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HomeMy WebLinkAbout5380-F85FB-v20.0 - Sheet - S3 - ROOF FRAMING PLAN AND NOTESS44S45S41S42S431S7.11122ABB4688FFEEDD331S77( 18' - 2 5/8" )( 18' - 2 5/8" )( 16' - 2 1/4" )( 9' - 8" )( 18' - 2 5/8" )W12X30( 16' - 2 1/4" )W12X30( 16' - 2 1/4" )W12X30( 16' - 2 1/4" )W12X30W8X15W8X15W8X15W8X15W8X15W8X15C6X8.2HSS6X3X1/4W8X15W8X28W8X28W8X15W8X15W8X15W8X15W8X15W8X28W8X15W8X10W8X10W8X10W8X15W8X15W8X15 W8X15 W8X15W8X28W8X15W8X15W8X15C6X8.2C6X8.2C6X8.2C6X8.2C6X8.2C6X8.2W8X15W8X15W8X15W8X15W12X30( 16' - 2 1/4" )C6X8.2 C6X8.2C6X8.2 C6X8.2C6X8.2C6X8.2C6X8.2 C6X8.2C6X8.2 C6X8.2W12X30W12X30W18X50W12X3028LH0828LH0828LH08W12X30W18X50HSS8X3X1/4( 18' - 2 5/8" )W12X30( 17' - 7 1/2" )W18X50( 17' - 7 1/2" )W18X50( 17' - 4 1/4" )12' - 3"40' - 7 1/2"5' - 2 1/2"5' - 2 1/2" 5' - 2 1/2"6 1/2" 10' - 11 1/2" 7' - 0" 10' - 7 1/2" 10 1/2"RTU-11500 lbsMAXRTU-21500 lbsMAXRTU-31500 lbsMAX55' - 10 3/8"36LH0936LH0936LH0936LH0936LH0936LH0936LH0928LH0836LH09CC7.82.56.57.336LH0936LH09333333333311333333333333333333222C6X8.26S7TYPHSS6X3X1/4HSS6X3X1/4HSS6X3X1/4HSS6X3X1/47S710S77S76S7TYP5S77S710' - 5"2 EQ SPACED3 EQ SPACED2 EQ SPACED4 EQ SPACED5 EQ SPACED11' - 0"10' - 0"10' - 0"10' - 0"21' - 3"39' - 10"52' - 10 1/2"13' - 6 1/2"10' - 5" 1' - 10" 1' - 10" 4' - 7 1/2" 4' - 7 1/2" 4' - 7 1/2" 4' - 7 1/2" 4' - 1" 4' - 1" 4' - 1" 4' - 1" 3' - 11 1/2"3' - 5 1/2" 1' - 2"91' - 8"11' - 0"20' - 0"20' - 7 1/2"20' - 5 1/8"19' - 7 3/8"69' - 0"17' - 6"17' - 6"17' - 4"3' - 8"13' - 0"CU HOUSE4000 lbsMAX DL = 3.4KLL = 3.4KWL = ±4.4KDL = 3.4KLL = 3.4K WL = ±4.4K(LLV)(LLV)L5X3X1/4L5X3X1/4HSS3X3X3/16HSS5X5X3/16HSS5X5X3/16PRE-ENGINEERED METAL TRUSSES AT 24" OC MAX91' - 8"10' - 5"HSS2.375X0.218HSS2.375X0.218HSS2.375X0.218HSS2.375X0.218HSS2.375X0.218HSS2.375X0.218W8X15( 16' - 2 1/4" )3.51' - 6 1/4"16' - 9 1/4"1' - 6 5/8"W8X15W8X15INSIDE2 1/8"4' - 2 3/4" RO7' - 7 7/8" ROINSIDE2' - 11 1/2"INSIDE5' - 6 5/8"4' - 2 3/4" ROINSDIE2' - 2"7' - 7 7/8" ROINSIDE5' - 9 7/8"4' - 2 3/4" ROINSIDE3' - 4 3/4"7' - 7 7/8" ROHSS8X8X3/8HSS8X8X3/81' - 11"1' - 0"19' - 8 3/8" (± 6")30" MAX20" MIN28LH085' - 9"4' - 11 5/8"5' - 0 1/2"5' - 0"5' - 0"1' - 10"1' - 10"10' - 5"12' - 3"PROVIDE (4) "STD" ALUMINUM FRAME STANDS BY MIAMI TECH INC OR APPROVED EQUAL. (STAND HEIGHT = 18")EF-150 lbs MAXEF-150 lbs MAX12' - 4 3/4" INSIDE1' - 1 1/2"1' - 1 1/2"INSIDE4' - 5 7/8"1' - 1 1/2"7' - 10 5/8" INSIDE1' - 1 1/2"6' - 6 5/8" INSIDEGG2' - 5 1/2"2' - 5 1/2"3' - 9 5/8"INSIDE1' - 1 3/4"12' - 5" INSIDE4' - 9 5/8"11' - 6"HSS2.375X0.218HSS2.375X0.218= SEE 4/S7.1BOT OF ALL W8'S AT OVERHANG TO BE 9'-1" AFF, TYP UON= (1) 2" DIA HOLE; PIPE PENETRATION THROUGH MIDDLE 1/3 OF BM= (1) 2 1/2" DIA HOLE; PIPE PENETRATIONS THROUGH MIDDLE 1/3 OF BMTIE ROD NOTEC = 1/2" AT CORNER OR PROVIDE SHORTER ROD TO ACCOMMODATE FOR NATURAL DEFLECTION AT CORNER PER MFR REC. THIS CONDITION OCCURS AT GRID LINES 7.8 & CMETAL DECK SPANDIRECTION= (1) 1" DIA AND (1) 1 1/4" DIA HOLE; PIPE PENETRATIONS TO BE SIDE BY SIDE THROUGH MIDDLE 1/3 OF HSS TUBE123GENERAL NOTES:1. ALL LOADS GIVEN ARE ASD.2. SEE SECTIONS / DETAILS AS REQD FOR ADDED JOIST BRACING & ASSOCIATED LOADING.3. POSITION ALL RTU'S ON SPECIAL JOISTS AS SHOWN, BTWN BRIDGING & BRACING FOR REQD CLEARANCES.4. A MIN OF A SINGLE LINE OF BOT CHORD BRIDGING MUST BE PROVIDED NEAR THE FIRST BOT CHORD PANEL POINTS AT EACH END OF THE JOIST, TYP UPLIFT BRIDGING.5. SEE 8/S6 FOR FURTHER INFORMATION ON TYPICAL JOIST X-BRACING REQUIREMENTS.6. JOIST SUPPLIER TO PROVIDE MIN STD BRIDGING & BRACING PER SJI.7. COLD-FORMED STEEL TRUSSES AND CONNECTIONS TO BE DESIGNED BY SPECIALTY ENGINEER. SPECIALTY ENGINEER TO PROVIDE SHOP DRAWINGS AND CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER LICENSED IN FLORIDA.8. SYMBOLS & ABBREVIATIONSBRACE MEMBER "UP" BRACE MEMBER "DOWN"MOMENT CONNECTION- DENOTES AREAS OF BRIDGING & BRACING WHERE DISCONTINUOUS; JOIST SUPPLIER TO PROVIDE X-BRACING AS REQD. C = CAMBER "KP" = KNIFE PLATE THROUGH COL. IN DIRECTION SHOWN, SLOTTED HOLES NOT PERMITTED AT SPECIFIED LOCATIONS. PROVIDE 1 1/2" MIN EDGE DIST FOR BOLT HOLES ALL SIDES OF PLATE."(X-X")" = TOP OF STEEL ELEVATION1A8F"A""A""B""C""D""D"10' - 0"10' - 0"10' - 0"A46CSLOPESLOPESLOPESLOPESEE SECTIONS & GENERAL NOTES (S1) FOR ADDITIONAL INFORMATION REGARDING COLD FORM STEEL TRUSS SYSTEMS@ 24" OC MAXCOLD FORM STEEL TRUSSESTOP OF TOWER BEAMS (W12'S) TO BE 26'-10" AFFW12X26W12X26W12X26W12X26AREA "A"AREA "B"AREA "C"AREA "D"PLAN AREAATTACHMENT PATTERN 36/7FASTENER TYPE5/8" PUDDLE WELDS5/8" PUDDLE WELDS5/8" PUDDLE WELDS5/8" PUDDLE WELDS36/536/736/7METAL DECK ATTACHMENT SCHEDULESUPPORT FASTENER (OPTION 1)ATTACHMENT PATTERN 36/7FASTENER TYPEHILTI X-HSN 24 POWDER DRIVEN FASTENER36/736/7SUPPORT FASTENER (OPTION 2)SIDELAP FASTENER SPACING (OPTION 1)HILTI X-HSN 24 POWDER DRIVEN FASTENERHILTI X-HSN 24 POWDER DRIVEN FASTENERHILTI X-HSN 24 POWDER DRIVEN FASTENER8" O.C.8" O.C.8" O.C.8" O.C.SIDELAP FASTENER SPACING (OPTION 2)8" O.C.8" O.C.8" O.C.8" O.C.SIDELAP FASTENER OPTIONS:OPTION 1: #10 DRILL SCREWOPTION 2: HILTI S-SLC 01 M HWH SIDELAP CONNECTOR36/5METAL DECK THICKNESS:ZONES A & B: 20 GAUGEZONES C & D: 22 GAUGEMETAL DECK NOTES:GALV FINISH: G60YIELD STRENGTH: 80 KSIMAXIMUM RTU LOAD TABLE (KIP) (160 MPH)1.62.00.9MARKUPLIFTDOWNWARD1.60.91.60.90.9RTU-1RTU-2RTU-3CU HOUSESHEET 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 5:36:14 PMS3218071904/17/2020RCWSMROOF FRAMING PLAN AND NOTESORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063WAWA F85FB 2020 STORE #5380-ORNALL DIMENSIONS MUST BE VERIFIED W/ EQUIPMENT SUPPLIER PRIOR TO FABRICATION OF STL.DIMENSIONS PROVIDED ARE BASED ON COOK GRAVITY VENTS & LENNOX RTU'S. 1/4" = 1'-0"S31ROOF FRAMING PLAN3/64" = 1'-0"S32DECK PATTERN PLAN1/8" = 1'-0"S33TOWER TRUSS FRAMING PLANRevision ScheduleNo.DescriptionDatePERMIT SET04/17/2020