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04-3503 (CSCS) Joist Cover Sheet2-10d K 1 1/2" EA. END DF BRIDINNC S51 MST. TYP. PLYWOOD EUG£ OUCKIRG W/ FASTENER FACtf END. SEE NOTE 1. 2 do 3 YIALQ BEAM. OR SV JOIST SEAJOIST. 7YP- 0. r_ SpAaNs UU.1 � Fi;R LA'EOUI�« ODD SPh I IMTQ I SPACING. 1. 2-CLIPS SHOP ATTACKED EACH FN0 B LIWfIN 5$I Ji31M PER LAYOUTAT CNN -CENTER SPACES 2. ONE (1) 7-CUP SHOP ATTACHED AND ONE(1) Z-CUP Ti) BE FIELD ATTACHED BETWEEN SST JOISTS AT 4 SPACES. gELD NOTES: ATTACH 2-CUP APTEA CUTTING PLYWOOD EDGE SLOCKINC I TD 1, METAL CROSS BRIDGIHO iS LC' . FURNISHED BY OTHER$, UNO. 3, PLYWOOD EDGE BLOCKING iS FURNISHED BY OTHERS) LINO. T METAL CROSS PLYWOOD EDGE BRIDGING N.T,s. BLOCKING I MT, DO NOT CUT TOP AND BOTTOM CHORDS WEH TOP CHORD 0.1 251 i CHALK UNE r - 0.75H I FOR SIMPLE SPANS AND U14PFORM SSf JOIST TTOFA CVORD 0 N LOADS. THE FOLLOW NG Iro WULA SUPPC Ri � I MAY BE: USED TO DETE]RMIHE HOLE SPACING REQUIREMENTS: I Pt OF SSI JOIST - 3L> q. 8H x OF SSA JSVPPCKrdkST I I 1 I 5XH L/2 0- 3L INHERE: NOTES: X - DISTANCE. IN FEET. FROM CENTERLINE aF SUPPORT GEWLRAL _ DO NOt CUT 111i£ WEB WITHIN D/2 dF THE SUPPORT CMTFRUNE TO CENTERLINE OF HOLE. OTMERW15E A 1 1 J4"-INCT4 ROLE 0 2e O.C. CAN 19E CUT IN THCE 1, - JOIST SPAN. PH I`EfT CENTERLINE OF SUPPORT TO WEB 41YMERE, THE TOP AND BUTIOM CHORDS ARE NEVER TO TO BE CUT. CENTERLINE OF SLI ORT. 0 - HOLE CLAMETER, IN INCHES. SQUARE HOLES - THE sms THIRDS THE MA R KmEEs sF L N OrIUAETER. H - WEB OEM, IN INCHES. MUL71PLE HOI.E.S - VO4ERE MORE? T34W ONE HOLE IS NECESSKRY, THE FOR SiMPLE SHAMS W UNIFORM LOADS, A C 4" LINE W DISTANCE BETWEE14 HOLES MUST EXCEED TWICE THE BE USED TO SHOW ALLOWABLE HOLE SIZES PERhL 7 0 AT A 4SIMETER OF THE tMGEST ROUND HOLE ok TWiCE THE GNEN LOCATION ALM THE SPAN. 00 NOT INCIIEASE HOLE SIDE OF THE _&WL5T SPUME HOLE. ULAMETE3i BEYOND TANUENT PORTS Or CKkLK LINE AND CHORDS. THESE HOLES MAY 13E PLACED ANYWHERL IN THE VERTICAL T]iRECTFDN ILTY CM THL TOP AND 00710,E CHORDS, PROVID D A OA2M GAP IS MAINTAINED BETIVM 3t(ILE AND CHORD. IF JOISTS ARE CANTILEVERED 0R W CONCE+TTRhTEO LOADS ORE EXPECTED, 00NTACT YOUR SALES REPRESENTATIVE FOR CORRECT SPECIAL - EXCEPTIONS will REQUIRE THAT AJ]DrT1GW�L 5tJB5TANTIATINC HOLE T.T)�ATi 1€R THAT HOLES, AND ESP€CiALLY CIATA BE FURHISHED TO THE LOCAL BUILDING DEPARTMENT. LARGE AND MULTIPLE HOLES, TF]i0 W FMORfASE DE�CFION. I-IOLE DETAILI riTs SEE NOTE 2" WAY SEE WEB STIFFENER WW STiFMNCR, S E NOTE T. 5, 9 dt 1 T /--TQP CHORD JOIST NWIJHC CHART FCHR + ML RECUIR2WEWTs WEB 2` IJAx TIGHT FIT I 19OTFOW CHORD 2 1/2" PIN. APARING LIEN011.1 p #NG $UE'POI$, VNO. SEE NOTE 9 11 WEB STIFFENER NAILING CHART SSI MST DEPW 3/8 INCH PLYWOM WEB 1%2 '"Cif PLYWOOD WEB CA 3/8 1?4cN Ma mm 5/8 INCH PLYwooD wEe OR 1/2 INCH 015e we 5/0' 23/32- Ose WE@ is N/AL 3-1 Gd 4-1 Od 5-10d 18 2-10d 4-10d 5-1Dd T-11Id go 3-10d 5-10d 7-iDd 4-104 22 4-10d T_lvd E-10d 12-1iDd 24 s- Tod 11-Tim 9-10d 11-10d 26 6-10d 9-iOd 11-10d 14-1Od 24 N/A 9y1TSd 11-f4d 14-lod so WA 9-10d 1I-10d 14-10d Sm NOTES e, 7. a so. WEB STIFFENER ATTACHMENT I I MrN.. SEE NOTE 2----j= I SEE NOTE 3 4 I WEB 5T,FFENUM 'SEE ROTE 1. J. a I I I 2 x EA. SIDE, SEE NOTE 2 9 MIN GAP 31 J01ST t k44}(iMU 4,19d €A SIDE, 9 TOTAL PER C014NECTi1O1t, HAtiNGER ROD, SEE NUT6 2 SEE NOTE S 5EE NOTE 3 Ee 4 I J415T 11- MIN. 1/9" Mltt. CAP 2 M ETA, SIDE, 3-16d EA STD$! SEE NOTE S k 9 9 TOTAL PER CCNNEGTIO4R, SEE NOTE 5 V-HOOK OR RANGER PIaF3. NOTE 3 & 4 JOIST IP, SK NOTE 2 SEE NOTE 11 B SET= Nm 2 SEE NOTE a. SEE NUTS B + `1 WEB i i g• COACH SCREW i E9F JOIST E _I 3-16d EACk SIDE; x I SEE NOTE 6 'liC ---1/�" MIN, c� r `ti �TT COACF# CS REW. iwRi,! 5EE~ NOTE 2 111 c aA'E}- AiAx. SEE NOTE 2 d: 8 U-H04P4 • aaTTOM cFso COACH SCREW, SEE NDTE 3 as 4 4i3 I { SEE NORE Y be 9 K4NGER ROD. SEE NOTE -3 SEE NOTE 2 * SEE NQn" 3 f' D- 5FrE NOTE d E SEE NOTE 6 a 10 FLI 5EE NOTE 7 MOMS: I. OETLUI.s SHOWN MAY EIIw USED FOR SrM1LAR LOADING S. CONNECTION r] THRU E MAY BE USED ANYWI .ERE Wlll'.I ! THE JDiST SP SITUATIONS (i.e. DUCT STJPPORT, DRAIN PIPE SUPPORT, ETC.) 2, ZX D.F. STANLIAiD GRADE CR SETTER WE$ FILLER 7. 00NNECTION F] TO BE LOCATED IN OUTER t/3 of SPIN. AND HARC)WARE BY OTHERS. C #Q ARE E UlArW TO A MAXIMUM 8. COACH Ex TO IBE INSTALLfD 1NT0 PREDRILL.ED HOLE.DETAILS Of 25D PmNlm (IIETAIL NOT TO BE USED WRH 551 224 SERIES JOISTS.) 1?, TO PREME T DAIAAOE TO SSI JOIST, DO NOT NAIL AGAINST 3. SS? JOIST CAPACITY MUST 9E VERIFIED FOR CONCENTT#14TED WED WTHOUT PROPER BACK,NG. LOADS. 10. GEriNG FtAMOE )NFM 2-18 GAUCE (0-294-) x 1--1/2' 4. WACF1Y Or (;0W4=CnUN TO SSI J 1V MAY $E WCAWED WOOD SDREW (1/E' PILOT HOLE RECtUIRE'D aft 'TEEN AIDOMONAI AWLS DR BOLTS, VERIFY WACITY OF 2-1/4' ►r 2- LAG SCREWS (1/8' PILOT HOLE RE4UIRED), HARDWARE USED. OFFSET SCTiEY a AS SHOWN. hm COACH SMEYW TO BE INSTALLED INTO PRiEOMLLJED ARE Tv OE COMIAGN WIRE TYPE NALS MAY . HAvE 11. FTjt1 RIGHTER FORCES TT{4Fi SHOWN, SEE LONGITUDINAL AND HOLE AND LOCATED IN OUTER 1 3 OF SPAN, O ID HAVE 14 EIE STh1Tf3ERE4 N4C} OR HOLES PREDRILLF4 T4 LAATERA. $WAY BRACE DELAILS. PREVENT WCB FILLER FROM SPLITTING. FILLER 19LOCK FILLER BLOCK ;--'S1YAT tlatl5 t SSI JOIST A17ALCH TO FILLER PER APPLIMLE STANDARDS 13RACE LCAO LONGITUDINAL SWAY BRACE LATERAL SWAY BRAG HORIZONTAL LOAD TRLANSIER (1) VERTICAL LOAD TO TRUSS FROM BLDCI4 T4 ❑L4PFiRAG6! TO BE VERIFIED DY T STANDARD SiRi1CiDEtfrS INC. VERTICAL I3Y SSI • FACE N! MILLERS (2) HORIZONTAL LOAD TROV4SFER LE HOLE SIZE TO BE VERIFIED BY (THIS SHEET} THE PROJECT DESIGN PROFESSIONAL OF RECORD. Y BRACE ATTACH TO -PURIIN PER APPLICABLE A34 DAFT DS 9IRA CE LaAb FACE MOUNTED E00N A'A rE4rIGFR FIRE SPRINKLER ATTACHMENT =_-A 1/$' MIN, CAP 1/2' WAX. OAP HGHr FIT 5EE NOTE 3 a 4 4 IOED 18` #AT11. GAP EILDCicINr: PANEL ice' MAUL CAP SEE NDTE 1 A 2 3 SiDED T SIDED BLOCKING P A i� EL (USED AY NON-BEAHI"C UH4 P £ MIDSPAN STR IDS & TIES ETC LCbAD RE5I STEM 1 � - - JOIST OUNTEI} BLOCK RACE, - - ---- �ALLOWAl3 SEE DETAIL 4 �� BLOCK HANGER, SWA 4X and 5T13 TRY OTHERS HH 3/4' x Tf x 19' PLYw000 EJ4CH MOE OF SSI WEB W/Ei-HE}. 9x2- tour. (L;IN.) DRYWALL SCREWS EACH SIDE SY11vEL SWAN BRACCE AND ATTAGi-E1dM PER APPUCAM E STANDARDS ALLDWASLE HORIZONTAL SEISMIC FORCE US, ANQLE TO YM114C AL 400 890 930 SEE MUTE !i i FOR FORCES PARALLEL OR PERPENDICULAR TO SSI JOISTS 1 4 SIDED BLOCKING PANELS WILL BE PXVIDED BETWEEN SSi JOISTS AT TYPICAL ON Cf1MR SPACING. UNO. 2, 3 SIDED BLOCKING PANELS WILL BE PROVIDED 8!~ WEEN SSI 4mTs At ODD $PACES, tm. 3- WHERE HELD ASSEMBLY 13 REQUIRED, ATTACH O=KING - PANEL ENDS VM 3-t0Dd MILS MINEMUM. CfLMCHML SEE MUCTURAL DRAWINGS FOR OTHER NNUNG RMUIREMEHTS. GM FLOCKING PANEL TD LJE1'TM IN FIELD BEFORE ATTACHING BLOCKII+KI PANEL END. 4. TO PRC%tW DPMAGf To S51 DLOCKING PANCL,. DO NOT NAIL AGAINST WF.B WITHOUT PROPER EiACi<03. 5. ATTACH 9LOGKIM PAHElS TO 551 JOISTS WITH k-iOd MWIMUEI, RML THOUGH 44RST WED INTO EDC;E OF BLOCT9N0 PANEL END. SEE STRUCTURAL DRAWINGS POR OTHER NAILING REQUIREMENM a. STANDARD STRUCTURES, INC, RECOM'M€T408 A 1' 10-INCH MINIMUM TOTAL CLEARAINCE DETWUN SSI JQ CHORDS. o r .} N.T.S. PLYIYOOD JOINT OVER ONE JOIST (%MERE 00CLiRS) � � �� SIMIL M AT i. STANWID GRADE OA E1UMFE 2H iAINIMUM YIiES STIFFENERS WILL $E SAIPPLJEI7, ni 3 T F" WIDE JOISTS, PLYWOOD T<RLL 13C SUPPLIED AT 1 1/2' EY 2 1/2" 'HIDE 40M I-S, 2. THIS OWSN51DN S1-W.L BE 4" MAXIMUM AND SSI JOISTS MAY 13E �. IHVE1lTED WHEN wm 5T1FFE7 FFm ARE SHOP ATTACHET7. FOR IHPPIM13 •� 4ti PURPOSES. I'URN = JOISTS RkMiIf *.,ICE UP FOR INSTALLAT 1 " MIN. CAP PURPOSES. .A' 3. USE 1Gd COMMON HNLS. SEE STRUCTURAL DRAdN05 FOR ER 1 MAX GAP + NAILING REQUIREMENTS. 4. CLINCH HAILS AT 3X "WINAL CHDFM. OR USE 104 X 2 S. Tn PREMff i)AMACE " M Jumm. uu NQi NAIL AGAINST YT:9 �`w + WITHOUT PROPER BACf{INk ti E. WEB STIFFENERS NOT fUMUFRM FOR SSI JDISTS 14' IN O ME) S7€P 1 LESS. UNO. PKmOM THAT THE TOP AND BoT rom CHORDS A E APE RiSTAMED MOM ROTATiON A.7 6EWN0. �� 7. FOR 351 .10130 14' IN DEPTH AHD UM TFUkT DO REQUIRE I111��rEEEEEB 551 ' sm STIFFENERS, {LSE HAYUNG REQUIRED. irm AS SHOWN FoR i B'DE�:P "SST -T JOISTS. UNO. *tip i!. VERIFY WtH ACE{ 0WLECOMEITT iF STANDARD STRUCTURES rNC WILL BIC SUPPLYINC WE8 FILLER/STIFFENERS AT CONCFi11RA LOADS ADOM STRAPS. 7lZ9. M. ASSEMBLY SEQUENCE: SSI JDIST "2" 9. PLUMB CUT SSI J1Digm w FIELD iF ormi;T DIiJENSrON ES CR THAN 1/2-, MCI- rEp STEP 1 - NAN_ i3LOCKS 'A" TO FACE OF WEB ON JOiST 10. REFER TO NOTE f 2- DETAIL 1O ON THIS SHOT "r' Ml y. 5Ai iK WEB DURING NNUNG TO PREVENT DAMAGE TO WED-CHWt CONNECTION. It. THE MINIMUM AILLUWAULL BEARING LENGTH 1S 1 3 4- FOR TFI STEP 2 - HAIL BLOCK -B- 74 RLBCK "A'. SST 224, 3;4 ik 325 GMES Pr UMuEu THE DLPtA DOES NO STEP 3 - NArL THRU IP8 flF ,"ST "Z' TO FLOCKS 'A' . l7;CFED 20 AND THE WEB THICKWESS DOES NOT EMOFFO If -. AND W. REPEAT STEPS 1 THRU 3 IF MORE THAN TWO (320 - 3YMX & 434 - 42MX) 1 "STS ARE TO BE JOINED. 8MULTI-=JOISTA SEMBL1 NOTE: 1. WEB STIFFENERS FOR MULTi JOIST ASSEMBLY WILL BE SUPPIJFD my STANDARID STiYUCT CS INC., UFAD, CHORD f CHORD It SEE NOTE 3 AtVL7IPLE JOIrTs SIMILAR AT iI 710M FiT {SFr �kx MULTI-JpE5T 1ItI jlrj' FILLER ti BY OTHERS, �f R� Nnw 1 J I I Ir WEB FILLER 118` MIN. SAPll 1 II BY DTHR$, HE+10ER 1/2" MA3L GAR F SEE NOTE I I HMGM SEE NOTE 2 G9 JOIST. SEE NOTE 4 STRAP HEADER. SSI JOIST OR SaJd SAM, METAL STRAP (BY OiIiER5) 5EE LAYOUT MUST i c USED IF 1i4 N y, DIRECTLY APPUS4 CEILING 15 TO BE ATTACHED, 1. WED PLLER, AT caucENTRATED L.Ot1JS. (TWIST STRAP a TO PREVENT DAMAG'£ TO SSI JDIST. WUD SAWN MEADE1R) DO NOT ML AG+MT WEB WITHOUT PROPER QACIONO, 2. SEE $ILL W IMTERLIILR AND OR LA-DUT FOR VMCCR TYPE, MLIH(i REQUrREM1 NEB. AND TF WEE] SiTFTENUM ,ARE REBLARIZO. 3. USE 104 NJJLS WHEN possins WHEN MUNO 1470 TOP CHORDS. IF LARGER DIAMETER NAILS ARE REQUIRED, I'RE-DRRUSJI0 OF HOLM MAY BE NECESSARY TO PREVENT TOP CHORD FACIA SPUin, 40. THiS NOTE DOES NOT APPLY 70 sst JOISTS w7TH R-CHORD. 4. SEE DET111L 8 TH15 SHEEP FOR MULTI JOIST AkS5EMEILY. WHERE OCCURS. HEAD -OUT DETAIL N. ( € Uj t !2 m 3%8' MINIMUTM c7 I ICBO PFC 4325 L.A. CITY RR 24706 1/2- �U�- -� sHo>s ATnccm REINFORCEME,MTOP os Iri ` CHORD CHORD +� 1, THE SSP MST IS d WgOi} 1-JOIST MA1H Y111 00 CHORUS AND A SINGLE WEi 0 , OF VA"NG THICKAIESS, DEPEN04HO ON RirQUAM DESIGR. THE MISS ARE z CLUED AMID 1NSTA,ULD BLTMEN THr= TWO CHORUS. WEB EUTT JOINT$ ARE 1 T CLUED TO PDRW A CONTINUOUS VW MEMBER CONNECTION IS MADE'BETlhulil � � THE 'AU AND CHORD BY 114SfSTfNO TK WEB WTO SPECIALLY PREPARED ,� THEGROPFTL WEB � ES I- THE CHORDS WHICH ARE LOCA7» IN ONE FACE CP THE CHORD. THE RUL OR 3HA1'E OF SSI JOIST MAY BE CONSTANT OR SINGLE TAPERED. Z ra 3 ` 00170M BOTTOM 2. INTUMENATE WEB S11'FTTNERS ARE NOT REQUIRED EXCEPT AT LOCATiO1iS WHERE CHORD CHORD Y JOISTS ARE SUPPOR71NG CCNCLN7RATED LOADS. WE STIFFENERS kT BEARING `�-y SUPPORT POINTS ARE NOT REOVIRCD FOR SIA JOISTS THRV 215 -1Np{ DEM SSI JOIST I T , � 4 � PROVIDED iDES10H SHEAR tX DOES NOT CEM 1900 POUNDS. iN ALL:OTHEER z CASES, WEB STIFFENERS A1RIE REOU11RE4 AT ALL DEARINIC SUPPORTS FOR JOIST JOIST DEPTHT3 16 INCHES AND DEEPER. SEE DETAIL 6 ON THIS Simi`. SSI JOIST REINFORCED � � p �aa 3. THE CORPRC"0t1 CHOREA (JUST BE CON ANUOIUSLY LATE RALLY SUPFORTED. T14E END$ LE: EXAMPLE: P LE: OF THE JOISTS MUST BE RESTRAINED TO PiTEVONT ROLL OVER. THIS IS PRO%fOED r-y p OR SHLARiR tiNSM PI►NEL APALE OF TRANSSMFUNG IINmlmwU�I FORE Qr 2 0 }� J I 324 28 r� SSI 4351 � pri, BLOGKIr'NO OR CR455 BRIQUIN0 WITH EQUIYALENT STRENGTH MAT BE USED. 4. Rt GLUE BOND BETWEEN THE CHORDS AMD THE WEiI IS CRITICAL 70 TklE PERFCATI~1WCE OF THE M JOIST. DO NOT POUND OUTWOO ON THE CHORDS. i € IL 3 3 REWFIAGEMET4T REGUIREU V OJ ONE HOUR FIRE -RESISTIVE FLOOR- CEILINO OR ROOF -CEILING ASSEMBLIES ' CONSTRUOTPON DETAILS ARE NOTED AND DESM113ED BELO* A-SSfMUL.Y 1: PLYWCDD OR APh RIITTEID STTRUCTVRAI< USE FMMS {EXPOSURE 1} AS REQUIRED Ere THE CODF_ Sgl * S'TS. SPAOM 24 INCHES ON CENTER, mJJCI#A W EASE LAYER OF 5/8-INCH TYPE X GYPSUM Wkl]L OARD APPLIED AT RIGHT MMZS To SSI JOSSES WITH 1 1/4-ikCH TYPE 5 DRYWALL SCREWS 24 INCHES ON CENTER_ FACE LAYER OF 5/8-INCH TYPE X GYPSUM WALLBW0 OR TYPE X VENEER WE APPUED AT :TIGHT A MM TO SSI JOISTS THROUGH .THE BASE LAYER WiTH 1 7/a-INCH TYPE S Di€YWALL SCREWS 12 INCHES ON CENTER AT JOINTS AND INTERMr;.DLA JOISM FACE LAYER JOINIS ARE OFFW 24 INCHES FRUM BASE LAYER JONNMI i 1/2--�NCH TYPE 0 DRY*ALL SCRE $ ARE PLACeD 2 INCHES BACK ON EITHER SIDE OF FACE LAYEiR END JOINTS, ALTERNATE IASTENERS HAYING THE SAME SPACING AS THE SCREWS, MAY BE I 7/8-INCH 6d COOLER. R01t OR WAiWARD MLS FOR THE S E LATER AND 2 3/a-INCH 5d COOLER. BOX OR WAIrLBQAA0 NPJLS 1`09 THE FACE LAYER. Tl?E G DRT*A.LL $CREWS, 1 1/2-E'#D#f LONQ ARE STILL REQUIRED AT 7Xt END JOINTS OF THE FADE LAYER. SSI JOISTS MAY BE SPACED A MAXIMUM OF 4e INCHES ON CE7{TER IF NOMINAL TWO By STRIPPRt6 OR RESiUENT CKAM4 5 ARE ATTACHED 24 INCHES ON CENTER AT RIGHT ANGLES TO THE 39 JOiST'S AND TTH'E TIVO LAYERS OF CYPSIUM WALLBOARD ARE APPLIED PERPENDICULAR TO THE STRIPPING OR CHr+!'INELS. THE TWO LAYERS OF GYPSUM WAIT-BO.ARD MUST BE SCREN ATTACHED AS 10MId8Ed A39W_ TIfE 57RTPPING OR RESIDENT CHMNEL MUST BE DESN)NEB TO CMHY THE 0OU13M LA YM MTSVV WALLDl AM I.W.D.' ASSCiA LY 2- . ti.:f DDIM, OUT TO 01-7- 9 t/4- MINIMUM THRU 56' MAYIMLIM. EXCEPT TAPER SST JOISTS. WIDTH OF CHORD: 2 i T 1/2' 3-21/,'1' 4-31/27 THICKNESS OF CHMD: 2 - 1 1/Y 2 - 151r (0 591224 3-21/B' 4-3' # THICiNESS OF WEB IF PLYWOOD: 3P - 3 f 9' 4P - 4/0' - 1/2" 6P - 5/9' THICKNESS OF WEB iF OSR, 4 - 3f r b*+1/3' 5 - . M • 5/3' THE ASSEMBLY CONStM OF A SINGLE-LAYM T=LWR OF 19/3e THIGH PLT1AWID OR APA-RATED V) STRUCTURk-USE: PAIf't"EXPOSURE F) WrN SSI JOISTS SPLICED UP TTD 24' c/o, AND A CFIUNO OF OEILES Q TWO LAYERS OF GYPSUM 1WALIZOARD APPLIED M THH BOTTOM CHORD. THE GYPSUM WAIiBDARD 0 Lei SWILL EIE 1/2' THICK TYPE X FOR ALL INSTALLATIONS EXCEPT niOSE ffm $$1 26 "STS HAYING A AS ROtCi2ENCETD ON 8FLL OF MATUWS DEFTF LESS THMt 12". FOR INSTALLATIONS WFTN SSI 26 JOISTS HAV NQ A DEPTH LESS THAN 12-, THE � GYPSUM WNIZOARD SKALL BE 1/2- THICK UNEEED STATES GYPSUM COMPANY FIRECOOE C OR NATIONAL. GYPSUM COMPANY FIRE -SHIELD TYPE XC AS Ali ALTERN14Tiff- THE •GT7'SLiM WALLBOARD SHALL BE 5/8' THICK TYPE X, WSTALLED AS DESCRIpW IN ASSEMBLY T. THE'PLYWOOD SHEATHING IS APPLIED I LENGTH LENGTH PERPENDICULARLY TO THE JOISTS AND ATWIT ATTACHED THERETO H � UNLS SPACED AT 6" o/c. TifT GYPSUM T3OMID WE LAYER IS APPLrE17 PERPE?IL1IC11L4iTLY. ANC AGREE] MRI;L'TLY, TO THE QOMLI Mr CHORD WITH 1 T/4- CONO TYPE 5 T)"AU. SORE : V AT 24-'0/0. TM£ FACE LAYER IS INSTN-LLD WITH JOINTS STACQMEIL 24' iN bK9-1 DIRECTIM FRO JGMll9 IN THE SASE LAYM. THE BOARD S SECURED TO EACH JOIST WFT'H 1 7/0" LONG TYPES IIIL SCAM. SPADED AT 12' v/e �I At JORM AJ�PO AT INTERMEDIATE SUPPORTS. ADDITIONAL 1 1/2' NO TYPE G IDMVA LL SCREWS ,VIE tq EJ J� p PIP INsTALum ALONG THE E osm Blm J41NT5 OF THE SECOND L 4R, SPACED AT 12" 4/Fa IN TOMS 3' A B BACK ETt01f TWE JOINT AND STAGGERED WFTii TYPE S SCREWS. II.IYPOSED 14Q� LBOMO JQINTs ARE TREATED WITH PAPM TAPE EMBEDDED IN THE JOIld1` COMPOUND, WHrCH iS THIIiN COVERED WITH TWO LENGTH Lf=NfiTH COL47$ OF JDIST COMPOUND, SCREW HEADS ARE COVERED WITH: TWO COATS i)F JI)INF COMPOUND. w SSi J01" MAY BE USED IN ASSEMBLIES 0LIZING TRU5St5 13 SC 8ED 1N I Y � � iCBO EVALUATION SUMCE, NO,, REPORTS NOS. IM2 AND 1932 Kttt it Y t to JOBSITE HANDLING OF SSI JOISTS C IT iS THE CUSTOMER'S RESPOHS1.81UTY TO UNLOAD THE SSI JOISTS FROM THE TRUCX AND FOK ALL HANDUNC THEREAFtER; THE S9 "ST GUARANTEE ONLY APPLES 5o LONG AS THE PRODUCT iS NOT GA MAGE D 1 OR ALTERED iN ANY 'MAY AND IS INSTALLED IN A W39iCMANUKE WANNER AND AGCORDING TO SSI IN5TALL.ATiM INFORMATION. 551 JOISTS %ALL BE DEU ERL9 TO THE 4013511E 1N 8 IDLES DANDM TOGETHER FOR HAHDUH0. TO AVOID DAMAGE, THEY SHOULD SE KEPT iN THESE B LE5 UNTIL. THEM AAE KMY TO BE iNSTAJLLED IN THE STRUCTURE. Ncvm H.A"I LE SSi JOISTS 7KEEP IN AN UPRIGHT POSITION STORAGE OF SSI JOISTS W41LE BEING STg94E>d x7 TFFE POf3 TE I4EEP SS! Ja15T5 IN JH UPRIGHT POSITION. THE $UHDLES SHWLD BE SUPPORTED CN LEVEL STINERS TO KEEP THE SSI JOISTS WT QF THE MUO AND DIRT. S7ACK NG OF BUNDLES iS PERMITM iF AN AOEQUATE NVIIABER OF STICKERS IS PROVIDED ,TO PREYFNT VAMAIGE AND NORMAL SAFETY Q PRECAUnoNB ARE FOLLOWED. ALL GLUE; USED IN SSI MSTS IS WAVPRCOFi HOwEVCR. LONG E»PGSITRE Tp 3 Ir- WA1TE3R AND SUN VALi CAUSE SOVE DEMR10RATiON AND GHECK;NG OF WOOD. SSE JOST'S SHOULD RECEIIPE THE SAME FROTECn4N FTRUM 'HEATHER GMN OTHER M'17LC PRODUCTS. A5SF1A6LY F 1 10 SSI JOIST DOTES ;IT WTE 1 JOISTS -BLOCKING PANEL WEB STIFFENER EACH - SIDE i F WEB. SEE WE$ 5RIMNEPI DETAIL SIDED BLOCKING PANT GENERAL NOTES: 1. ALL CLOUDED NOTES, DIMEMStMgS ETC. REQUREB "PICAtTION AND MUST BE MARKM EITHER 'OK' OR THE CORRECT INF4RMATIOH PROVIDED. 2. PLF_W BE AWARE THAT ANY CLOLOM 4TEMS HOT ACKNOKLEDGM WiLL REQUIRE TELEPHONE CALLS TO RESPONSIBLE PARTIES AND MAY CAUSE A VELA.Y IN THE M.ANUfiACTURE OF YOUR ORDER. 3- PLEASE VFJ FY THAT ALL iNFORWA A%II MY = HE1REWITH REFLECTS THE: LATEST AVAILABLE PROJECT iNFORMATION AND TRAT ALL SSf MTS Li:NIRTHS CURRESPCNO WITH ACTUAL FIELD DIMENSIONS. 4, SSk DEiA D SHOW MINIMUM HAIIUNQ ALLo54EE), RE7`E7i TO PRQKCT PLOWS FOR MORE SIk1040EF2T MAILP40 REQUIRLMFWM 5_ IN PRF-PARA1104 OF THESE SHOP DRAWINGS, STANDARD STi UCTURES LNG, HA$ PREL M UPON PLANS AND/OR SYt:CLFIGAl1pIA`- OR OTHER iNFORMAPON PREPARED OY RIPREBEHTATI4ES Of THE ONNER AND CANNOT BE RESPONSIBLE IF THE 1NFORMATION FURNISHER IS ERRONEOUS, iT 15 THE SOLE RESPDPISEi31LITY OF THE CUSTOMER 78 COORDINATE TWRE SHOP DRAWINGS W1TW THE OWNERS REPRE5EHTAATiYFS AND THE 'FOR OONSTRUGTrON" PROJECT PLANS ANO SPECIFICATICHS. THE CUSTOMER s"ALL APPRb1AE THESE SWOP DRAWINGS FOR DIMENSIONS, QLUANi#TIM SPEi IRCATMNS AND DETAILS. STAINDARo SmucTuRES 91C. CANNOT BE HELD ACCOUNTABLE FOR ITEMS NOT BROUGHT TO THE ATTENTION CF STANDARD STRUCTURES INC.. TIGHT FITS 1/5, MIN. CAP S TO SUPPORT ORD WITH 8d SERE STRUCEURAL E1ME N TS. REGOVM MDS iA ANICE BETWEEN OF OLOC10114G PANEL.. IN FOR CLARITY. 4G SUPPOW 8ELCW t/2- MINIMUM fWM 1LRA1 SRAWNGS FOR (USED AT iiEA,RIH4 CONDITIONS, UND) EGEND ABBREVIATION SEE PMZCY PLANS fON 61111ER nE1eREVATONS Af4V U`,,kU. e - SS1 VFTAJL - PROJECT PLAN DETAIL START S51 LAYOUT TMBd - MA611NG MATMIA►L 9Y OTHERS 411` - VERIFY IN FIELD IM - NOT N CONTRACT UNO -- UNLESS NOTED OTHF;R%I1SE FSML - FIRE SPRI KLM MAIN UNE Ij UPDATED 12/27/02 (AFK) iJOIST-DWG I Q PLYtWDOD OR APA STRUCTURAL PANEL SsI JO15T TWO LAwFR" 3//ES-INCH rmv x GYT3gUM WhLLA0g4ltTD CONCENT9ATED LOAD ABOVE THE ASSEMBLY CONStM OF A SINGLE-LAYM T=LWR OF 19/3e THIGH PLT1AWID OR APA-RATED V) STRUCTURk-USE: PAIf't"EXPOSURE F) WrN SSI JOISTS SPLICED UP TTD 24' c/o, AND A CFIUNO OF OEILES Q TWO LAYERS OF GYPSUM 1WALIZOARD APPLIED M THH BOTTOM CHORD. THE GYPSUM WAIiBDARD 0 Lei SWILL EIE 1/2' THICK TYPE X FOR ALL INSTALLATIONS EXCEPT niOSE ffm $$1 26 "STS HAYING A AS ROtCi2ENCETD ON 8FLL OF MATUWS DEFTF LESS THMt 12". FOR INSTALLATIONS WFTN SSI 26 JOISTS HAV NQ A DEPTH LESS THAN 12-, THE � GYPSUM WNIZOARD SKALL BE 1/2- THICK UNEEED STATES GYPSUM COMPANY FIRECOOE C OR NATIONAL. GYPSUM COMPANY FIRE -SHIELD TYPE XC AS Ali ALTERN14Tiff- THE •GT7'SLiM WALLBOARD SHALL BE 5/8' THICK TYPE X, WSTALLED AS DESCRIpW IN ASSEMBLY T. THE'PLYWOOD SHEATHING IS APPLIED I LENGTH LENGTH PERPENDICULARLY TO THE JOISTS AND ATWIT ATTACHED THERETO H � UNLS SPACED AT 6" o/c. TifT GYPSUM T3OMID WE LAYER IS APPLrE17 PERPE?IL1IC11L4iTLY. ANC AGREE] MRI;L'TLY, TO THE QOMLI Mr CHORD WITH 1 T/4- CONO TYPE 5 T)"AU. SORE : V AT 24-'0/0. TM£ FACE LAYER IS INSTN-LLD WITH JOINTS STACQMEIL 24' iN bK9-1 DIRECTIM FRO JGMll9 IN THE SASE LAYM. THE BOARD S SECURED TO EACH JOIST WFT'H 1 7/0" LONG TYPES IIIL SCAM. SPADED AT 12' v/e �I At JORM AJ�PO AT INTERMEDIATE SUPPORTS. ADDITIONAL 1 1/2' NO TYPE G IDMVA LL SCREWS ,VIE tq EJ J� p PIP INsTALum ALONG THE E osm Blm J41NT5 OF THE SECOND L 4R, SPACED AT 12" 4/Fa IN TOMS 3' A B BACK ETt01f TWE JOINT AND STAGGERED WFTii TYPE S SCREWS. II.IYPOSED 14Q� LBOMO JQINTs ARE TREATED WITH PAPM TAPE EMBEDDED IN THE JOIld1` COMPOUND, WHrCH iS THIIiN COVERED WITH TWO LENGTH Lf=NfiTH COL47$ OF JDIST COMPOUND, SCREW HEADS ARE COVERED WITH: TWO COATS i)F JI)INF COMPOUND. w SSi J01" MAY BE USED IN ASSEMBLIES 0LIZING TRU5St5 13 SC 8ED 1N I Y � � iCBO EVALUATION SUMCE, NO,, REPORTS NOS. IM2 AND 1932 Kttt it Y t to JOBSITE HANDLING OF SSI JOISTS C IT iS THE CUSTOMER'S RESPOHS1.81UTY TO UNLOAD THE SSI JOISTS FROM THE TRUCX AND FOK ALL HANDUNC THEREAFtER; THE S9 "ST GUARANTEE ONLY APPLES 5o LONG AS THE PRODUCT iS NOT GA MAGE D 1 OR ALTERED iN ANY 'MAY AND IS INSTALLED IN A W39iCMANUKE WANNER AND AGCORDING TO SSI IN5TALL.ATiM INFORMATION. 551 JOISTS %ALL BE DEU ERL9 TO THE 4013511E 1N 8 IDLES DANDM TOGETHER FOR HAHDUH0. TO AVOID DAMAGE, THEY SHOULD SE KEPT iN THESE B LE5 UNTIL. THEM AAE KMY TO BE iNSTAJLLED IN THE STRUCTURE. Ncvm H.A"I LE SSi JOISTS 7KEEP IN AN UPRIGHT POSITION STORAGE OF SSI JOISTS W41LE BEING STg94E>d x7 TFFE POf3 TE I4EEP SS! Ja15T5 IN JH UPRIGHT POSITION. THE $UHDLES SHWLD BE SUPPORTED CN LEVEL STINERS TO KEEP THE SSI JOISTS WT QF THE MUO AND DIRT. S7ACK NG OF BUNDLES iS PERMITM iF AN AOEQUATE NVIIABER OF STICKERS IS PROVIDED ,TO PREYFNT VAMAIGE AND NORMAL SAFETY Q PRECAUnoNB ARE FOLLOWED. ALL GLUE; USED IN SSI MSTS IS WAVPRCOFi HOwEVCR. LONG E»PGSITRE Tp 3 Ir- WA1TE3R AND SUN VALi CAUSE SOVE DEMR10RATiON AND GHECK;NG OF WOOD. SSE JOST'S SHOULD RECEIIPE THE SAME FROTECn4N FTRUM 'HEATHER GMN OTHER M'17LC PRODUCTS. A5SF1A6LY F 1 10 SSI JOIST DOTES ;IT WTE 1 JOISTS -BLOCKING PANEL WEB STIFFENER EACH - SIDE i F WEB. SEE WE$ 5RIMNEPI DETAIL SIDED BLOCKING PANT GENERAL NOTES: 1. ALL CLOUDED NOTES, DIMEMStMgS ETC. REQUREB "PICAtTION AND MUST BE MARKM EITHER 'OK' OR THE CORRECT INF4RMATIOH PROVIDED. 2. PLF_W BE AWARE THAT ANY CLOLOM 4TEMS HOT ACKNOKLEDGM WiLL REQUIRE TELEPHONE CALLS TO RESPONSIBLE PARTIES AND MAY CAUSE A VELA.Y IN THE M.ANUfiACTURE OF YOUR ORDER. 3- PLEASE VFJ FY THAT ALL iNFORWA A%II MY = HE1REWITH REFLECTS THE: LATEST AVAILABLE PROJECT iNFORMATION AND TRAT ALL SSf MTS Li:NIRTHS CURRESPCNO WITH ACTUAL FIELD DIMENSIONS. 4, SSk DEiA D SHOW MINIMUM HAIIUNQ ALLo54EE), RE7`E7i TO PRQKCT PLOWS FOR MORE SIk1040EF2T MAILP40 REQUIRLMFWM 5_ IN PRF-PARA1104 OF THESE SHOP DRAWINGS, STANDARD STi UCTURES LNG, HA$ PREL M UPON PLANS AND/OR SYt:CLFIGAl1pIA`- OR OTHER iNFORMAPON PREPARED OY RIPREBEHTATI4ES Of THE ONNER AND CANNOT BE RESPONSIBLE IF THE 1NFORMATION FURNISHER IS ERRONEOUS, iT 15 THE SOLE RESPDPISEi31LITY OF THE CUSTOMER 78 COORDINATE TWRE SHOP DRAWINGS W1TW THE OWNERS REPRE5EHTAATiYFS AND THE 'FOR OONSTRUGTrON" PROJECT PLANS ANO SPECIFICATICHS. THE CUSTOMER s"ALL APPRb1AE THESE SWOP DRAWINGS FOR DIMENSIONS, QLUANi#TIM SPEi IRCATMNS AND DETAILS. STAINDARo SmucTuRES 91C. CANNOT BE HELD ACCOUNTABLE FOR ITEMS NOT BROUGHT TO THE ATTENTION CF STANDARD STRUCTURES INC.. TIGHT FITS 1/5, MIN. CAP S TO SUPPORT ORD WITH 8d SERE STRUCEURAL E1ME N TS. REGOVM MDS iA ANICE BETWEEN OF OLOC10114G PANEL.. IN FOR CLARITY. 4G SUPPOW 8ELCW t/2- MINIMUM fWM 1LRA1 SRAWNGS FOR (USED AT iiEA,RIH4 CONDITIONS, UND) EGEND ABBREVIATION SEE PMZCY PLANS fON 61111ER nE1eREVATONS Af4V U`,,kU. e - SS1 VFTAJL - PROJECT PLAN DETAIL START S51 LAYOUT TMBd - MA611NG MATMIA►L 9Y OTHERS 411` - VERIFY IN FIELD IM - NOT N CONTRACT UNO -- UNLESS NOTED OTHF;R%I1SE FSML - FIRE SPRI KLM MAIN UNE Ij UPDATED 12/27/02 (AFK) iJOIST-DWG I Q PLYtWDOD OR APA STRUCTURAL PANEL SsI JO15T TWO LAwFR" 3//ES-INCH rmv x GYT3gUM WhLLA0g4ltTD CONCENT9ATED LOAD ABOVE FROM BEi4RItQG WNJ, $ERRING WALL MECWNICAL CURO. ETC. ABOVE DVM 1 r BEARING WALL AE8 sTIFFEFi£FRS 1 BELOW, W U?E SEE: D$TAIL RS f�T_TIGIHT 1/0' MIN. QAQ FIT a s5t JOIST REARING YtfAL! w OR BEAM 9 1 -a WEB STIFFENER LOCATION 4 SEE NOTE 3 10 n illh - EL. OTT ALL JOPSTS REQUIRE WIM SDFFENERS. ; � NC'�S ;} REFO TO NOTE 01, DETAIL 10 ON THIS SHEET-, H.T.S. SSI CONTACTS (707i) 836-8100 FAX (707) 836-13149 Rf email: te0slendardatf•uctures.com QSCHEDULING - (707) 836-8140 ❑ SHIPPING JOB ��. - (707) 835-0138 Q DAMAGED TRUSSES, FIELD MODIFICAlONS IMPROPER FIT, OR OTHER ISSUES - (707) 836-8191 JOIST COVED SHEET , OF