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HomeMy WebLinkAboutBIRCH Truss Layout *BUILDER"S WARNING* ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS WARNING* THIS IS A PLACEMENT PLAN FOR ENGINEERED BRACING: SEE FINAL ENGINEERING SHEETS FOR THE BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR r COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE ALL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG-TIE OR USP O INSTALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE UNLESS OTHERWISE NOTED. INSTALL HANGERS FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ACCORDING TO THE CURRENT SIMPSON STRONG-TIE Ir- NY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. OR USP CATALOG BEAST COAST TRUSS (3) IN DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. 5285 ST. 1LUCIE BLVD. FT PIERCE FL 34946 0) OFFICE: (772)466-2480 FAX: 1772)466-5336 (10 �• CUSTOMER:Southern City Development 531811 JOB NAME: 5109 Birch Dr ADDRESS:5109 Birch Dr 141011 131411 131411 131011 LL1 CITY/COUNTY:Fort Pierce/St Lucie co ti ti ti ti ti Lo co � � N -,)'t - A JOB # J42971 llzy N N N N N N N N N N N N N N a a Q Q N N N �,`�� JOB # ZCJ1111 11 ZCJ1 PAUL WELCH INC. MODEL:Single Family Res. MECH-ELECT-CIVIL ENG. ZCJ3 ZCJ3 1984 SW BILTMORE ST #114 SQ FT 2689 PORT ST LUCIE, FL 34984 DATE 10/25/2021 LATEST=11/01/2021 FLA REG NO 29945 ZCJ5 ZCJ5 IN ACCORDANCE W'1"1'H'THE FLORIDA:IUMINIS'1'RA"FIVE CODE 61G15S-31.003(3)(c),FAST COAST TRUSS is the "Truss Design Engineer" Q 'Trusses are designed in accordance with the B03G ZEJ7 Florida Building Code C) B02 8'-1" CL HT ZEJ7 REVIEWED BY- NOTE: By approving this placement plan(s), signatured i B01 ZEJ7 anywhere on this sheet, the customer or his representitive acknowledges that this placement plan i B04 complies with the structural intent of the project. i U U U N N N N _ o. o 0 0 © ZEJ7 Truss Connector Total List The customer also acknowledges that this approval i � `t co N 9 a . Q � a . a s , � a . a a N N N Q Q Q Q B05 authorizes EAST COAST TRUSS to manufacture these i ZCJ1 ZEJ7 Man of Product Qty trusses and deliver them to the project indicated on this drawing. HU S 2 6 9 The customer also acknowledges that he/she accepts ZCJ3 00 No M r- cfl :.� CO ZEJ7 financial responsibility for any repair, engineering, and J "' Q Q Q Q ff Q Q Q labor required due to errors other than those of EAST Q i i ZEJ7 COAST TRUSS. z ZCJ5T � i �'� i Signed: Date: LL ZEJ7T �. i / ZEJ7 A. ZEJ7T '� ZEJ7 CODE = FBC 2020/TP12014 ASCE 7-10 LLI i Ca' � : _ a_ o DESIGN CRITERIA =MWFRS ZEJ7T / / JQi �� / ZEJ7 8'-l " PLATE HEIGHT OCCUPANCY CATEGORY= II EXPOSURE = B _ MWF SPEED =160 ZEJ7T �I ZEJ7 BUILDING TYPE =E5 CLOSED 9 5 CL HT Cf) ZEJ7 T ZEJ7 �� 2' 811 8' 8' 7' 8" 121411 9 -5 PLATE HEIGHT GRAVITY LOADS (� ZEJ7 _ = ZEJ7 w N C7 _ FLOOR: DUR FACTOR= 1 .0 J ZEJ7 U ZEJ7 c PSF=TCLL-TCDL-BCLL-BCDL z r � 40.0, 10.0,0.0,5.0 ZEJ7 8'-1 ' CLG T 00 M ZEJ7 N . ZEJ7 C° 1 0 -9 PLATE HEIGHT ROOF:PSF=TCLL- DUR FACTOR= 1 .25 Cn 1 6 5 0 0 2 0 0 2 0 0 0 2 0 2 0 0 01! 0 0 0. 0 0 , z 0", �' 0" ' 0" ' 0" 5' 0" 1' 6" ZEJ7 20.0-7.0-0.0-10.0 ZEJ7 LOADS PER FBC & FRC o *NON-CONCURRENT BC LL 10psf ZEJ7 N ZEJ7 CONCURRENT BC STORAGE LL 20 psf 8'-1" LG H EJ7 9�-�I �� C ZEJ7LO Z COFFER HT. V4. ZEJ7 V4 _ ZEJ7 (f� DEFINITIONS C04G _ _ _ _ _ _ ZEJ7 MWF = MAIN WIND FORCE Q 9'-5" CEILING HT. TOB - OP OF BEARING D CLADDING o > C - - _ ZCJ5 u, TC = TOP CHORD LJ CO3 LUco LU 1' 81/ _ - - - -- - - -- - - -- - - - - BC = BOTTOM CHORD C) o o D02G ZCJ3 LL = LIVE LOAD CO3 LO> _ DL = DEAD LOAD J o psf = POUNDS PER SQUARE FOOT o A TTIC ACCESS i J p ZCJ 1 A M ZCJ 1 1' 4" w CO277 m N = LO M UPLIFT MUST BY-PASS FLOOR TRUSSES O ATTIC TRUSSES o z co U U U yV UNLESS SHOWN ON ENGINEERED TRUSS z w C01 , Q c� c� c� Q N N N DRAWING. L/0 )z o FORAHU o o �' U N N N U ALL GIRDER/COLUMN LOADS MUST n C01 N N BY-PASS FLOOR TRUSS UNLESS SHOWN I kl � w - ON ENGINEERED TRUSS DRAWING. N 1' 6" 81 01 1' 6" TRUSSES @ 10'-9' HEIGHT ARE C7 C05 DESIGNED OVERHANG w/ LEVEL 2X6 STRONG BACK BRACING, 10'-0" O.C., IS O oZ RETURN c Indicates Lef t End Of Truss RECOMMENDED ON FLOOR TRUSSES ^ Co6 On Layout & Engineering Sheets SPANNING 20-0 OR MORE O U — 8 1 CLG � Z '- AUTION: SPANS GREATER THAN 30'-0" ♦ 1 C07G UST BE SET WITH A SPREADER BAR. THE v TREADER BAR SHOULD BE AT LEAST 1/2 ZCJ5 ZCJ5 O J o /3 IN LENGTH AS THE SPAN OF THE TRUSS Q ZCJ3 "' ZCJ3 BEING SET. REFER TO BCI-B1 FOR COMPLETE V V 111, ///1/// 14111zl //X T T O ZCJ1 ZCJ1 12 RECTION AND SAFETY PROCEDURES. co W ti ti ti I- r1_ ti ti LO co y )KIN ALL BEAMS BY BUILDER 'L U U U w w w w w w w U U U N N N N N N N N N N N N N NOTE: TRUSSES DO NOT 211411 121011 81811 111811 SUPPORT ANY PLANT SHELVES REVISIONS 531811 4 3/16" 1-_ 2 � 3- Q 1'6" 8" 4- ECT 5- 6- TRUSS PLACEMENT PLAN (1/4" if plotted 24x36) . Designed By: RB