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Home My WebLink About10148900.pdfPL ALL Nif",`V CONSTRUC:r101�1 S14ALL RE DONE IN ACCORDANUE, WITHTHE 2001 CALM-ORNIA BUILDING PIAJM,BIWCi. UffiCHANICAL AND ELECTRICAL (COTS' S, AND ALL I-OCAL .Co[YES AWI) ORDENANCE& AIL lkork"K 151-410U, COMPLY -MTH CAUVOIRMI'A -)3-IJIlID1NGsTl AN DARus ('011E FOU14D e rX THE STATE.-', OF 4,',ALHF,0V.*,N-lA JITU24- ND: LEGE —F--- WALL XISTINIC, 72X4 pj�,()POSED NEW :LY,,4 W WALL To BE, R-P-IVloVE) p�fzopo,,,Rr`D N-EM2X6 WALL smolcEmC ,CTORS Nil c 4 Y Wlip, W'16J I)V- 0 y WA c�r Al Vf/,,6 WA s 3 C(A '11()IM S' HALL N WrVR -12 ,COME8 �23 AND NAILIW-C, Tah TXOM Pil miw flanot "kT, D FiliMHER3 wIll.-I Y',,M �ARMOR-, N FRON, F Mll-� lr;l olr LOU"" R P LAN -k4 I Sj jrV74 PLAN 1PLIA30-Ilk PLAN ER 2 1-40))UNT A"r,'�pCqj T -PLA"-p, 1 R ', - 4 31 C) —P P L Aul \\T FIR, PIrA, N CRI TEI 11 TfY PLAIN GENNIBRAL NTOM flilo ITLAITUS `6 L E 2, 4 z Lu I Of: 6 PRINTED QN "C.LEARORINT 16,00H• ram,.... i m THEf0LWWM4AL1ff-f0f 0CMmiry TO ACCC7MPVOY STANOARVOWDING PRACTICES, AN? S&MLD OR fOLLOW60 DtWAG nM FRAMINQ`Tj� ALI, FRANS WALLS SHALL HAVE STW PkM*N( PLkCED AT I e O/C: EXCEPT WNW NOT91) VrAft M-TOP PLATES WALL BE 100VOLARD04' ALL WALLS EXCEPT WHORE C, JACK STMS UNM ALL M"RS SHALL BE CONTINVOS TO SOLE PLATE, 0, DOMLE JOWTS UNDER ALL.WALLS-PA&ALLELI OT-1481MISS, AL SC -RATNTU91SPA" WALLS'AORSQM, -LS,A AKD L JOIST AT ALL WALLS PMALELL T( JOISTS, vmI2 Olen, S WALLS OR CONCENTAT91) LGAM 8RALL'IM 411 NGTCHED Oft WXLfDWfTH HOLWLAWER IRAN INCH IN DIAMETUR. 1, ALL RAFTERS SHALL BE NOTCHRO TO PROVIDE I m5T-V-7 REA MOAT SUPPORTS. -r A-4D la J, THE, ENDS Of ALL JOISTS SHALL BEAR ON NOT L 'N WOOD OKMZTA-L AND NOT LESS TO THAN I ON M4$OftY. THE ENDS OF ALL BRANIS OR,GWOV SHALL KAR-ON NOT LESS THAN 3". M- LAP ALL JOIST 3 MWM04 <24" MA—XWM) Al MUD SILLS AND L9M BOARDS AT CONCAST) MAIM wALLe, sKAu mAvi AwcHoR som orim sim,ALL SAWN LUMBER $HALL BE A MINIMUM 92 GRADE OR SPWING MOWN ON TOP, DRAWINGS. 'EACH ROAk) TR BETTER WrM A FIBERS IS$ IN DEMING FACTOR (po) OF 875 SHALI, 08 SECT RM WITH AT LEAST TWO BOLTS A PST BASE VALVUE AND A. MODULUS OF ELASTICITY (E) OF I Aftfl) PSI UNLESS OTHERWISE SPECIFIED, SOLID SAWN EAC 14 WAAD Sf MLL HAVE A SOLT WITHIN 12 INCI-. Ng W :;kx s RA Pr EACA END. Pt5 L'UMBER AT VISUALLY EXPOSED LOCATIONS $HALL BE OF A f4,, PRONWE DMOLE MAMING AT ALL ROOF AND PLOOR DIAPHKAGM PENETRATIONS, UNLESS NOTE CLEAR GRADE # 1 SELECT- ALL LUMBER SHALL HAVE A MOISTURE CONTENT OF No MORE TfiAN 190%. LUMBER SHALL OTHMASE ON PLANS,' BE {3ltADED -IN ACCORDANCE WIT14 THE WESTERN WOOD Nle Cold-RACTOR SK*IL PROVIDE AMQUATE BRA PRODUCTS ASSOCIATION. OR OTMIlk"19SVOORT ALL PORTIONS OF T14F Q- ALL R,0*FlM$0 SHALL C. PIATM SLOCKM -X fN 42 MIXTURE UNTIL ALL M"9P. AHAVE BEEN A, POST, BEAMS, & HEADERS 2 OR BETTER B. RDOPI CEILING JOIST, & RAFTERS # 2 M SRJ}RXTMOR DECK &gALCONy PROSKU TUNMI) STUD'ORAPE P. AODF SMATUNG !N' Cox PLYWOOD P.- ALL VMOWIN; POMANgNT CONTA-CTMTH M *71. oss T8* ITH G. SUB FLOOR OVER JOISTS 414 T&G PLYWOOD' CONCW MLLIM MAE TIMATP-0 W A INATER 3/4 T&G OSs Q, ALL WE H ANY �ULAMBEAMSA.I.T.C. W' H. GL CMMWAL' THROUG STRUCTURAL Mftffift: BE AT THE CENTER GRADE WITH DRY USE ADHESIVE FB 24WPM, E-I,7e0,W Of T-49 Mwwmajam INN WITH THE LATE' MET USE FOR EXTERIOR USE) ti fforrm, 'Of TIC DEMON DAT, I. LAMINATED VENEER LUMBER (LVL) F 8 290 PSI, E 2,000,00 SPECWICATIM, . R) 0,B47 8A. 7 -164 R a, A Co*47, IfTe> b L 1 A, zff� N T71 x LJ vm -7 HL -E CROOO''SECTION .mot y NEW O 10 7 71 1 —40 Ila_ 2X8, Ef, 00A(D 01,112- 45f Fl1-yl1v0x,)V 7-0/11/17-Cat / EAI:f' Y. �19A SR nAr r- pry Wq4L 2-4 7 Y 4 ax,3 D.C. 2X koc IX Dd -7 Are r"uIrv.4 for attarbed prAgr, mgo side tor viallsa cemft-"; post's an vioge adjacent, to or suppottft the A -N OOF a"', upt tnaft &m r tower t6asl tile A GARAGE D-00 R" DE ILS GARAGE SECTION A L-ALL CONCRETE FOR WALLS, FOOTINGS, AND SLABS SHALL DEVELOP AND MAINTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAY STRENGTH. 2.- ALL CONCRETE FOR GARAGE SLABS AND PORCHES SHALL DEVELOP AND MAINTAIN A MINIMUM COMPRESSIVE STRENGHT OF 3000 PSI AT 28 DAY STRENGUHT. 3.- CONCRETE FORMS, SHORING AND POURING METHODS, SHALL CONFORM TO ALL CURRENT PRACTICES ENDORSED BY THE AMERICAN CONCRETE INSTITUTION. - ALL SLABS ON GRADE SHALL BE RE MFORCED WITH 6Y16 10110 WELDED WIRE MESK EX, FOQTI:N,-G #4- --------- -- EX, CON OR ETE OMCK CONCRETE SLAB WITH CONTINUOUS FOOTING. CONCRETE STRLINGH- 2,500 PST MIN S L. F3 A AT 29 DAYS. VWX 10ANCHOR BOLTS @ *0-C & WITHIN 12"OF CORNERS &SPLICES, EMBER DED7"MM&WINTO CONCRETS- E) NEW FOOTING EX. FbOTII N G� IA- 0 ---- - ------------- S�� *'11, WK CONCRETESUAR WIICICONTINUOUS MIN 0 AT U- DAYS. 5yv,` x- wmcpm. 66LTS'14 4-4.C: nqTfffh,4 BMEEI-y 0*7-qO"i M-IP -4- 21'T I � zi z u WT 0 zrc h. •£. T.-.z -to)- SINGLE PME, SWCA THREE--Y4AY SSMiCH w. _....,,:. .....,_.. ,....,; :.;._. -C _w I. SMOKE n B y� ;�y W! '� DETECTORS' TO,,- BE �'".OiNR^D� •. � '.• . I~t WEi ,WAY",•SVATCH BY 11 0V AND H-ARVW1.4ED z DIMMCR-SWTCH 1+ TH A BATTERY BACKUP AND SIMUL-� tp. V. DUPLEXOUTLETTANUEOUS ALARM. . 11° v, ouP��c 1I,4Lf—NIaT OUTLETEIECTRICA..FIXTURES INSTALLED AOtE. TUBS .AND SHOWERSTO BEWATERPROOF. 110 V. M 1)ClPLEx OUTLET 3. ALL 125—VOLT SINGLE --PHASE, 15 AND '2 220 er. APPt tAtCE -OUTLETAMPERE -RECEPTACLES, FNTALLED IN THE It t Z A A/C WICONNECT FOLL'O NG LOCAT1'ONS `SHALL HAKE B BUTTON FAULT CIRCUIT INTERRUPTER PROTECTION:' ALL RECEPTACLES "L0C',ATED fN' B�ATH�- z C, DOORBELL CHIME GARAGES,, °OUTDOORS, �EPtWIN.G . tSa Lr. SMOKE �E�rEc�t�a CC;'UNA:R"TOPS• I,N.:KITC'HEI*tSp �ANb:: i� 'cr � W. f BARS ITH'IN �' 6' OF A p. 94 .:MAi �' ELECTRICAL PANEL ... `� '�' •,.,• 4. OUPLEX RECEPTACLES SHALL .$ •INSTALLED: IN ALL LIVING .AND :SLEE.PI IGG - S LIGHT AC RE S SIGi� ROOMS SO THAT NO 'POINT ALON N. THERMOSTAT STAT LEND-TH OFWALL- 2a...0" -OR GREATS --IS -CEILING :MOUNT I IX1ruke MORE THAN- W—C" FROM ANY 0.UTLET' IN THAT SPAC:E< f t RW t , SSEI3 'c�EII�IIVG .MouHfi �x�RE� �: 'DUPLEX RECEPTACLES SHALL BE 'IN�- '.....' QIRECiIt?NAL dEIUNG MtlUI T nXtURE STALLED IN KITCHENS AT EACH CCitJNTER o WALL MOUNT tx I SPACE -1'2" OR VWDER, ' AND SO THAT - 0,. ' POINT ALONG ANY LENGTH F 0 COUNTER .. _;► F C IJ,ORESCENT TUBE LIGHT IS M.QRE'. THAN 4'-0" FROM ANY OUTLET. E IIAl3ST : AIv. 6. ONE DUPLEX GFI RE.+CEPTACLE SMALL :BE ►- TfLEPH2�NE PROM,FOR .EACH LAVATORY IN >- CABLE Tv BATHROOMS. -BATHROOM RECEPTACLE --- FuEL, GAs' OUTLETS SHALL BE SUPPLIED BY AT « oasE ICY LEAST -N 20 ,AMP BRANCH CI:R I I:T: StIJCH -- HOSE slag CIf,"ClU :TS .S-HALL' :HA\/E -,NO . C3TF EIR OuTL.ETSa: -- -HOSE else►/ Srria , ?. ONE ;'t'RLEX ,'OFI 'RECE.ITaCLE, EACI:: -SA1:: P 1 E AT F'R«iT: � DWE.LLIN:G . I I G "I=nI / LIG�IT I AR': 'I LLI-NGA AND. ,IN. •GA:P-A ; Z. s �I t��,T-AY.- a�• j�fl��•��i�V. .i:.�i"�89 '�:7�.- .�� '.P F_{ ~ N"ALL• 1 RR.0ViDEI��IT -I-IVIII�!'. CAI" -,'ONE, DASHED ,LINES INDICATE oI�TION�L OR HIDDEN �ES. DUPLEX R"�CEPT'ACLE. � � �, ..'i • 3. PR0V1DE"S•�1fTCNED LiGI"f•T` ' F1: I E RE, FIXTUP-E IN ATTIC ADJACENT TO A SS � w tPANEL. � �►TPRr F'1X'�iRlq . +42" _ 'HEIC44T -LOCAt'ibN toll. PI f IGtE :I tT RELIEF 1fALVE AT i rATER H FIXTURE, HATER.. s T Gr 110 PR't?E BACKFLOt�i PR.Ei LATER AT.. ALL , ROSE •BI BS. ",- WALL �� 1 2. PROVIDE RECESSED BOX � OR ICE. 4-AI�E LINE AT RFRIGER.ATtR SPAC> CONNE1�IIENCE 13:. PRO�1 3E R— CESSED -BOX FOR PLU 81I�S . AT', m' WASHER SPACE. 14. "MECHANiCAL VENTILA`I 6N,,- tRE C .5 R�3 I�S:A AT 'TOIT: COMPARTMENTS- a CHN, .- :. . LAUNDRY ,RO0M S SH kL 13E C:AI"'AI3LE I�:Irt°(�-1J#.(31 Q 5 AIR CN.�4,i -PAP i#C fi '.: .....::,. NE -Ai :Q CABLE ARE 'C c it T :: MOUNTED - :AND •ADJACENT:.. O,:.EI::£C'TR.I At . MAIN PANEL. .16. ELECTRICAL CONTRACTOR - TO 'SPECIFY . GROU[NOING ELECTRODE SYSTEM '-WALL FIXTUTO GAS AND WATER PIPING. a ENGINEERING NOTES CONCRETE BLOCK MASONRY NAILING SCHEDULE 1. CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. C-90, 1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY GRADE N UNITS. SEE ARCHITECTURAL PLANS FOR TYPE, THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED THE STRUCTURAL ENGINEER, PATTERN AND JOINT DETAILS, NAILS SHALL BE BOX OR COMMON WIRE 2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT 2. MORTAR SHALL BE AS FOLLOWS: SPEC{FICLY DETAILED CONNECTIONS SHALL BE NAILED WITH COMMON WIRE NAILS. HAVE• NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER, 1 PART PORTLAND CEMENT 4 PARTS SAND 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING 1 f4 MIN. TO 1/2 MAX. PART" HYDRATED LIME ---JOISTS OR RAFTERS TO SIDES OR STUDS SHORING,TEMPORARY SUPPORTS ETC., IS THE SOLE RESPONS- 3. GROUT SHALL BE AS FOLLOWS: 8 INCHES IN DEPTH OR LESS ------------- 3-W16d ISLITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED 1 PART PORTI.AND CEMENT FOR EACH ADDITIONAL 4"DEPTH ADD --------- 1-16d BY THE :STRUCTURAL 'ENGINEER. THE CONTRACTOR IS RESPONS- 3 PARTS SAND --JOISTS OR RAFTERS AT ALL BEARING {BLE FOR THE STABILITY OF THE STRUCTURE DURING THE 2 PARTS PEA GRAVEL TOE NAIL EACH SIDE----T--------------------- 3-8d ENTIRE COURSE OF CONSTRUCTION. WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO -STUDS TO BEARING --TOE NAILS EA. SIDE--------- 2-8D THE ENGINEER SHALL, NOT BE HELD RESPONSIBLE FOR FIELD ALL JOINTS. -BLOCKING BETWEEN JOISTS/RAFTERS INPECTION/OBSERVATION OF THE ABOVE ITEMS. 4. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. TO THE JOISTS/RAFTERS TOE NAILS EA SIDE ---- 2--10d 4. ALLOWABLE SOILS PRESSURE TO. BE A MINIMUM OF 1000 PSF UNOBSTRUCTED CORE OF 3"X 30. DOWELS FROM FOOTINGS FROM BLOCKING TO BEARING TOE NAILS EA SIDE-2--10d UNLESS. A SOILS REPORT IS PROVIDED. SOILS IN THE BUILDING SHALL BE SET TO ALIGN WITH CORE REINFORCING. -BLOCKING BETWEEN STUDS AT EACH END -TOE NAILS ----------------- 2-10d AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM 5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH END NAILS ----------------- 2--16d OF 90% RELATIVE COMPACTION PER U.S.C: REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID -PROGRESSIVE BLOCKING SOILS REPORT BY: WITH GROUT. S. CONCRETE SURFACES SHALL BE GLEANED OF ALL LAI?ANGE RAFTER TO�.BLOCK & BLOCK TO CONT. NAILER---2-16d -MULTIPLE STUDS PRIOR TO SETTING OF BLOCKS. (STAGGER NAILS ON STUDS WIDER THAN 4")---16<1024"OC STRUCTURAL SYMBOLS FRAMING VOTES --RIBBON TO STUDS o INDICATES SHEAR WALL. `SEE FOUNDATION & OR FRAMING PLAN FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.C. LATEST 1X BL3ON----------------------2-8d 2X RIE3BON�--�--•-----�-----------------------2-16d AND SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG., EDITION. -DOUBLE TOP PLATES ETC. NOTE: FOR SILL BOLTING AT EXISTING FOOTINGS USE " " & SPACING AS RED HEADS ICSO#2156 THE SAME FRAMING -GENERAL LOWER PLATE TO STUD----------_-------------2-16d "SIZE CALLED FOR ON PLANS (MIN 2 3/4 EMBED). 1. USE SIMPSON U--HANGERS ON ALL JOIST/8EAM/BEAM CONNECTIONS UPPER TO LOWER PLATE--------------------16d6l6"OC UNLESS NOTED ON PLANS, AT SPLICES (48"MIN) ON EACH SIDE INDICATES POST (BELOW BEAM) MIN. POST SIZE/TYPE AS FOLLOWS U.N.O.: 2. ALL POSTS SHALL. HAVE SIMPSON "PC" CONNECTORS AT TOP "BC" "BOO" OF BUTT IN TOP PLATE -------------------�-----�6-16d UPPER TO LOWER PLATE AND SIMPSON OR CONNECTORS AT BASES UNLESS BEAM SIZE POST SIZE OTHERWISE NOTED ON PLANS. ATINTERSECTIONS --------------------- 3-16d 4 X 14 &SMALLER 2-2X4 Wf16d NAILS 012" " O.C. 6 X 12 & SMALLER 2-2X6 W/16d NAILS 0 12 O.C. 3. ALL CONNECTING HARDWARE, JOIST HANGERS, 7t£ STRAPS ETC. SHALL BE SIMPSON STONG-TIE" UNLESS OTHERWISE NOTED OR -CEILING STRIPS 1X4 PER BEARING{STRONGHOLD TYPE --------2-8d 4 X 16 & LARGER 04 SHOWN ON PLANS. 2X3 PER BEARING(STRONGHOLD TYPE}• - ----- 1-16d -PLYWOOD NAILING(SEE DETAILS &/OR SCHEDULES 6 X 14 & LARGER 06 FRAMING --WALL --BUILT UP BEAMS 20d*,V'OC AT TOP AND BOTTOM SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE REQUIREMENTS. # SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS STAGGERED 2-•20d 0 END {UNLESS OTHERWISE NOTED ON PLANS}; -- -1X6 LET -IN BRACES, EACH BEARING.----------2-8d POSTS ARE TO CONTINUE DOWN TO FOUNDATION. (PRE -DRILL HOLES FOR NAILS) 2X4 0 16"OG (BEARING WALL) SUPPORTING A MAXIMUM OF ONE FOUNDATION NOTES FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM STRWV4WSTEEL HEIGHT OF 10 FEET 6,,EIVIV�R_AL 2X4 Q 16"OC (NON -BEARING WALL) SHALL HAVE A MAXIMUM 1, STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFIC- 1. SOIL. BENEATH FOOTINGS AND SLABS. SHALL .BE COMPACTED PER HEIGHT OF 14 FEET ATION FOR STRUCTURAL STEEL FOR 13RIDGES OR BUILDINGS I OR AS PER ENGINEER. U.S.C. (gO%} RELATIVE. COMPACTIONM NI . MUM N 2X6 CAD 16" OC (BLARING WALL) SUPPORTING A MAXIMUM OF TWO A.S.T.M. A36. 2, THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR FLOORS AND A ROOF SHALL HAVE A MAXIMUM 2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C. SPECS, TO POURING OF CONCRETE AND SHALL VERIFY THE SOIL BEAR- ING PRESSURE TO BE 1000 PSF MIN OR PER THE SOILS HEIGHT OF 10 FEET. 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.tM. 2X6 0 16"OC (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET A-307 UNLESS OTHERWISE~ NOTED. REPORT. 3. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER 2. RAKE WALLS AJDACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. DOUBLE TOP PLATES SHALL ALWAYS BE SUPPPORTED BY 4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THE FRI01`10N TYPE AND THERE SHALL BE INTO V41CH A PERSON _SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERM( A ROOF OR CEILING DIAPHRAM. NO PAINT, OIL; LAQUER OR GALVANIZING BETWEEN THE CONTACT 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO A.S.T.M. A-325 OR A--490, 4. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS: ROOF FRAMING, SHEETING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFtT" FRAMING. 5. PIPE COLUMNS SH4L.L CONFORM TO A.S.T.M. A-53 GRADE B 1/2" DIAMETER ANCHOR BOLTS WITH 7" MIN EMBEDMENT IN 4, BORING AND NOTCHING OF WALL STUDS SHALL BE PER UBC (2320) 6. STEEL TUBE SHAPELI MEMBERS SHALL CONFORM40 A.S.T.M. CONCRETE WITH SPACING NO CREATOR THAN 4 FEET O.C. NOR FURTHER THAN 12" FROM CORNERS (MIN 2 BOLTS PER PIECE). NOTCHING MAXIMIUM: 257* OF WIDTH ON BEARING WALLS A--501 OR A-500 GRADE B. 'THE 40% OF WIDTH ON NON -BEARING WALLS 7. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL PROVIDE SEEFOUNDATION PLAN & SHEAR WALL SCHEDULE FOR FURTHER BOLTING REQUIREMENTS BORING MAXIMUM: 407o OF WIDTH ON BEARING WALLS HOLES FOR 1 f2"0 WELDED STUDS AT 4 FEET O.C. FOR THE ATTACHMENT OF NAILER$. SEE ARHITECTURAL DRA-WJN.13S FOR 5. PIPES OR DUCTS THAT EXCEED ONE ?HERD THE SLAB. OR GONG.. 60% OF WIDTH ON NON -BEARING WALLS. ,y NOTE: A MIN 5/8 CLEARANCE FROM EDGE OF STUD TO HOLE FINISHES, „ WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL GONG. NLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR SHALL BE PROVIDED. 8. BEAM CONNECTIONS SHALL COMPLY WITH F�AMED BEAM CONNECTIONS" A.I.S.C.' PART 4, TABLE 1, U5iNG 3/4" DIA. " x ELECTRICAL"DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, 5. DOUBLE 2X TOP PLATE SHALL BE LAPPED 48" AT ALL SPLICES A307 BOLTS (M.B.). ETC. AND SHALL OVERLAP AT CORNERS. 9. OPEN WEB JOISTS SHALL COMPLY WITH.. THE STANDARDS OF 6. PIPES MAY PASS T14RU STRUCTURAL CONC. IN SLEEVES, BUT 6 WALL BRACING SHALL BE PROVIDED. PER UBC (2320.4.1G) a. THE STEEL JOIST INSTITUTE". SHALL NOT BE EMBEDDED THEREIN. PROVIDE 1X6 LET -IN BRACING (0 APPROX. 45 DEGREES) EVERY STRUCT. STEEL WELDING 7. PROVIDE 3/4" CAMBERS AT ALL EXPOSED CORNERS 25' IN ALL STUD WALL NOT SHEATHED.BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE. 1• WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC 8. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS FRAMING -FLOOR FLOOR PROCESS AND SHALL COMPLY WITH A.W.S. SPECIFICATIONS FOR CLOPS OR GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND WELDING AND FABRICATION. FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. 1. FLOOR SHEATHING MIN) 5/8-STRUCTURAL I T & G PLYWOOD PANEL INDEX EXTERIOR 2. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO 9, LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. no 3V16 WITH GLUE. USE 10d NAILS AT 6" OC AT ALL EDGES, BOUNDARIES, SHEARWALLS & 10"OC ARE APPROVED BY THE LOCAL AUTHORITY, FIELD. NO BLOCKING .IS REQUIRED UNLESS' NOTED ON PLAN.. 3. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER bfCRE?E 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON-- UBC (306.5.8) UNLESS OTHERWISE NOTED. " 1. UNLESS OTHERWISE (VOTED ON PLANS CONCRETE SHALL BE BEARING PARTITIONS, 4. ALL BUTT WELDS SHALL BE FULL PENETRATION U.N.O. TYPE I ,WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500. PSI 3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER 5. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING IN. 28 DAYS. CEMENT SHALL CONFORM TO A,S.T.M. CX-150 FINE & COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. 0-33 BEARING WALLS WHICH ARE PERPENDICULAR TO' JOISTS. WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST 4 FRAMING AROUND. OPENINGS: TRIMMER AND HEADER JOISTS BE FURNISHED TO THE J08 INSPECTOR PRIOR TO FRAMING APPROVAL, REINEORCII40.STEEL SHALL 'BE DOUBLED AND SUPPORTED BY HANGERS PER CODE (UBC 2517), GRADING NOTES 1. ALL REINFORCING STEEL SHALL BE GRADE 40 IN ACCORD- ANCE WtTH' A.S.T.M. A1515 UNLESS OTHERWISE NOTED. FRAMING -ROOF 1. A . GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING. 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL 1. ROOF SHEATHING (MIN). 1/2" STANDARD PLYWOOD PANEL INDEX 2. ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND WELDING OF REINFORCING .SARS. N.O. 24/0 WITH EXTERIOR GLUE. USE 8d NAILS AT 6"OC AT TESTED AS TO RELATIVE COMPACTION PER U.B.C. 3. BARS NOTED AS "'CONT "TYPICAL WALL REINFORCING AND ALL EDGES, BOUNDARIES AND SHEAR WALLS & 12" OC FIELD, 1. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH CHAPTER • - VERTICAL. COLUMN REINFORCING SHALL HAVE A MINIMUM NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. 70 OF THE LATEST ADOPTED EDITION OF THE U.B.C. SPLICE OF 50 BARDIAMETERS LAP IN MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE.. 2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS 4. ALL UTILITY TRENCH BACKFILLS SHALL BE IN ACCORDANCE WITH SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE THE SOILS ENGINEERS RECOMMENDATIONS. 4. REINFORCING ,SHALL BE SPLICED ONLY AS SHOWN OR NOTED_ FRAMING CEILING DRAINAGE 'NOTES OTHER SPLICES SMALL BE APPROVED BY THE STRUCTURL ENGINEER, 5: SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS 1. CEILING JOISTS SHALL BE 2X6 016"O.C. (MAX SPAN=14•'--1") 2. CEILING JOISTS SHALL BE 2X8 016"O.C. (MAX SPAN-18'--6") 1. MINIMUM GRADIENTS ARE AS FOLLOWS. EARTH- 1% PAVING= . % SHALL BE STAGGERED 4 FEET UNLESS OTHER WISE NOTED. 3. CEILING JOISTS SHALL BE 2X1O 016"O.C. (MAX SPAN=23'-8-) 2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BE AS FOLLOWS: 6> PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE FRAMING JOISTS RAFTERS / . 2% MIN TO 21 % MAX . SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN ''SHALL 1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS: SWALES TO BE 3 FEET MIN AWAY FROM STRUCTURES. REINFORCING. SHALL HAVE A MINIMUM PROJECTION (U80 2517D) EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. BORING -MAX DIA Of HOLE SHALL NOT EXCEED 1/3 OF 7. ALL .REINFORCING, ANCHOR,8OLTSy AND OTHER INSERTS DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE SHALL BE SECURED :IN PLACE PRIOR TO PLACMENT OF CLEARANCE OF TWO INCHES. CONCRETE OR GROUTING OF MASONRY. NOTCHING- MAX DEPTH AT ENDS SHALL NOT EXCEED 1/4 8. PROVIDE THE FOLLOWING_ MINIMUM PROTECTIVE COVERING OF OF DRESSED DEPTH. NO NOTCHING IS ALLOWED :CONCRETE: IN THE CENTER THIRD OF THE JOIST SPAN, NOTCHING IN (OTHER LOCATIONS SHALL BE ON THE Y BELOW GRADE UNFORIE€;j 3" CLEAR COMPRESSIVE SIDE WITH A MAX DEPTH" OF 1/6 BELOW "GRADEFORMECI) 2" CLEAR OF .THE JOIST DEPTH. WALLS '. 1" CLEAR 1 COLUMNS 1.5"CLEAR 2. WHERE THREE OR MORE (MULTI JOISTS ARE USED THE JOISTS 2x. STUDS .� - BEAMS AND :GIRDERS #.5"GLEAR SHALL BE BOLTED TOGETHER WITH 1 2 DIA MACHINE BOLTS W / / 16* O.C. STRUCTURAL SLAB " WASHERS AT 24 OC STAGGERED. BOLTS SHALL BE RETIGHTENED 16d 0 T$* D.C., (ABOVE GRADE) 3/eCL.EAR PRIOR TO APPLYING FINISH MATERIALS. STAGGERED PLYWOOD ~ 9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE 3. JOISTS/RAFTERS SHAM .LAP AT SPLICES A MIN. OF 3 INCHES 16d 018" o.C. OCCURS 16d a RE --BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. WITH 3-16d NAILS OR USE SIMPSON ST 2115. 4. CROSS BRIDGING OR 2X BLKG.SHALL BE PROVIDED 0 8'--0" O,C, MAX. FOR ALL JOISTS AND RAFTERS MORE THAN e IN DEPTH BLOCKING OR AN APPROVED METAL TYPE BRIDGING. iF 5. 2X SOLID BLOCKING SHALL BE ' PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. I � FRAMING -BOLTING 12" LG, BLOCKING I TOP, POST WHERE BOTTOM, &MID-HkTGHT OCCURS 1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. SEE SCHEDULE 2. ALL BOLTS SHALL BE RETIGH?ENED, PRIOR TO APPLICATION OF PLY-- PANEL. SCHEDULE AND/OR FOUNDATION PLAN. NAIL ALL DOL STUDS w/ 16d 01s D.C., STAGGERED WOOD, PLASTER ETC. 3. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. LUMBER s TYP. STUD WALL INTERSECTIONS 1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE 'FOLLOWING GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT FDNDELO SHALL NOT EXCEED 1674 & GRADED IN ACCORDANCE WITH THE WEST COAST LUMBERMAN$ ASSOCIATION.) REPETATIVE USE MEMBERS FOR SIZE AND SPACING OF JOIST OR RAFTER, SEE PLAN STAGGER PLYWOOD JOINTS STUDS & PLATES STUD 3/s* MIN. EDGE DISTANCE 401STS & RAFTERS 2X4 TO 4X4 INCLUSIVE NO.2 BOUNDARY NAII:ING (B.N.} FOR NAILS \ 7 1 2X6 TO 3X16 INCLUSIVE N0.2 ALONG CONTINUolls PANEL EDGES SINGLE USE MEMBERS 13EAMS 4X NO.2 6X OR LARGER NO.1 POSTS & MULLIONS TYPICAL INTERMEDIATE r 4X4 & SMALLER NO.2 4X6 &LARGER N0:2 NAILING (I.N.) " FLOORS-10d 0 10 0.c. 6X6 & LARGER NOA ROOFS- 10d 0 12" O.C. MISCELLANEOUS LUMBER BLOCKING,FURRING, ETC. NO.3 DECKING & SHEATHING EDGE NAILING (E.N.) 2X,3X,4X COMM°L DEX. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS .THAN 4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG FIR. 3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 2 X 3 FLAT BLKG. AT , LONG DIMENSION OF PLYWOOD UNSUPPORTED EDGES. (RECID, 2�4F-V8 DF/DF (Fb-240OPSI, Fw-165 PSI, E-180,000 PSI) TO RUN PERPINOICUL.AR TO ONLY PLANSEN GAOLED FOR ON JOISTS INDUSTRIAL: APPEARANCE WITH EXTERIOR GLUE. UNLESS OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION MIN. SHEATHING SIZE TO BE NOTE: PLYWOOD TO BE Z-O" X 4'-0' FOR EACH GLU-LAM SEAM .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 WITI-1 P.S. 1-74 STDDE iT11 a � ° O b� : 2-• ir., MIN. " SINGLE LAYER DOUBLE LAYER NOTE: *L" = 4"-O" X BAR DIAMETER IN CONCRETE, U.N.O. = W-O" X BAR DIAMETER IN MASONRY, U.N.O. REINFORCING STDDETOI 40 DIA. REINFORCING SAME SIZE AS FOOTING REINFORCING • MIN. 8 S-0" CONC. 40 DIA. 2'-EI MAS. 3" cLR. �N__ E STEPP D FOOTING STDOET03 I 4`-O' MIN, LAP DOUBLE TOP I 4�3/4" DIA. BOLTS £A. SIDE 3" 3" 6 �`- TOP PLATE SPLICE STDDET06 TOP PLATE SPLICE'.__ _. PLATE SPLICE 2-2x PLATES, SEE PLANS FOR SIZE AND REFERENCE TO SPLICES FRAMING ANCHm IOP AND 2x CRI P.E S AT 16* 0'C. _. BOTTOM OF OOU STUD OR POST FOR H FR SIZE, SEEP j N FIRE BLOCKING A r CEILING UNE AND NOT T W-0" O.C. XCEED PROVIDE SIMPSON A34 FOR 2x4 FOR NAILING SEE < EN. NOTES STEEDS AND A36 FOR 24 STUDS, USE 2-2x JAMBS FOR 4xtO AND 1 STUD FOR INTERIOR WALLS SXB AND LARGER HEADERS 2 STUDS FOR E RIOR WALLS UNLESS NOTED ERWISE END POST AT PLYWOOD $HEAR PANEL WHERE OCCURS NOTE STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUIT CONSTRUCTION REOVIREMENTS, MAX. SPACING AT 16' D.C. TYP. WALL FRAMING TADET05 PARALLEL 2- t6d 6d 0 12*, STAGGERED - E--JOIST OR RAFTER -- --UPPER PLATE 4•* WIDER THAN LOWER PLATE 2X STUDS a le O.C. A 12". STAGGERED OR RAFTER R PLATE 4 R PLATE * WIDER THAN RIDS $ 16' O.C. PERPENDICULAR JOIST TO NO-N-BEARING WALL STDDETI3 NOTES: TRENCH 1. ALL PIPE SLEEVES TO BE 2" SHALL NOT UNDERMINE WALL FTC. LARGER THAN PIPE. 2. FOR PIPES MORE THAN X-0* 50P. COMPACTED... . 49 BELOW BOTTOM OF FOOTINGS, BACRFILL TRENCH. STEP FOOTINGS PER DETAIL EXCAVATION (NO PIPES ALLOWED IN FTG. STEP) 3. PLACE CONC, FILL. AROUND" SLEEVES BEFORE POURING FTG, PROVIDE 2" CEMENT � DRYPACK IF - -- PLACED UNDER 04' ._ ( NO TRENCH e> PAR At 1 L z ; y TO FOOTING BELOW THIS IJNE s" d 'd' = PIPE " PROVIDE SLEEVES O SLEEVES SHALL SLEEVE DIAMETER FOR ALL PIPES. PENETRATE FOOTING PIPE TRENCH STBBET02 »R,x BAR SIZES 3 1/2 '0' �, 6 °D' �'> 7!' a �8 7 'D` �> �'IOa �11 5 'D' �145, �Ig1 z 4_r_'D' eM , +t ce 40 '0' CONCRETE 50 'D' MASONRY MIN, 1 16 REINFORCING STDDET04 2X4 ST 46" Ox HEADER 2X BLK 2X TRI U.N.O. 4X END & HOLD' U.N.O. HOLDOWN PER SILL PLATE BOLTING (OR PLAN 12, SOLE PLATE NAILING AT A UPPER FLOORS) SHEAR PANEL ELEVATION STTDDET07 -� .I/A--T Imo. PCi'.4�.� € II I� t' 2001 CBC SHEARWALL SCHEDULE T N A--- 0 WASHER BOLT MALLEABLE~ IRON waSHEst 1!2" RI 5/_ 0 z t/2'QS X 1/4" 2 3X0 X 5116" 2 1/2' X 2 t/2" X 1/4' 2 1/'2* X 2 1 f2" X 1/4* 1 "3 fi' 0 X 1 3/4* 0 X 1 /8 3/14 0 3*0 X 7/le 3" X 3" X 1/4" 2, 0 X 5/32" 7!B" 3 1!2"0 X 7/16" 3 1 2' X 3 1/2* X 5/16" 2 1 4`0 X 1t 64' 1" 0 4"o X 1/2" 4" X 4' X 3/Ei" 2 11ZO X 1t/fi4 R SCHEDULE HEAVY PLATE WASHER STANDARD CUT wASH�R NOTE: USE STANDARD CUT WASHER FOR ALL BOLTS EXCEPT THOSE, IN HOLDOWN ANCHORS AND LEDGERS WASHER SCHEDULE SructO5 a t0 /6d MAX. NOTES: t. 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 OF SPAN. TYP. JOIST NOTCHING ST]DEDEDB 0 4D NOTCH IN STUB 25� - NOTE: BORED HOLE MIN. & NOTCH SHALL NOT OCCUR IN SAME SECTION NON --BEARING BEARING PARTITION PARTITION TYP. STUD NOTCHING STDDET12 SYiI 1 2 3 4 6#b 7 8 9 TYPE OF MATERIAL. t/2* TN W' S/13' ON >Iq 7SW_ t WO i5/37 COX PLYWb 150.r COX PLYWO t1DTH FATES BLOCK' YES YES YFS YES YES NAIL 5d 8d t6OAX7/ 8d 8d 8d 8d 104 !0d EOt 7' OG 7' OG 6* OG 6` Ot 4* O.0 O.G 2" 0 G S* OC 4* O.C. .FIFE-} 7` OG 7`01lC` 6" OC t2' OC. 12' O . 12° OC 12 O C 12" O.C, f2 0.0 i5 NNUNG ISM 01S' OC OG 2 t8d 6* O 2 led 016' O, 3-t6d 0 t6 0 b-1/i: nu IM 0 W 3 tj4 aA ttS 41�' 3-16d S IC Q sajrcu u sIse SRL t3tltdlNO 6/s' Ol A.S.SB•6'-D* O,C, 5/Ir DMA: &0.'S 0.5-T 0A 5f O .AB.'S0 S'-0"O.0 . 0/tv UK A,B.'SB 4y-£P QC S I�` DIA. A�B,yS SS-6' oC 5/r DIA. A.B$ 02-T O.0 S%8" DIA. A.B. S 0 t -9 D.C.53O 51W DIA. A.&'S * X-S' O.0 c5/8" DIA A:B.'S 0 T-6* O.0 ALLO* 30 PLF 34 PLF I80 PIf 22O PiF.WOYES 320 PtF 410 PIF PLF 319 PLF 460 1 2 3 5 6 7 8 10 19 12 ,15/S2* PLYWO a* 1Sf32' PLYWfl +• 15/32* PLYiYO YES YES YES YES tOd lod t0d 3 OC Z oa $ OC. 12" OC 12' O4 12" Q.C. 1j4' VA is, s1>; l-/f IY � KS t/t n>, X" ttr C 5/B OW AR S 0 2'-T O.C. /�' DIA A 8'S � 1-8" D.C. 5Ar DIA: A.91- 61-r at PLF Wo PLF 77O PLF` 92Q PLF 9 10 Tt 12 15 51Mt'S9H STItAYG -.*WALL (ITBD j PFG 548.5). ALL DWALA71M AND MTAELS PER S+ soN RE£DNOFfiAliR TYPE SW X - iLiO&ND: ''*' + 3 X £RATTING OR THtIXiEit RMIRED FOR All. PLYWODD £0GE MUNGS AND SILL PLATE: RAIL SHALL BE STAOO e L1 V + WOOD SERE* (or LAO SCREW) -USE 5' LONG WNMW FOR 31 SILL PLATE - USE s LONG MDDLLUM FOR 4 X SILL PLATE, MOM BOLT (AM7) - tt>:QRtIF Mb i 1�W9 � IBITOWN � WOW `I �W . (or LAO 5E12l.VI} ROLE: 1. NAi1S FEBt PLMOO AND SILL PLATE To BE C11j MON NAIL. 2 NDVIDE SDI D BL0610NG AT PLYMOO E#I t 3, NAILS MID"MAPPLES SHALL DRIVEN AT ALL. SW% PLATES AND BS.MINOS. 4 PROVIDE MIX NAIUW TO STUDS AHD PACTS AT HOLD W Loegn0N5. S. USE 2 X STUDS (OO 0-e-FIR EACH) 0 le OTC, AT SHEAR WAUA UNLESS O• AENSE N01M. 6. ALE.. ANCHOR WLTS REtN}9tEd? APPROVED r43/1S" THOU$ ELATE WASHER UNDER EACH NUT: 7. "M ANOHOR BOLTS t�1 % PROVIDE 5/8 DIA PAWL STUD BOLTS ift 5* 1NNNIMUM EMBfD>A T ON# 4614) 8, Vr COX PLY#M SHALL IE 5 PLY PLYWOOD S. TRIM SHALL BE A MINA ZOMIS PER PIECE OF SHEAR WALL WRH ONE MIT LOCATED NOT MORE #NAPE 12 (ROES OR tM THAT 5 NINES FRW EACH END OF THE PIECE OF SHEAR IYALL. alr► • r ` Z3M wig. um MNOTE " � " sxA� BB m O 12CONT. iFoamG t AREDEX) ON UNDISDISTURRED NATURAL 'WASHER WG If DOWELWA DETAIL :. �a R. R FOOT' b N • ' __......., ..... ! it .•. ��` .. ....., ... »n•vww..v...".,.4.�.•.,w—�,�,»..wa.,....._x.e,.....�a.....x..•...v.,..�.v.........r+..c..+.....n.—+�,..._.....,......� OSTAMM OF $4CAPOC ,G p� ;'�' •�`'��.'�i lo„'o7 { _• ' f* g° .. „ .fir .�a,..._..v._." .i.. _ ......_.,___ f I 2X6 COLLAR TIM, 48 OIL.: � D o • a I `+� A'A?� aarmo T MLE . �� , . K T Ty I ESQ (WERE OCCURS) G l rYP. PE RIM. AFT PRINTED ON GLEARPRINT i000m. �Nd b4.t [� P 9