SOIL BEAR- (2001 G.B.C. 2517). GRADING NOTES ING PRESSURE TO BE 1000 PSF MIN OR PER THE SOILS REPORT. FRAMING -ROOF 1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING. 3. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER I. ROOF SHEATHING (MIN) 1/2" STANDARD PLYWOOD PANEL INDEX 2. ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND INTO WHICH A PERSON SHALL BE REQUIRED TO DESCEND SHALL NO. 24/0 WITH EXTERIOR GLUE. USE 8d NAILS AT 6"OC AT TESTED AS TO RELATIVE COMPACTION PER C.B.C. BE MADE WITHOUT PROPER PERMIT. ALL EDGES, BOUNDARIES AND SHEAR WALLS & 12" OC FIELD. 3.. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH CHAPTER NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. 70 OF THE LATEST ADOPTED EDITION OF THE C.B.C. 4. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS: 2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS 4. ALL UTILITY TRENCH BACKFILLS SHALL BE IN ACCORDANCE WITH 5/8" 0 ANCHOR BOLTS WITH 7" MIN EMBEDMENT IN SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE THE SOILS ENGINEERS RECOMMENDATIONS. CONCRETE WITH SPACING NO GREATOR THAN 4 FEET O.C. NO FRAMING -CEILING DRAINAGE NOTES FURTHER THAN 12" FROM CORNERS (MIN 2 BOLTS PER PIECE). 1. CEILING JOISTS SHALL BE 2X6 016"O.C. (MAX SPAN=14'-1") SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE FOR 2. CEILING JOISTS SHALL BE 2X8 016"O.C. (MAX SPAN=18'-6") 1, MINIMUM GRADIENTS ARE AS FOLLOWS: EARTH= 1% PAVING=.S% SPECIAL BOLTING & 2"X2"X3/16". WASHER PLATE REQUIREMENTS 3. CEILING JOISTS SHALL BE 2X1O 016"O.C. (MAX SPAN=23'-8") 2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BE AS FOLLOWS: 5. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. FRAMING-JOISTS/RAFTERS 2% MIN TO 21% MAX WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONC. NLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR 1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS: SWALES TO BE 3 FEET MIN AWAY FROM STRUCTURES. ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, (2001 C.B.C.) ETC. BORING -MAX DIA OF HOLE SHALL NOT EXCEED 1/3 OF 6. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE SHALL NOT BE EMBEDDED THEREIN. CLEARANCE OF TWO INCHES, NOTCHING- MAX DEPTH AT ENDS SHALL NOT EXCEED 1 /4 7. PROVIDE 3/4" CAMBERS AT ALL EXPOSED CORNERS OF DRESSED DEPTH. NO NOTCHING IS ALLOWED 8. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS IN THE CENTER THIRD OF THE JOIST SPAN. CLIPS OR GROUNDS REQUIRED TO BE CAST IN CONCRETE„ AND NOTCHING IN OTHER LOCATIONS SHALL BE ON THE FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 9. LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE OF THE JOIST DEPTH. STRUCTURAL ENGINEER. 2. WHERE THREE OR MORE (MULTI JOISTS ARE USED THE JOISTS 2x STUDS 0 SHALL BE BOLTED TOGETHER WITH 1/2 DIA MACHINE BOLTS W/ 16" O.C. CONCRETE WASHERS AT 24"OC STAGGERED. BOLTS SHALL BE RE11GHTENED 16d 0 ts' O.C., 1. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL BE PRIOR TO APPLYING FINISH MATERIALS. STAGGERED PLYWOOD TYPE V WITH A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI IN 28 DAYS. CEMENT SHALL CONFORM TO A.S.T.M. CX-150 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 3 INCHES 16d 0 18" O.C. WHERE OCCURS 16d W FINE & COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 WITH 3-16d NAILS OR USE SIMPSON ST 2115. 18" O.C. 4. CROSS BRIDGING OR 2X BLKG.SHALL BE PROVIDED 0 8'-0" O,C, 15TI m REINFORCING STEEL MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8" IN DEPTH 1. ALL REINFORCING STEEL SHALL BE GRADE 40 IN ACCORD- BLOCKING OR AN APPROVED METAL TYPE BRIDGING. 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR ANCE WITH A.S.T.M. A615 UNLESS OTHERWISE NOTED. RAF R SINGLE LAYER DOUBLE LAYER NOTE: "L" = 4'-0" X BAR DIAMETER IN CONCRETE, U.N.O. "L" = 5'-O" X BAR DIAMETER IN MASONRY, U.N.O. REINFORCING STDDETOI 0# REINFORCING SAME SIZE AS FOOTING REINFORCING • .... MIN. G -A 3'-O" CONIC. 40 DIA. V-8" MAS. 3" q,R, STEPPED FOOTING STDDET03 STDDET06 4'-0" MIN. LAP DOUBLE TOP `-- 3/4" DIA. BOLTS EA. SIDE 3" 6" TOP PLATE SPLICE FLl;i:iWAI MWUIL014 PLATE SPLICE 2-2x PLATES, SEE PLANS FOR SIZE AND REFERENCE TO SPLICES RAMIdG AN OP AND 2x CRI AT 16" D.C. BOTTOM OF DaU STUD FOR H ER SIZE, SEE PIJN )R POST 'IRE BLOCKI9SEE(EN. LING INE AND NOXCE£D I'-0" O.C. PROVIDE SIMPSON A34 FOR 2x4 ff STUDS AND A35 FOR 2x6 STUDS, *OR NAILINGNOTES USE 2-2x JAMBS FOR 4AO AND STUD FOR IN WALLS 6x8 AND LARGER HEADERS STUDS FOR iOR WALLS INLESS NOTED WISE END POST AT PLYWOOD SHEAR PANEL WHERE OCCURS TE S AT ALL SUPPORTS. 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL 12" LG. BLOCKING 0 Top, POST WHERE FRAMING -BOLTING BOTTOM, & MID -HEIGHT OCCURS STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL L�OCATION TO SUIT WELDING OF REINFORCING BARS. 1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD CONSTRUCTION REQUIREMENTS, MAX. SPACING AT 16 O.C. 3. BARS NOTED AS "CONT "TYPICAL WALL REINFORCING AND OR NUT. SEE SCHEDULE PANEL SCHEDULE AND/OR FOUNDATION PLAN. NAIL ALL VERTICAL COLUMN REINFORCING SHALL HAVE A MINIMUM 2. ALL BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF PLY- DBL. STUDS W/ 16d 0 18" O.C.. STAGGERED SPLICE OF 50 BAR DIAMETERS LAP IN MASONRY OR WOOD, PLASTER ETC. TYP. WALL FRAMING 40 BAR DIAMETERS MINIMUM IN CONCRETE.. 3. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN 4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED. NOMINAL BOLT DIAMETER. STDDET09 OTHER SPLICES SHALL BE APPROVED BY THE STRUCURAL LUMBER TYP. STUD WALL INTERSECTIONS ENGINEER. 1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING 5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT FDNDEl0 SHALL BE STAGGERED 4 FEET UNLESS OTHER WISE NOTED. SHALL NOT EXCEED 16% & GRADED IN ACCORDANCE WITH THE 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE WEST COAST LUMBERMANS ASSOCIATION.) FOR SIZE AND SPACING OF SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN REPETATIVE USE MEMBERS JOIST OR RAFTER, SEE PLAN VSTAGGER PLYWOOD JOINTS REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION STUDS & PLATES STUD 3/8" MIN. EDGE DISTANCE EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. JOISTS & RAFTERS BOUNDARY NAILING (B.N.) FOR NAILS 7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS 2X4 TO 4X4 INCLUSIVE NO.2 ALONG CONTINUOUS SHALL BE SECURED IN PLACE PRIOR TO PLACMENT OF 2X6 TO 3X16 INCLUSIVE NO.2 PANEL EDGES CONCRETE OR GROUTING OF MASONRY. SINGLE USE MEMBERS 8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF BEAMS CONCRETE: 4X NO.2 6X OR LARGER N0.1 BELOW GRADE UNFORMED) 3" CLEAR POSTS & MULLIONS TYPICAL INTERMEDIATE BELOW GRADE FORMED) 2" CLEAR 4X4 & SMALLER NO.2 NAILING (I.N.) WALLS 1" CLEAR 4X6 & LARGER NO.2 FLOORS-10d 0 12" D.C.- COLUMNS COLUMNS 1.5"CLEAR 6X6 & LARGER NO.1 ROOFS- toa ®12" fl.c, BEAMS AND GIRDERS 1.5"CLEAR MISCELLANEOUS LUMBER STRUCTURAL SLAB BLOCKING,FURRING, ETC. NO.3 EDGE NAILING (E.N.) (ABOVE GRADE) 3/4-Cl DECKING & SHEATHING 9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE 2X,3X,4X COMM'L DEX. RE -BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG FIR. 2 X 3 FLAT BLKG. AT LONG DIMENSION OF PLYWOOD 3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. UNSUPPORTED EDGES. (REQ'D. TO RUN PERPINDICULAR TO 24-F-V8 DF/DF (Fb=240OPSl, FV=165 PSI, E=180,000 PSI) PPLLANS WHEN CALLED FOR ON JOISTS INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE UNLESS \�:MIN. SHEATHING SIZE TO BE OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION NOTE: PLYWOOD TO IE V-O' x 4'-0" FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY INSPECTED PRIOR TO COVERING TO BE SUBMITTED AND APPROVED BY THE BUILDING DEPT. PRIOR TO ERECTION. PLYWOOD LAYOUT 4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-95 STDDETII t o g I y V p j'� ru NA 2- t6d 191 16d 0 12", STAGGERED �- -1 OR RAFTER UPPER PLATE 4" WIDER THAN LOWER PLATE 2X STUDS 0 16" O.C. 1 12", STAGGERED OR RAFTER R PLATE V WIDER THAN R PLATE TUDS 0 16" O.C. PERPINDICULAR JOIST TO NON -BEARING WALL NOTES: 1. ALL PIPE SLEEVES TO BE 2" LARGER THAN PIPE. 2. FOR PIPES. MORE THAN S-O' BELOW BOTTOM OF FOOTINGS, STEP FOOTINGS PER DETAIL (NO PIPES ALLOWED IN FTC. STEP) 3. PLACE CONC. FILL AROUND SLEEVES BEFORE POURING FTG. PROVIDE 2" CEMENT z novaerte Ic 'd' = PIPE - PROVIDE SLEEVES SLEEVE DIAMETER FOR ALL PIPES. - PIPE TRENCH STDDET02 TRENCH SHALL NOT UNDERMINE WALL FTC. 50% COMPACTED BACKFILL 0 TRENCH EXCAVA7M----x L "R" BAR SIZES 3 1/2 'D' j�3, �4, �5 5 'D' #6, if17, 7 'D' f�, #1a, �i1 9 'D' �145, #185 '�'2'`''`y _lI NO TRENCH _ PARALLEL TO FOOTING BELOW THIS LINE t'-6" Mitt NO SLEEVES SHALL PENETRATE FOOTING z In z 4 ,D, in R' IC ,R, .R, * D I* � 40 'D' CONCRETE 50 'D` MASt1NRY 1 6 MINA REINFORCING STDDET04 SHEAR PANEL LENGTH 2X4 STUDS W 16' O.C. U.N.O. j--DOUBLE PLATE 2X BLKC.--- 2X TRIMMER- U.N.O. 4X END POST & HOLDOWNS U.N.O. HOLDOWIN PER � SILL PLATE BOLTING (OR PLAN 42" SOLE PLATE NAILING AT MA UPPER FLOORS) SHEAR PANEL ELEVATION STDDET07 2001 CBC SHEARWALL SCHEDULE 0 WASHER OTHER SPLICES SHALL BE APPROVED BY THE STRUCURAL LUMBER TYP. STUD WALL INTERSECTIONS ENGINEER. 1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING 5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT FDNDEl0 SHALL BE STAGGERED 4 FEET UNLESS OTHER WISE NOTED. SHALL NOT EXCEED 16% & GRADED IN ACCORDANCE WITH THE 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE WEST COAST LUMBERMANS ASSOCIATION.) FOR SIZE AND SPACING OF SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN REPETATIVE USE MEMBERS JOIST OR RAFTER, SEE PLAN VSTAGGER PLYWOOD JOINTS REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION STUDS & PLATES STUD 3/8" MIN. EDGE DISTANCE EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. JOISTS & RAFTERS BOUNDARY NAILING (B.N.) FOR NAILS 7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS 2X4 TO 4X4 INCLUSIVE NO.2 ALONG CONTINUOUS SHALL BE SECURED IN PLACE PRIOR TO PLACMENT OF 2X6 TO 3X16 INCLUSIVE NO.2 PANEL EDGES CONCRETE OR GROUTING OF MASONRY. SINGLE USE MEMBERS 8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF BEAMS CONCRETE: 4X NO.2 6X OR LARGER N0.1 BELOW GRADE UNFORMED) 3" CLEAR POSTS & MULLIONS TYPICAL INTERMEDIATE BELOW GRADE FORMED) 2" CLEAR 4X4 & SMALLER NO.2 NAILING (I.N.) WALLS 1" CLEAR 4X6 & LARGER NO.2 FLOORS-10d 0 12" D.C.- COLUMNS COLUMNS 1.5"CLEAR 6X6 & LARGER NO.1 ROOFS- toa ®12" fl.c, BEAMS AND GIRDERS 1.5"CLEAR MISCELLANEOUS LUMBER STRUCTURAL SLAB BLOCKING,FURRING, ETC. NO.3 EDGE NAILING (E.N.) (ABOVE GRADE) 3/4-Cl DECKING & SHEATHING 9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE 2X,3X,4X COMM'L DEX. RE -BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG FIR. 2 X 3 FLAT BLKG. AT LONG DIMENSION OF PLYWOOD 3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. UNSUPPORTED EDGES. (REQ'D. TO RUN PERPINDICULAR TO 24-F-V8 DF/DF (Fb=240OPSl, FV=165 PSI, E=180,000 PSI) PPLLANS WHEN CALLED FOR ON JOISTS INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE UNLESS \�:MIN. SHEATHING SIZE TO BE OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION NOTE: PLYWOOD TO IE V-O' x 4'-0" FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY INSPECTED PRIOR TO COVERING TO BE SUBMITTED AND APPROVED BY THE BUILDING DEPT. PRIOR TO ERECTION. PLYWOOD LAYOUT 4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-95 STDDETII t o g I y V p j'� ru NA 2- t6d 191 16d 0 12", STAGGERED �- -1 OR RAFTER UPPER PLATE 4" WIDER THAN LOWER PLATE 2X STUDS 0 16" O.C. 1 12", STAGGERED OR RAFTER R PLATE V WIDER THAN R PLATE TUDS 0 16" O.C. PERPINDICULAR JOIST TO NON -BEARING WALL NOTES: 1. ALL PIPE SLEEVES TO BE 2" LARGER THAN PIPE. 2. FOR PIPES. MORE THAN S-O' BELOW BOTTOM OF FOOTINGS, STEP FOOTINGS PER DETAIL (NO PIPES ALLOWED IN FTC. STEP) 3. PLACE CONC. FILL AROUND SLEEVES BEFORE POURING FTG. PROVIDE 2" CEMENT z novaerte Ic 'd' = PIPE - PROVIDE SLEEVES SLEEVE DIAMETER FOR ALL PIPES. - PIPE TRENCH STDDET02 TRENCH SHALL NOT UNDERMINE WALL FTC. 50% COMPACTED BACKFILL 0 TRENCH EXCAVA7M----x L "R" BAR SIZES 3 1/2 'D' j�3, �4, �5 5 'D' #6, if17, 7 'D' f�, #1a, �i1 9 'D' �145, #185 '�'2'`''`y _lI NO TRENCH _ PARALLEL TO FOOTING BELOW THIS LINE t'-6" Mitt NO SLEEVES SHALL PENETRATE FOOTING z In z 4 ,D, in R' IC ,R, .R, * D I* � 40 'D' CONCRETE 50 'D` MASt1NRY 1 6 MINA REINFORCING STDDET04 SHEAR PANEL LENGTH 2X4 STUDS W 16' O.C. U.N.O. j--DOUBLE PLATE 2X BLKC.--- 2X TRIMMER- U.N.O. 4X END POST & HOLDOWNS U.N.O. HOLDOWIN PER � SILL PLATE BOLTING (OR PLAN 42" SOLE PLATE NAILING AT MA UPPER FLOORS) SHEAR PANEL ELEVATION STDDET07 2001 CBC SHEARWALL SCHEDULE 0 WASHER NA 2- t6d 191 16d 0 12", STAGGERED �- -1 OR RAFTER UPPER PLATE 4" WIDER THAN LOWER PLATE 2X STUDS 0 16" O.C. 1 12", STAGGERED OR RAFTER R PLATE V WIDER THAN R PLATE TUDS 0 16" O.C. PERPINDICULAR JOIST TO NON -BEARING WALL NOTES: 1. ALL PIPE SLEEVES TO BE 2" LARGER THAN PIPE. 2. FOR PIPES. MORE THAN S-O' BELOW BOTTOM OF FOOTINGS, STEP FOOTINGS PER DETAIL (NO PIPES ALLOWED IN FTC. STEP) 3. PLACE CONC. FILL AROUND SLEEVES BEFORE POURING FTG. PROVIDE 2" CEMENT z novaerte Ic 'd' = PIPE - PROVIDE SLEEVES SLEEVE DIAMETER FOR ALL PIPES. - PIPE TRENCH STDDET02 TRENCH SHALL NOT UNDERMINE WALL FTC. 50% COMPACTED BACKFILL 0 TRENCH EXCAVA7M----x L "R" BAR SIZES 3 1/2 'D' j�3, �4, �5 5 'D' #6, if17, 7 'D' f�, #1a, �i1 9 'D' �145, #185 '�'2'`''`y _lI NO TRENCH _ PARALLEL TO FOOTING BELOW THIS LINE t'-6" Mitt NO SLEEVES SHALL PENETRATE FOOTING z In z 4 ,D, in R' IC ,R, .R, * D I* � 40 'D' CONCRETE 50 'D` MASt1NRY 1 6 MINA REINFORCING STDDET04 SHEAR PANEL LENGTH 2X4 STUDS W 16' O.C. U.N.O. j--DOUBLE PLATE 2X BLKC.--- 2X TRIMMER- U.N.O. 4X END POST & HOLDOWNS U.N.O. HOLDOWIN PER � SILL PLATE BOLTING (OR PLAN 42" SOLE PLATE NAILING AT MA UPPER FLOORS) SHEAR PANEL ELEVATION STDDET07 2001 CBC SHEARWALL SCHEDULE 0 WASHER '�'2'`''`y _lI NO TRENCH _ PARALLEL TO FOOTING BELOW THIS LINE t'-6" Mitt NO SLEEVES SHALL PENETRATE FOOTING z In z 4 ,D, in R' IC ,R, .R, * D I* � 40 'D' CONCRETE 50 'D` MASt1NRY 1 6 MINA REINFORCING STDDET04 SHEAR PANEL LENGTH 2X4 STUDS W 16' O.C. U.N.O. j--DOUBLE PLATE 2X BLKC.--- 2X TRIMMER- U.N.O. 4X END POST & HOLDOWNS U.N.O. HOLDOWIN PER � SILL PLATE BOLTING (OR PLAN 42" SOLE PLATE NAILING AT MA UPPER FLOORS) SHEAR PANEL ELEVATION STDDET07 2001 CBC SHEARWALL SCHEDULE 0 WASHER SCHEDULE BOLT IRON SNEER HEAVY PLATE WASHER ST WASHERARDCU 1/2" (d 2 1/2-0 X 1 /4' 2 1/2" X 2 1/2" X 1 j4' 1 3 "� X 3 32" 51W 0 2 3/4"0 X 5/16' 2 1/2' X 2 1/2" X 1/4" 1 3j4" 0 X t W 3j4' 0 3"0 X 7/16" 3' X 3" X 1hC 2' 0 X 5 32' 7/8' 0 3 1/2.0 X 7/16" 3 1/2" X 3 1/2" X 5/16" 2 1 4'fiS X 11 64" 1" Qi 4' Q) X t j2" 4" X 4' X Aj8' 2 t 2'S X 11,L64" NOTE: USE STANDARD CUT WASHER FOR ALL BOLTS EXCEPT THOSE IN HOLDOWN ANCHORS AND LEDGERS WASHER SCHEDULE STDDET05 ¢ a z A 'LV � vo T � qt� _4/6d MAX. NOTES: 1. BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION. 2. NOTCHES SHALL NOT OCCUR IN MIDDLE 1/3 OF SPAN. 3. BORED HOLE & NOTCH SHALL NOT OCCUR IN END 1/3 CIF• SPAN. TYP. JOIST NOTCHING STDEDE08 WIDTH WIDTH a N `--NOTCH IN STUD ---I MXd . BORED HOLE NOTE: BARED HOLE & NOTCH SHALL NOT MIN. OCCUR IN SAME 5 MIN. SECTION NON --BEARING BEARING PARTITION PARTITION TYP. STUD NOTCHING STDDET12 SYM TYPE OF MATERIAL BOTH FACES BLOCK NAIL EDGE FIELD SILL NAILING SILL BOLTING ALLOW 1 1/2" GYM BD. 5d 7" O.C. 7" O.C. 16d 0 16" O.C. 5/8' DIA. A.B.'S 0 6'-0" O.C. 30 PLF 1 2 5/8' GYM BD. 6d 7" O.G. 7" O.C. 16d 016" O.C. 5/8" DIA. A.B.'S 0 6'-0" O.C. 30 PLF 2 3 7/8' STUCCO 16GAX7/8" 6" O.C. 6" O.C. 2-16d 0 16" O.C. 5/8" DIA. A.B.'S 0 6'--0" O.C. 180 PLF 3 4 3/8" CDX PLYWD YES 8d 6" O,C. 12' O.C. 3-1/4" DIA W.S. o 16" oc 5/8" DIA. A.B.'S 0 4'-0" O.C. 260 PLF 4 5 3/8' CDX PLYW D YES 8d 4" O.C. 12" O.C. 3-1/4" DIA ws. @ 16' O. 5/8" DIA. A.B.'S @ S-8" O.C. 320 PLF 5 6 3/8' CDX PLYWD ** YES 8d 3" O.C. 12' O.C. 3-•1/4° DIA W.S. @ le o.C. 5/8" DIA. A.B.'S 0 2'-5" O.C. 490 PLF 6 7 3/8" CDX PLYWD ** YES 8d 2" O.C. 12" O.C. 3-1/4' DiA wS. o 16" o.G 5/8" DIA. A.B.'S 0 1'-9" O.C. 640 PLF 7 8 1/2" CDX PLYWD YES 10d 6" O.C. 12' O.C. 3-16d 0 16" O.C. 5/8" DIA. A.B.'S 0 S-6" O.C. 310 PLF 8 9 1/2" CDX PLYWD ** YES 1Od 4" O.C. 12' O.C. 3 t/4' DiA w.s. 016 a 5/8' DIA. A.B.'S 0 2'-6" O.C. 460 PLF 9 10 1/2" PLYWD ** YES 10d 3" O.C. 12" Q.C. 3-i/4" DiA W.S. o 16" ox 5/8" DIA. A.B.'S @ 2'-0" O.C. 600 PLF 10 11 1/2" PLYWD ** YES 10d 2" O.C. 12" Q.C. 1/4" DIA W.S. Ole o, 5/8" DIA. A.B.'S 0 1'-6" Q.C. 770 PLF 11 12 1/2" PLYWD ** YES YES 10d 4" O.C. 12' O.C. 1/4" DIA W.S.016' 0.1 5/8" DIA. A.B.'S 01'-3" O.C. 920 PLF 12 SW SIMPSON STRONG -WALL ( ICBO # PFC- 5485). ALL INSTALLATIONS AND DETAILS PER SIMPSON RECONDEMATIONS, TYPE SW X AS SHOWN ON THE PLAN Ft LEGEND: ' ** ' + 3 X FRAMING OR THICKER REQUIRED FOR ALL PLYWOOD EDGE NAILINGS AND SILL PLATE. NAIL SHALL BE STAGGERED ' W.S.' + WOOD SCREW (or LAG SCREW) - USE 5" LONG MININUM FOR 3 X SILL PLATE. - USE 6" LONG MINIMUM FOR 4 X SILL PLATE. -PREDRILL HOLE BEFORE INSTALL WOOD SCREW . (or LAG SCREW) * A.B. * = ANCHOR BOLT (A307) - REQUIERED 7' MINIMUM EMBEDMENT INTO FOUNDATION FOOTING. NOTE: 1. NAILS FOR PLYWOOD AND SILL PLATE TO BE COMMON NAIL. 2. PROVIDE SOLID BLOCKING AT PLYWOOD EDGES. 3. NAILS AND STAPPLES SHALL DRIVEN AT ALL STUDS, PLATES, AND BLOCKINGS. 4. PROVIDE EDGE NAILING TO STUDS AND POSTS AT HOLDDOWN LOCATIONS. 5. USE 2 X STUDS (DOUGLAS-FIR LACH) 0 16" O.C. AT SHEAR WALLA UNLESS OTHERWISE NOTED. 6. ALL ANCHOR BOLTS REQUIRED APPROVED 2'x2'3/16" THICKENS PLATE WASHER UNDER EACH NUT. 7. WHERE ANCHOR BOLTS MISSING, PROVIDE 5/8" DIA RAW STUD BOLTS WITH 5' MINIMUM EMBEDMENT. (ICBO# 4514) 8. 1/2' CDX PLYWOOD SHALL BE 5 PLY PLYWOOD . 9. THERE SHALL BE A MINIMUM 2 BOLTS PER PIECE OF SHEAR WALL WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAT 5 INCHES FROM EACH END OF THE PIECE OF SHEAR WALL STDDET13 01 r. c� N t3) 0 Q N 4 4 V W F- Ln M co LLI Z Q: w R Z C) Z A t/) 04 04 U) ui F_ I:�i 0 i IF- W U) z F_ W pgOFESSIp \N M. NO 576 O 31 06 CAS-�F�� f 0 / FfT o 3 d Q Q 00 I'- C3 CO coI'`' W m � 'ct it z 0 (0 Q L!I (0z z °6 <cl� CO _ 0- DRAWN ARIAN K. NASIRI CHECKED DATE DULY-17-05 SCALE: NTS JOB NO SHEET -1 LEGEND: ' ** ' + 3 X FRAMING OR THICKER REQUIRED FOR ALL PLYWOOD EDGE NAILINGS AND SILL PLATE. NAIL SHALL BE STAGGERED ' W.S.' + WOOD SCREW (or LAG SCREW) - USE 5" LONG MININUM FOR 3 X SILL PLATE. - USE 6" LONG MINIMUM FOR 4 X SILL PLATE. -PREDRILL HOLE BEFORE INSTALL WOOD SCREW . (or LAG SCREW) * A.B. * = ANCHOR BOLT (A307) - REQUIERED 7' MINIMUM EMBEDMENT INTO FOUNDATION FOOTING. NOTE: 1. NAILS FOR PLYWOOD AND SILL PLATE TO BE COMMON NAIL. 2. PROVIDE SOLID BLOCKING AT PLYWOOD EDGES. 3. NAILS AND STAPPLES SHALL DRIVEN AT ALL STUDS, PLATES, AND BLOCKINGS. 4. PROVIDE EDGE NAILING TO STUDS AND POSTS AT HOLDDOWN LOCATIONS. 5. USE 2 X STUDS (DOUGLAS-FIR LACH) 0 16" O.C. AT SHEAR WALLA UNLESS OTHERWISE NOTED. 6. ALL ANCHOR BOLTS REQUIRED APPROVED 2'x2'3/16" THICKENS PLATE WASHER UNDER EACH NUT. 7. WHERE ANCHOR BOLTS MISSING, PROVIDE 5/8" DIA RAW STUD BOLTS WITH 5' MINIMUM EMBEDMENT. (ICBO# 4514) 8. 1/2' CDX PLYWOOD SHALL BE 5 PLY PLYWOOD . 9. THERE SHALL BE A MINIMUM 2 BOLTS PER PIECE OF SHEAR WALL WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAT 5 INCHES FROM EACH END OF THE PIECE OF SHEAR WALL STDDET13 01 r. c� N t3) 0 Q N 4 4 V W F- Ln M co LLI Z Q: w R Z C) Z A t/) 04 04 U) ui F_ I:�i 0 i IF- W U) z F_ W pgOFESSIp \N M. NO 576 O 31 06 CAS-�F�� f 0 / FfT o 3 d Q Q 00 I'- C3 CO coI'`' W m � 'ct it z 0 (0 Q L!I (0z z °6 <cl� CO _ 0- DRAWN ARIAN K. NASIRI CHECKED DATE DULY-17-05 SCALE: NTS JOB NO SHEET -1 4� C�� �3� 0 z 4) L6 4 HATCHED AREA INDICATES CALIFORNIA Li 7' 1 46 FRAMING. I'! 46 I 7'sN IST UL=vLr4 I - ENGINEER Of RECORD 15 ONLY RESPON51DI-E FOR THE STRUCTURAL DESIGN AND ACCEPTS NO RESPONSIBILITY FOR DIMENSIONS AND ARCHITECTURAL DESIGN. 2- ENGINEER OF RECORD SHALL NOT DE RE5PON5I[3LE FOR ANY ERRORS AND OR OMISSIONS. 3- CONTRACTOR/ OWNER TO INFORM ENGINEER Of RECORD Of ANY DISCREPANCIES PRIOR TO START OF WORK. 4- ALL MST HOLDOWN5 SHALL BE VERTICALLY INSTALLED AND WRAPPED AROUND FLOOR FRAMING. 5- ALL J015T TO 5EAM55HALL DE ATTACHED WITH 5IMP50N HANGERS OR APPROVED EQUAL. G- SEE FOUNDATION PLAN FOR HOLDOWNS @ CONCRETE FOOTINGS. 7- USE DETAIL 5 ON SHEET (D-2) @ ALL NEW WINDOW OPENINGS. 5- USE M5T48 @ ALL TOP PLATE SPLICES @ ROOF FLOOR). 9- SECOND FLOOR 5HEAKWALL5 SHALL DE ATTACHED TO ROOF SHEATHING PER DETAIL 9/D- I . 10- ALL P05T SUPPORTING BEAMS SHALL BE ATTACHED TO FOUNDATION WITH SYMPSONC13 OR APPROVED EQUAL. 1 1. THE ENGINEER Of RECORD SHALL PROVIDE THE FOLLOWING DURING CONSTRUCTION: a. Structural tests and inspections required by C13C chapter 17. b. The engineer of record Shall provide periodic and final m5pection5 for all structural elements to insure completed construction agrees with his design. Prior to the Building Safety Divi5ion'5 final inspection, the Structural engineer of record 5fiali Submit a letter to the Building official certifying completed Structural elements. (Sec. I OG3.5, * 1702 C13C). c. Other Structural inspections required by the engineer or architect in responsible charge of the Structural work, d. 5recial inspections required by ICC/IC130 Research Reports. REVISIONS BY. I- 0 I- C14 0) Z Q co Fr < C--4 00 z W W • �LO (Y) z Q W Z 0 z a. CID V CIS! C14 0 :z U LiL i W m U- cn 0 N . 42576 3 31 06 c \A im cJ < N 1'. 00 rn Z CN 9 < �W W m Z =) ry 0 < Uj z z 0 < X DRAM ARIAN K. NASIRI CHECKED DATE OCT-17-05 SCALE: JOB NO SHEET S-1 Cz� C3J (4 - NO I I - ENGINEER OF RECORD 15 ONLY RESPONSIBLE FOR THE 5TRUCTURAL DE51GN AND ACCEPTS NO RE5PON51BILITY FOR DIMENSIONS AND ARCHITECTURAL DE51GN. 2- ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND OR OMISSIONS. 3- CONTRACTOR/ OWNER TO INFORM ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR TO START OF WORD. 4- ALL MST HOLDOWNS SHALL BE VERTICALLY INSTALLED AND WRAPPED AROUND FLOOR FRAMING. 5- ALL JOIST TO BEAMS SHALL BE ATTACHED WITH 5IMP50N HANGERS OR APPROVED EQUAL. 6- SEE FOUNDATION PLAN FOR HOLDOWN5 @ CONCRETE FOOTING5. 7- USE DETAIL 5 ON SHEET (D-2) @ ALL NEW WINDOW OPENINGS. 8- USE M5T48 @ ALL TOP PLATE SPLICES ( @ ROOF FLOOR) . 9- SECOND FLOOR SHEARWALL5 SHALL BE ATTACHED TO ROOF SHEATHING PER DETAIL 91D- I.. 1 O- ALL P05T SUPPORTING BEAMS SHALL BE ATTACHED TO FOUNDATION WITH 5YMP50N CB OR APPROVED EQUAL. 1 1. THE ENGINEER OF RECORD SHALL PROVIDE THE FOLLOWING DURING CONSTRUCTION: a. Structural te5t5 and m5pection5 required by CBC chapter 17. b. The engineer of record Shall provide periodic and final in5pection5 for all Structural elements to m5ure completed construction acjree5 with his de5icjn. Prior to the Building Safety Division's final m5pectson, the Structural engineer of record Shall Submit a letter to the Building official certifying completed Structural elements. (5ec. I OG.3.5, * 1 702 CBC). c. Other Structural m5pection5 required by the engineer or architect in responsible charge of the Structural work. d. 5pecial m5pection5 required by ICCACBO Research Reports. REVISIONS BY r. 0 N < N W tq W Q Z Cf) d W LJ rY O TZ z v� ct> �t- cy z Uj w` LL W W 0 0 ..j LL.. PRC}FESSI�� {} 42576 . 3 31 06 4 CA F aC U 04 4 U` I.L Z U) N tf� d CO m Wpocfl M Q (J3 W to Q ..� LU '" � C �- Z Z 0 DRAWN ARIAN K. NAS1Ri CHECKED DATE OCT-17-05 SCALE: JOB NO SHEET -2 STUD WALL EDGE NAIL - 8d @ 4" O.C. PLYWOOD SHEAR PANEL -LAP @ JOISTS (2) 2x PLATE(S) 114-0X6"LW.S @3"O.C. OR 3 PER 16" BAY SUBFLOOR- END NAIL SEE PLAN 8d @ 4" O.C. MST STRAP 1314" TIMBERSTRAND RIM OR BLOCKING SEE PLAN FOR - SIZE - NAIL PER MFR. END NAIL 8d @ 4" O.C. SIMPSON A35 @ 12" Q.C. STUD WALL DBL. 2x PLATES HEADER WHERE OCCURS INSPECTION NOTE: SHEAR NAILING OF FIRST PLATE SHALL BE INSPECTED PRIOR TO INSTALLATION/NAILING SECOND SILL PLATE. STUD WALL ENDNAIL PLYWD.- PLYWOOD 3d @ 4" O.C. SHEAR " WALL STRAP -WHERE (2) 2x PLATE(S) OCCURS SEE 114" 0 X 6" L W.S @ 3" O.C. OR 3 PER 16".BAY PLAN EDGE NAIL- TJI FLR. JOISTS - SEE PLAN SEE PLAN FOR NAILING 1 3i4" TIMBER - STRAND RIM - MATCH TJI DEPTH EDGE NAIL -SEE PLAN FOR NAILING DBL. 2x PLATES STUD WALL HEADER WHERE OCCURS INSPECTION NOTE: SHEAR NAILING OF FIRST PLATE SHALL BE INSPECTED PRIOR TO INSTALLATION! NAILING SECOND SILL PLATE. STUD WALL SPECIFIED 114" 0 X 5" L W.S @ 3-O.C. SHEAR WALL — OR 3 PER 16" BAY FLOOR SHEATHING BEAM UNDER A35 @ 12" O.C. Wt WALL -SEE PLAN (ALT W(A35F) -----� B.N. —. r A35F @ 12" O.C. W1 (12) 8d x 1 1/2" FLOOR SHEATING A35e24' DOUBLE FLOOR JOIST WHERE STRAP HOLDOWN OCCURS. SHEAR WALLO B.N. SEE PLAN TJI FLOOR JOISTS - SEE PLAN TJI SHEAR BIKING @ 48" O.C. SPECIFIED SHEAR WALL P X 4 STUDS @ 16' O.C. OR 4x4 P 1/4' X 5' WOOD SCREW @ 6' O.C. AND OR PER SHEAR _.. WALL SCHEDULE. OFFSET SHEAR WALE ig d HAI STRAP PER PLAN LL•J' 3/4" DIA M/ 2-2X TC PLATE EDGE NAIL----'" SEE PLAN FOR NAILING SHEAR WALL FRAME TO ROOF. SEE PLAN FOR SIZE EDGE NAIL SEE PLAN FOR NAILING SEE PLAN WHERE OCCURS 2x BLK EDGE NAIL SEE PLAN FOR NAILING B13UNDARY NAILING SEE PLAN FOR NAILING - PLYWOOD SHEATHING -RAFTER AT RAKE WALL --A35 CLIP @ 16' O.C. TO RAFTERS WALL PLATES STUD WALL SILL NAILING 16d @ 4' D.C. A35 CLIP @ 16' D.C. SHEAR TRANSFER RIDGE PER PLAN HRC44 SHIM AS NECESSARY HIPS OR /Z VALLEYS PER PLAN A-35 ___/ 44 KP A-35 EACH SIDE (2) 2x C.J. DIRECTION PER PLAN 10 HIPS OR VALLEY MEMBERS (1) TS18 EACH SIDE 44 KP PC44 (2) 2x CEILING JOISTS PER PLAN, OR C.B. OR WALL BELOW im CALIFORNIA FRAMING B.N. ---\ 2X RAFTERS PER PLAN PLY PER SHEAR WALL SCHEDULE 1, 2X Rafter ywd Roof Shtg. Cont. w/16d Nails t 8' ❑.0 Age Nailing c Blkg w/Plywd EA c Cont. w/16d's @ t8'D.0 2x6 COLOR TIES ® - 32" O.C. WITH (6) 16d @ EA. END TYPICAL im ------- RIDGE MEMBER r- R.R. PER PLAN rION 2x6 DIAGONAL BRACING WITH (6) 16d @ EA. END ALTERNATE SPACING WITH COLOR TIES @32" O.C. C.J. PER PLAN (4) 16d TYPICAL 15 1 ADD'L RAFTER LINED UP W/ WALL BELOW W/ A35 PER S.W. SCHED. 2X STUDS 0 1 G"o.0 RAFTERS - SEE PLAN NAIL W/ 5-16d NAILS SOLID TSHEAR TRANSFER CEILING JOISTS SIMPSON A35 @ EX 32' O.C. ALTERNATE WALL PLATES RAFTERS - POSITION AND NAILING PER STUD WALL MANUF. SPEC, SHEAR WALL X FRAME <3--TO ROOF, SEE PLAN FOR SIZE (WHERE OCCURS) �---- FIELD NAILING B.N. 2x LEDGER CONTINUOUS W/ (2) 3/8" LAG SCREW x 4" LONG PER STUD CV 2x BLOCKING (2) 1 f5d NAILS BLOCKING PER 2x4 STUD WALL BLOCK 0 SEE PLAN 2x R.R. @ 16" O.C. WITH HU2 HANGER RAFTER OR HIP TO WALL DETAIL ROOF RAFTER 0 16" O.C. R.R. @ 16 O.C. + 2x4 DIAGONAL BRACING + :--' --- A-35 EA SIDE FROM ROOF RAFTER TO + + -I- + 2x BLOCKING @ CEILING + (2) 2x4 @ 32" O.C. JOISTS @ MID -SPAN @ K POST @ EACH EACH RAFTER TYPICAL RAFTER Q MID -SPAN (4) 16d NAILS 0 EACH END A-35 EA. SIDE 2x BLOCKING s (2) 16d C.J. C.J. PER PLAN TO BLOCKING C.J. + — HU HGR + + { + 2x CEILING JOISTS PER PLAN CEILING BM PER PLAN REVISIONS 7BY tl- 0 t­ tV Ci> U C� ZZN N w Q LO z Nt Q v- us to N CV . ��r'-,°(' L"I W ■ ■ ■ J - = F F- w W...,�.1 LU 001 pc 1, M. 0. 42576 (t}3 31 OIS O� CAl-�F <¢ o00 " dF—m I ti WWp{`�,}c�+:� m a ,�. z cr. � ti 06 < -r cL E?, DRAWN ARIAN K. NASIRI CHECKED DATE JULY-16-05 SCALE: 1I4"=1'-0" JOB NO SHEET D"1 O� r '000 SEE SW2 SHEET FOR STACKED REFER TO THE CURRENT Fss SEE SW2 SHEET FOR STACKED REFER, TO THE CURRENT SEE SW2 SHEET FOR STACKED "FRONT' STAMPED, ON PLATE WASHM SEE SW2 SHEET FOR STACKED 'FRONT' STAMPED STRONG -WALL REQUIREMENTS. SIMPSON CONNECTOR CATALOG STRONG -WALL REQUIREMENTS. SIMPSON CONNECTOR CATALOG STRONG -WALL REQUIREMENTS TSJ, STRONG -WALL REQUIREMENTS. ON PLATE WASHER FOR SSTB INSTALLATION AND, FOR SSTB INSTALLATION AND REBAR LENGTH REQUIREMENTS REBAR LENGTH REQUIREMENTS EMBED LINE jW FACE OF STRONG - EMBED LINE PRE -INSTALLED WALL PANEL PRE -INSTALLED HDQS HMMOWN AND HDQ8 HOLDOWN PLATE WASHER ONE #4 REBAR PRE -INSTALLED Sosl/,CX6- All" SDS1/4!'xlr REQUIRED FOR SSTB 5 VIEW A -A A VIEW A -A SCREWS /7AS 5 3' MI N. NUT AN PLATE TH Rol NGM- 5" MAX. > USE SST834 A.S. IF A A.' COLD. JOINT EXISTS AT SUB AND A A A COU NUT , FOOTING A, '���4 FOR INSP. 1 1/4'-1 1/0 RIM JOISr _V 3" MIN. A* SST828 _WA . . .. . A_ REBAR AS THREAD D PLA BEARING PLATE W1 / FLOOR SHEATHING 7 ej 5" MAX. 4*, REQUIRED FOR SSTB28 SING SDSI/4x2 1/2"FLOOR S �/4 NUT SCREWS is 11 1, 1, it it, flt H MST (DESIGN BY OTHERS) 4 I I- EMBE DMENT INTO �%4 E F I CUTOUT SUSFLOOR k:1 & BLOCKING TO ACCEPT 1:4 PER DETAIL X, SIMPSON LTP4 L 4 SSM28 ;� . N� � -. - I FOOTING REQUIRED WHERE STEMWALL HEIGHT LESS THAN IINCHES. 'o -A .4 - (2) 3.5x6.5x3/8 ROD (W)T PRCM BEARING PLATES ALL THREAD COUPLER NUT FRAMING ANCHOR (DESIGN BY OTHERS) .4 BLOCKING, SAME SIZE MATERIAL 4-1/t AS RIM JOIST, STITCH NAILED TO A A 0 -WITNESS HOLES 4 SQUASH MIN. VISIBLE FO INSP. I 1 3 ROWS OF , 44 T(Ml 2ST /W72 LONG AT 3" D.C. VNIA A :4 I' SOALOR SILL PLATE AND ANCHORAGE _j .. 4 A. HORIZONT, It, A. 4, A. CONCRETE STEM WALL , 12* AS' '/A W/ 7* MINIMUM SOLID OTHERS) (DESIGN BY 0 (DESIGN BY OTHERS) E STRONG —WALL POST A CONCRETE EMBED REMOVED 4 A Y CLR. 44 - 4­- MIN, FOUNDATION MIN. N %MRa= _ It i. ZDC -STdfi� - CONCRETE STEM WALL (DESIGN BY OTHERS) (DESIGN BY OTHERS) T 4 SEE DETAIL 4 HERE' =1128 4 A A AE4 SEE DETAIL 4 SSTB ANCHORAGE (SLAB ON GRADE) 1 SSTB ANCHORAGE (CONC. STEM WALL) 2 STANDARD WALL SILL RAISED FLOOR WALL SILL 4 RAISED FLOOR WALL SECTION 5 ROOF FRAMING L(BY OTHERS) A35 FRAMING ANCHOR. (DESIGN BY OTHERS) BL TOP PLATES MAX.*718* SHIM Z _ STRONG -WALL TOP PLATES SDSI/4-xr SCREWS TOP PLATE CONNECTION 7 8 9 10 5/8" DIA. MUDSILL A.B.SSTB28 SSTB28 NOTE: NOTE. ALL NECESSARY HARDWARE, FOR REFER TO THE CURRENT SIMPSON 1" MAX- PANEL INSTALLATION IS v\j CONNECTOR CATALOG FOR PRE -ATTACHED OR NOVIDED. EXCEPT TEMPLATE SELECTION CHART. FOR TEMPLATE AND ANCHOR BOLTS. ------ TOP OF c CON RETE 1. STRONG -WALL IS MANUFACTURED AND TRADEMARKED BY IMPSON STRONG -TIE COMPANY, INC.", 4 > HOME OFFICE: 4120 DUBLIN BLVD., #400, DUBLIN, CA 94568 TEN.: (800) 999-5099, FAX: (925) 875-0826 "SIMPSON STRONG -TIE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY. SWT EXTERIOR TEMPLATE a if if if if 1 1; 111 1; Ii Ii H Ii I; II Ii I; H fl 11. It 1. 1. 111 1.1 11 11 if a .1 11 If If 11 11 (FOR 2x FORM BOARDS) RAISED FLOOR STRO STANDARD NG-WALL _�STRONG-WALL 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT TM SEE SHEET CONFORMANCE TO THESE DRAWINGS AND THE STRONG -WALL SWO FOR INSTALLATION GUIDE, T-SWGUIDE. MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES IN THE /7 --------ALLOWABLE INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE MADE BY A QUALIFIED OPENINGS ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER. t t REFER TO I.C.B.O. PFC-5485 FOR FURTHER INFORMATION. DIA. 5/8 SLAB ON GRADE MUDSILL A.B. SSTB28 SST828 WOOD FLOUR- yy 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE _T_ STRONG -WALL SYSTEM. 1F ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT lift ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. SINGLE STORY STRONG -WALLS 11 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG -WALL IN TOP OF EMBED LINE AT CONCRETE RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT DRAWINGS. - TOP OF CONCRETE 11b 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL SWTI INTERIOR TEMPLATE BUILDING OFFICIAL. (FOR 2x4 ABOVE CONCRETE) 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE -----2ND FLOOR RF LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND ANY OTHER STRONG -WALL LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. k 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL FORGES FROM THE STRUCTURE T4 THE GROUND, !S THE RESPONSIBILITY OF THE STANDARD STRONG -WALL MODELS RAISED FLOOR STRONG -WALL MODELS DESIGNER. ASSEMBLED NUMBER OF HOLDOWN ASWALL NUMBER OF NUMBER OF HOLDOWN MAX. WALL MODEL W (in) H (in) T (in) MUDSILL ANCHOR MODEL W H (1n) T FASTENERS IN FASTENERS IN ANCHOR WEIGHT NO. ANCHORS BOLTS WEIGHT SET UP (in) 0n) BOTTOM OF WALL TOP OF WALL BOLTS (Ibs) (lbs) 8. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR sw18x8 IS 9.3 1/4* 3 1/2 2-5/8"0 2-SSTS28 85 SW18x8-RF 18 93 1/4- 3 1/2 13-SDS 1/4x6 13-SOS I/4x6 2-MR28 85 SUCH CHANGES, 1ST FLOOR RF STRONG -WALL SW24x8 24 93 1/4 1.3 1/2 2-5/8"o I 2-SST828 91 SW24x8-RF 24 1 93 1/4' 3 1/21 16-SDS 1/44 16-SDS 1/4x6 2-SSTB28 91 TOP OF SW32x8 32 93 1l4" 3 1/2 2-5/8-0 2-SMB28 116 SW32x8-RF 32 93 1/4- 3 1/2 20-SDS I/4x6 20-SDS I/4x6 2-SSM28 116 9. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. FLOOR STD. CONCRETE SWTPF TEMPLATE STRONG -WALL SW48x8 48 93 1/4- 3 1/2 3-5/8-0 2-SST828 149 SW48xS-RF 48 93 1/4- 3 1/2 28-SOS 1/4x6 28-SDS I/4x6 2-SSIB28 149 (FOR PLYWOOD PANEL FORMS) SWI8c9 18 105 1/4, 3 1/2 1 2-5/8"0 2-SSTB28 94 SW18x9-RF 18 105 1l4" 3 1/2 13 1 SDS I/4x6 13-SDS 1/4x6 2-SSTS28 94 SW24x9 24 105 Ile 3 1/2 2-5/8*0 2-SSTS28 101 SN24x9-RF 24 105 1/4' 3 1/2, 1 6-SDS I/4x6 16-SDS 1/4x6 2-SSTS28 101 SW32x9 32 105 I/e 3 1/2 2-51eO 2-SSTS28 128 SW32x9-RF 32 105 1/4* 3 1/2 20-SDS 1/4x6 20-SDS 1/4x6 2-SSM28 128 -"ADE• SEE SW2 SHEET FOR STACKED SW48xg 48 105 1/4* 3 1/2 3-5/8"0 2-SSTB28 165 SW48x9-RF 1 48 105 1/4- 3 1/2 28-SDS 1/4x6 28-SDS 1/4x6 2-SST828 165 SLai STRONG -WALL ANCHOR BOLT SW24x1O 24 117 1/4' 3 1/2, 2-5/8"0 2-SSTS28 ill SW24xlO-RF 24 117 1/4� 3 1/2 16-SDS 1/4x6 16-SOS I/4x6 2-SSTS28 Ill REQUIREMENTS. STACKED SEE SW2 SHEET FOR mD FLOOR [_32x:10: 32 1117 1/4' 3 1/2 2-5/8"0 2-SST828 134 SW32xIO-RF 32 1117 1/4' .3 1/2 20-SDS 1/4x6 20-SDS 1/4x6 2-SSTB28 134 1 STRONG -WALL REQUIREMENTS. - 1/4-13 1/21 28-SDS 1/4x6 I 28-SDS 1/4x6 2-SSTB28 171 SW:.Jo _ 48 117 1/4- 3 1/2 3-5/8-2-SST828 171 SW48xlO-RF 48 117 0 11 STACKED STRONG -WALLS 12 STRONG -WALL TEMPLATES 13 SINGLE STORY STANDARD & RAISED FLOOR WALL SPECIFICATIONS 14 NOTES 15 (o to 00 0)0 to 6 00 Z� to m c*4 => X • 0) 00 > to W LL- z 0) 0 Wxt 0 04 x uj I L v- NAME 77 � DATE 01/31/01 SCALE NO SCALE CHECKED R.A. , J,G. SHEET S w i OF SHEETS ------ - ---- --- - ---- -- - Mr. & Mrs. Garcia Residence 7/17/2005 Project Tide Date 606 E. 3rd Street Santa Ana Project Address Building Permit# IDA ENGINEERING (714) 435-2828 Plan Check I Date Documentation Author Telephone Computer Performance 8 Field Check I Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: -3A-5-9-fl? Average Ceiling Height 8.0 It Total Conditioned Slab Area: -- �17 52 f Building Type; (check one or more) OX Single Family Detached ❑ Addition El Single Family Attached ❑ Existing Building 11 Multi -Family ❑ Existing Plus Addition Front Orientation: (North) 0 deg Floor Construction Type: k] Slab Floor Number of Dwelling Units: 1.00 Number of Stories: - 2 nX Raised Floor BUILDING SHELL INSULATION Const. Component Frame Assembly Location/Comments ape Type U-Value (attic, garage, typical, etc.) R-30 Roof(R.30.2x12.16) Wood 0.035 Exterior Roof R-13Wall (W.13.2x4.16) Wood 0.088 Exterior Wall R-22 Floor (F.22.2x8.10 Wood 0.044 Exterior Floor / Over Open Space Slab On Grade n1a 0.756 Covered Slab wJR-0.0 Perimeter Insulation I:Fr-JF-qTRAT]ntd qhadina nPVw-P% Type Orientation Area Fenestration Exterior Overhang Side Fins (SF) U-Factor 9HQQ Shading Yes / No Yes No Right Oft0t 98.0 ----R.79 0.70 Bud Screen Ik 11 El 1XI Left {Epg)- ---205.0 _---0.79 0.70 Bug Screen Fx] Q El 191 Rear (S-OAW- 165.0 0.79 0.70 Bug §cLeen FXI 0 11 FX] Front (North,_}_ 69.0 0.79 0.70 Bua Screen [x] Ej F-1 [91 El El El El 0 1:1 El El 1:1 El El 0 El 0 1:1 0 1:1 R El 1:1 1:1 El 1:1 El 1:1 0 El 1:1 Run Initiation Time: 07111710617'" -Q'J C2... 62 1 EnerovPro 3.1 By EnerovSoft User Number. 4856 Job Number: 2005T-129 Page:3 of 10 1 Mandatory Measures Checklist: Residential (Page 1 of 2) MFAR NOTE: LowTise residential buildings subject to the Standards mustcontain these measures regardless of the compliance approach used, items marked with an asterisk (*) may be superseded by more stringentcompliance 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. DESCRIPTION instructions: Check or initial applicable boxes or enter NIA if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures [X] -§150(.): Minimum R-19 ceiling insulation. ❑ §150(b): Loose fill insulation manufacturer's labeled R-Value. A4150(c): Minimum R-13 wall insulation in mod framed walls or equivalent U-value in metal tame walls (does not apply to exterior mass walls). *§150(d): Minimum R-13 raised floor insulation in framed floors or equivalent §150(1): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2,0 perm/inch. X§118: Insulation specified or installed meets insulation quality standards. Indicate type and form, 6116-17: Fenestration Products, Exterior Doors and Infiltration/Extidittration Controls 1, Doors and windows between conditioned and unconditioned spaces designed to limit air leakage, 2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and seated, ❑ §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only, E] §150ff Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. ❑ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2, No continuous burning gas plots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment water heaters, showerheads and faucets cerfified by the Commission. ❑ §1 50(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. LF;:;' 6150(i). Setback thermostat on all applicable heating andlor cooling systems. F---' 61500): Pipe and Tank Insulation L& 1, Storage gaswater heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-1 2 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hotwater tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hotvmtertank EnergyPro 3.1 By EnergySoft User Number. 4856 Job Number. 2005T-129 Page: 5 �of 10 Certificate of Compliance: Residential (Part 2 of 2) CFAR Mr. & Mrs. Garcia Residence 7/17/2005 Project Title Date HVACSYSTEMS; Note: Input Hydronic of combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location PipingThermostat Location/ pump, etc.) (AFUE/HSPF)(ducts, attic, etc.) tue Type Comments Central Furnace- 92% AFUE Duds in Affie- --4-2- Setback- Res-EWAC- Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) {attic, etc.) R-Value Type Comments Split Air Conditioner -12ALSE.ER- eructsinAli 14VAr. WATER HEATING SYSTEMS Rated Tank Energyrn F Exteal Water Heater Water Heater Distribution #in Input Cap. or ov:cO Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R-Value RHEEMA4150- Small Standard- -GAs-- .1® ---40= ---nta- I For small gas storage (rated inputs of less than or equal to 75,000 Btuihr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btuthr), list Rated Input Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance fists 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 cerfificate has been signed by the individual with overall design responsibility. The undersigned recognize that compliance using duct seating and TXVs requires installer testing and certification and gold verification byan approved HERS rater. Designer or Owner (per Business & Prof=ions Cod �e) Documentation Author 4�'A' Name: 711ft 0 t L-66Name: H. M. Fard Title/Firm: Gonzalo (Guillen TitleiFirm: IDA ENGINEERING Address: 718 S. Hickory $tret Address: 2246 S. STANDARD AVE. Santa Ana, CA 9270-2 SANTA ANA. CA 92707 Telephone: (714) 6674m Telephone: 17141435-2828 Lie. Zo-17-6 {si tore} '(date) U (date), Enforcement Agency J to Name: Title/Firm: Address: Telephone: "i nature/stain (date) Run Initiation Time: 0711710617:31:Q2 RunCode: 1121648662 lEnergyPro 3.1 By Energy8oft User Number. 4856 Job Number. 2005T-129 PageA of 10 III L =� T . EKG =01K*30009, Isuz NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk C) maybe superseded by more stringent compliance requirements listed on the Certificate of Compliance. When thischeddist 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. DESCRIPTION instructions- Check or initial applicable boxes or enter NIA if not applicable. DESIGNER ENFORCEMENT_ Space Conditioning, Water Heating and Plumbing System Measures: (continued) [X:]-§150(m): DuctsadF.ns 1. All ducts and plenums installed, seated and insulated to meet the requirements of the 1998 CIVIC Sections 601, 603, 604 and Standard &3; ducts insulated to a minimum installed level of R-4.2 orenclosed entirely in conditioned space. Openings shall be seated with mastic, tape, aerosol sealant or other duct -closure system that meets, the applicable requirements of ULI 81, UL181A, or ULI SIB, If mastic or tape is used to seat openings greater than 1/4 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 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 air handlers, and plenums defined or constructed with materials other than seated sheet metal, duct board orflexible duct shall not be used forconveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unlesssuch a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automate dampers, 6. Gravity ventlation systems serving conditioned space have eitherautorriatic 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 outJoor service ia.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellularfoam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. E] §114'. Pool and Spa Heating Systems and Equipment 1, certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating, and no pilot 2. System is Installed with at least 36" of pipe between filter and heater forfuture solar, cover for outdoor pools or spas a. At least 36" of pipe between fitter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. PX, §115. G..flred Central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) ❑ §118 (f): Cool Roof material meet specified criteria Lighting Measures ❑ #1 50(k)l : Luminaires for general fighting In kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general fighting shall be controlled by switch one readily accessible fighting control panel at an entrance to the kitchen. ❑ §1 50(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumensiwatt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved 1 3.1 BY EnergYSOft User Number: 4856 Job Number. 2005T-1 29 Page:6 of 10 REVISIONS BY ti O C14 0) 0 Z Z 00 EC N OD N 11.1 UJ Z Lib ce) < Z U) 't 141 - 0 W q4t V- Z W 0Z Cr- 8, 30: Z 0 0- Cf) (0 CVi C-4 UJ UJ LLi F- F- 0 ry C) 0) < tit F- r'- C,4 o) 00 0 Z ff% < '-0 W UJ C) M W Cif Z or) <e Z V- CD 0 <- LIJ 2 (OF Z Z 0 < DRAWN ARIAN K. NASIRI CHECKED DATE JULY-17-05 SCALE: NTS JOB NO SHEET T-24