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HomeMy WebLinkAbout5380-F85FB-v20.0 - Sheet - S6 - RTU FRAMING AND DETAILSPROVIDE X-BRACING AT ALL HORIZONTAL BRIDGING INCLUDING UPLIFT BRIDGING AT OUTSIDE (END) W BEAMS WHERE OCCURSPROVIDE X-BRACING ON BOTH SIDES OF W BEAMS, TYP ALL HORIZONTAL BRIDGING LINES EXCEPT UPLIFT BRIDGINGEITHER DIRECTLY ADJACENT TO W BEAMS OR NEXT BAY FROM W BEAMS AS SHOWNPROVIDE X-BRACING EA SIDE AT ALL HORIZONTAL BRIDGING INCLUDING UPLIFT BRIDGING WHERE DISCONTINUOUS PROVIDE X-BRACING EA SIDE AT POINT LOAD LOCATIONS & ALL HORIZONTAL BRIDGING INCLUDING UPLIFT BRIDGING WHERE CONCENTRATED POINT LOAD GREATER THAN 500 LBS OCCURLOADLOADJOIST / BM DIRECTIONBM DIRECTION INTO PAGECONT DECK CLOSURE ANGLE, SEE PLANS FOR STRUCT STL SUPPORT3/162" MIN.UON3' - 0"36/7 PATTERN36/5 PATTERN36/4 PATTERN36/3 PATTERNDECK TYPES1.5 (B,F,A,VL)3/162-12UONCONT DECK CLOSURE ANGLE, SEE PLANS FOR STRUCT STL SUPPORTCLOSURE ANGLE CONNECTIONSMINIMUM DECK PROPERTIES1.5 BNOMINAL DEPTH: 1 1/2"TYPE B (WIDE RIB) METAL DECK22 GAUGE: I=0.169 IN4/FT. SP=0.186 IN3 /FT. SN=0.192 IN3 /FT20 GAUGE: I=0.212 IN4/FT. SP=0.234 IN3 /FT. SN=0.247 IN3 /FT18 GAUGE: I=0.292 IN4/FT. SP=0.318 IN3 /FT. SN=0.327 IN3 /FTGIRDER OR W BM5/8" PUDDLE WELDSNOTES:1.HILTI FASTENING SYSTEM MAY BE SUBSTITUTED AS ALTERNATE. EQUIVALENT UPLIFT & SHEAR CAPACITIES REQD. DOCUMENTATION TO BE PROVIDED BY GC FOR REVIEW & APPROVAL PRIOR TO USE.DECK EDGEDECK DETAILCL OF STL SUPPORTSSIDELAP CONNECTION, #10 TEK SCREWS5/8" PUDDLE WELDS AT EDGES5/8" PUDDLE WELDS AT EDGES AT SUPPORTED JOISTS / BEAMS / ETC5/8" PUDDLE WELDS AT COLLECTOR ELEMENTS WHERE INDICATED IN PLANPUDDLE DECK PATTERN6' - 0" MAX, SEE PLANSMIN10" W/ MECHCOORDINATEWCL OF JOISTLEG ALEG BOPENOPENOPENMISC OPENING (<150 LB)6' - 0" MAX, SEE PLANSLEG ALEG ALEG BRTU OPENINGWMIN10"W/ MECHCOORDINATECL OF JOISTCL OF JOISTCL OF JOISTLEG BLEG B6' - 0" MAX, SEE PLANSLEG ALEG ALEG BRTU OPENINGWMIN10"W/ MECHCOORDINATECL OF JOISTCL OF JOISTLEG BLEG ASECTION A-ASECTION A-ASECTION B-BCONTRACTOR TO PROVIDE & INSTALL FIELD STRUT L2X2X3/16 EA SIDE OF JOIST AT ALL LOCATIONS WHERE CONCENTRATED LOAD DOES NOT OCCUR WITHIN 3" OF A PANEL POINT. INSTALL ANGLE W/ ONE END AT LOCATION OF LOAD & OTHER END AT A PANEL POINT ON THE OPP CHORD, TYP3/16GREATER3" ORPROVIDE JOIST REINF IN ACCORDANCE WITH THIS DETAIL FOR ALL CONCENTRATED LOADS IN EXCESS OF 100 POUNDS THAT ARE NOT SHOWN ON THE STRUCT FRAMING PLAN.LOADCONCENTRATED LOADSECTION A-ALEG ALEG BCOPE ANGLE TO FIT, PROVIDE 1/2" R1" MAX3/16TYPBOTHSIDES3/16TYPSECTION B-BLEG ALEG BHEADER3/16TYPBOTHSIDES3/16TYP1" MAXTYP EA END EA ANGLEMECHINICAL EQUIPMENT SCHEDULETOTAL WEIGHTMAXMAX "W"HEADERLEG ALEG BUP TO 150 LBS3'-0"N/A, SEE SECTION A-AL3X3X3/16L3X3X3/16500 LBS6'-0"N/A, SEE SECTION A-AL3X3X1/4L3X3X1/4NOTES:1.INSTALL STRUCT CURBS, HEADERS & FRAMES & WELD TO SUPPORT STL BEFORE DECK IS PLACED. DO NOT INSTALL STRUCT CURBS ON TOP OF DECK.2.ADJUST LOCATION OF RTU SO CURB FALLS WITHIN 3" OF JOIST PANEL POINTS, WHERE POSSIBLE.3.GC SHALL COORDINATE EQUIP DIMENSIONS & FRAMING LOCATIONS W/ THE STL FABRICATOR,MECH & ERECTION SUBCONTRACTORS.4. TOTAL WEIGHT = EQUIPMENT WEIGHT + WEIGHT OF EQUIP CURBS.5.ALL EQUIP ON PRE-ENGINEERED CURBS.2000 LBS6'-0"L6X6X3/8L4X4X3/8L4X4X3/8RTUPRE-ENGINEERED UNIT CURB (14GA MIN)(3) #12 SCREWS W/ PLASTIC WASHERS AT EA PLATE LOCATION MIN3"MIN3"MIN3"MIN3"MOUNTING CLIPSBY GC1"1"STL ANGLESEE DETAILSMTL ROOFDECK#12 SCREW @ 6" OC, TYPPROVIDE CONT PT WOODBLOCKING FOR CURB SUPPORT(3) #12 TEK5 SCREWS AT EAPLATE LOCATION SHOWN ABOVE PL1/8X3"X0'-20" AT EA CORNEROF UNIT. (3) STRAPS MIN ON EASIDE OR @ 3'-0" OC MAXRTUSTL ANGLESEE DETAILSMTL ROOFDECK3/8" A307 THROUGHBOLTS W/ WASHERS & NUTS ON EA SIDE @ 12" OC ALL AROUNDPROVIDE PT WOODBLOCKING FOR CURB SUPPORTRTUSTL ANGLESEE DETAILSMTL ROOFDECK5/86"CENTERSOPTION 1 -HOLD DOWN STRAP TO STL ANGLEOPTION 2 -BOLT TO STL ANGLEOPTION 3 -WELD TO STL ANGLESCREWS MUST PENETRATE A MIN OF THREE THREAD PITCHES BEYOND THE MTL SUBSTRATE1"1"CLEAN & PREPARE WELDS,& PAINT W/ ZRC COLD GALVANIZING COMPOUND PER MFR REC5/86"CENTERSCLEAN & PREPARE WELDS,& PAINT W/ ZRC COLD GALVANIZING COMPOUND PER MFR RECMOUNTING CLIPSBY GCMOUNTING CLIPSBY GCPRE-ENGINEEREDUNIT CURB (14GA MIN)PRE-ENGINEEREDUNIT CURB (14GA MIN) CLGC TO PROVIDE PRE-ENGINEERED RTU TIE-DOWNS OR EQUIVALENT ENGINEERED TIE-DOWN SOLUTION THAT MEETS OR EXCEEDS THE REQD PROJECT WIND DESIGN CRITERIA FOR THE SPECIFIC RTU MAKES & MODELS EMPLOYED. FORCES ACTING ON RTU'S SHALL BE CALCULATED IN ACCORDANCE W/ FBC / ACSE 7 BY SPECIALTY ENGR. SIZE, QUANTITY & PLACEMENT OF TIE-DOWNS SHALL BE AS REQD BY THE TIE-DOWN SUPPLIER FOR EA RTU. GC TO SUBMIT SIGNED & SEALED TIE-DOWN ENGINEERING & DETAILS FOR REVIEW & APPROVAL.3/16ALUMINUM ST&, SEE PLANSREINFORCEMENT REQD AT JOIST WHEN CHANNEL NOT AT PANEL POINTBAR JOIST, SEE PLANSCHANNEL, SEE PLANSPROVIDE A LAYER OF FELT PAPER OR RUBBERIZED ASPHALT MEMBRANE BTWN ST& ALUMINUM B PL & STL CHANNEL(2) 3X3X1/4" 6061-T6 CONT ALUMINUM ANGLE TO MATCH B PL FOOTPRINT(4) 3/8" DIA SAE GRADE 5 THREADED RODS W/ 3/4" MIN WASHERS & LOCKING NUTSCHANNEL, SEE PLANSALUMINUM ST&, SEE PLANSPROVIDE A LAYER OF FELT PAPER OR RUBBERIZED ASPHALT MEMBRANE BTWN ST& ALUMINUM B PL & STL CHANNEL3/4" STRUCT PLYWD #10 WOOD SCREWS @ 6" OCALL (4) SIDES(2) CONT 2X12 PT STUDS. ATTACH STUDS TO EA OTHER W/ (2) 10d COMMON NAILS @ 6" OC MAX. ATTACH T&B PLATE TO 2X12 W/ 16d COMMON NAILS @ 12" OCSTL FRAMING,SEE PLANSMAX6"(2) CONT 2X8 PT STUDS. ATTACH STUDS TO EA OTHER W/ 1 1/4"X3" SIMPSON SDS25300 SCREWS @ 6" OC MAX STAGGERED.OVERLAP PLATES AT CORNERS W/ (4) SCREWS. PROVIDE 3" MIN SPACING, 6" MIN END DIST & 1 1/2" MIN EDGE DIST2X4 PT STUDS @ 12" OCATTACHED T&B PLATE TO 2X4 W/ (2) 16d COMMON NAILS(2) CONT 2X8 PT STUDS. ATTACHSTUDS TO EA OTHER W/ (2) 10d COMMON NAILS @ 6" OC MAX. OVERLAP PLATES AT CORNERSW/ (4) 10d COMMON NAILSMAX 160 MPH HIGH VELOCITY HURRICANE ZONE OPTION 1:MASTERBUILT UNIT SECURED TO FRAMING USING 1/4"X4" LAG SCREWS (60) TOTAL OR@ 6" OC MAX. [(20) LAG SCREWS ON EA LONG SIDE EVENLY SPACED W/ 6" MIN EDGEDIST. (10) LAG SCREWS ON EA SHORT SIDE EVENLY SPACED W/ 6" MIN EDGE DIST.]MAX 160 MPH HIGH VELOCITY HURRICANE ZONE OPTION 11:MASTERBUILT UNIT SECURED TO FRAMING USING 1/4"X3 1/2" SIMPSON SDS25312 SCREWS(36) TOTAL OR AT 12" OC MAX. [(12) SCREWS ON EA LONG SIDE EVENLY SPACED W/ 6" MINEDGE DIST. (6) SCREWS ON EA SHORT SIDE EVENLY SPACED W/ 6" MIN EDGE DIST.]MAX 160 MPH NON HIGH VELOCITY HURRICANE ZONE:ATTACH CONT 2X8 PT STUD TO MTL DECK W/ (2) #10 WOOD TO METAL SCREWS @ 6" OC MAX. PROVIDE 3" MIN SPACING, 6" MIN END DIST & 1 1/2" MIN EDGE DIST IN WOOD PLATE.6"MAX1' - 0"6"6"VARIES6"OPEN0.071" REINFPLATEPUDDLE WELD OR#10 SCREWS @ 8" OC MAXNOTE:FOR HOLES 6" DIA OR LESS -NO REINFORCING PLATE IS REQD1.5B20 MTL ROOF DECKMAX.2' - 0"MAX.1' - 0"OPEN(2) #10 SCREWSAT RIBTYP.3 RIBS PAST OPENINGNOTE: FOR LARGER OPENINGS SEE JOIST MECH UNIT SUPPORT DETAILC4 X 5.41.5B20 MTL ROOF DECKC4 X 5.4SHEET TITLECLIENT NAMEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.4/16/2020 5:36:27 PMS6218071904/17/2020RCWSMRTU FRAMING AND DETAILSORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063WAWA F85FB 2020 STORE #5380-ORN3/4" = 1'-0"S68GENERAL BRIDGING & BRACING INFORMATION1" = 1'-0"S66GENERAL MTL DECK & CLOSURE ANGLE INFORMATION3/4" = 1'-0"S61GENERAL RTU INFORMATION1 1/2" = 1'-0"S64CHANNEL CONNECTION TO JOIST1 1/2" = 1'-0"S65STAND COL CONNECTION BTWN JOIST1 1/2" = 1'-0"S67MASTERBUILT SUPPORT - SCREWED3/4" = 1'-0"S63METAL DECK PENETRATIONS FOR OPENINGS TO14" PERPENDICULAR TO DECK3/4" = 1'-0"S62METAL DECK PENETRATIONS FOR OPENINGS TO24" PERPENDICULAR TO DECKRevision ScheduleNo.DescriptionDatePERMIT SET04/17/2020