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HomeMy WebLinkAboutEngineering .OP LINE ENGINEERING, LLC C STRUCTURAL ENGINEERS August 19, 2019 Mr. Thomas Campbell RECEIVED Florida Department of Business and Professional Regulation OCT 0 7 2020 2601 Blair Stone Road Building C Permitting Department Tallahassee, Florida 32399-6563 St. Lucie County FILE RE: Plan Approval ®� ., Smithbilt Industries, Inc. Plan # SBS-M-1 BOD Dear Mr. Campbell, Per the requirements of the Florida Department of Business and Professional Regulations, the above referenced plans have been reviewed for compliance with: 2017 Florida Building Code, 6th Edition 2014 National Electrical Code (NFPA-70) These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC) A signed and sealed set of plans are maintained on file with Topline Engineering, LLC. All mandatory comments have been satisfied and plans are approved for construction by a currently approved modular building manufacturer. If you have any questions or require my assistance in any way, please do not hesitate to contact me. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC Thank you. COPIES ,.��.���• CENSF• - ` k. Digitally signed b) 3R /secitfu?ll J. N0.64608 2_ _o.�t, M atthew Baldwin William E. Neary, III STATE OF D_ate.--2020.04.1 S Business Partner �''• . '• �'� �� � <v Topline Engineering, LLC -'�i;s'9/ ••'E��'� ' 1 1 .52:43 -04 00� BILL.TLE@yahoo.com �///jjjtNA�` �� ..>: 10649 Oakview Pointe Terrace • Gotha • FL 34734• Phone (407)421-4037• Projects.TLE@yahoo.com FL Certificate of Authorization 31785 RIDGE y , SLOPE TRUSS 24" O.C. MAX. END W LL TRUSS WALL TOP PLATE 2"x4" SYP FASCIA 0"-12" OVERHANG—I (— ROOF FRAMING PLAN *ROOF SLOPE VARIES FROM :53:12 TO 8:12 MAXIMUM. MAX. DESIGN PRESSURES RING,LLC ROOF+41.7/-141. HNEERS WALLS/DOORS/WINDOWS+48.8/-43.9 11 85040 SINGLE ROOF SLOPE SCHEDULE 1 SOC Ua� Trace BUILDING WIDTH SEE MONOSLOPE ROOF UP To 8-0' 8'-1" To 1z'-o 1z'-1" TO 14'-0" SCHEDULE FOR STUD SIZE z"x4"-z4"o.c z"xs"-z4"o.c 2"x8"-z4"o.c (THIS PAGE) a. DESIGN BASED ON STUDS WITH 7 16" OSB OR EQUAL g 12 MAX �„-12" MITEK MT20 PRESS PLATES MITEK MT20 PRESS PLATES (FL2197.4) OR SIMPSON TP15 (FL2197.4) OR SIMPSON TP15 1}jx5 20GA TIE PLATE 1Hx5 20GA TIE PLATE W/x4 1ODx1.5" NAILS W/x4 1ODx1.5" NAILS EACH SIDE OR EQUAL TYP. EACH SIDE OR EQUAL TYP. 12 AX I-0"-12„ 6 1 A � X TRUSS © 24" O.C. 0"-12" SEE HEADER DETAIL 2"x6" P.T. HEADER NOTE: '-0" SEE HEADER DETAILS m m FOR OPTIONAL WINDOWS a Q AND DOORS 7) r 1"x4" BRIDGING & a a NOTCHED - FASTENED OPTIONAL GARAGE WITH 16GA 1Yz"x1/2 x o DOOR OPENING `Dx CROWN STAPLES N N I 2x4 STUDS @ 2x4 STUDS 24" O.C. MAX 24" O.C. MAX. GALV. THRESHOLD FLASHING 11.25" FFE 11.25" FIFE 6-0" MIN. TO 14'-0" MAX. t'_J VARIES 6'-0" TO 14'-0" k_J SIMPSON TP15 1}jx5 SIMPSON TP15 1jjx5 20CA TIE PLATE 20GA TIE PLATE W/x4 1ODx1.5" NAILS W/x4 1ODx1.5" NAILS EACH SIDE OR EQUAL TYP. EACH SIDE OR EQUAL TYP. END ELEVATION WITHOUT DOOR END ELEVATION W/GARAGE DOOR �Z TOP LINE ENGINEERING,LLC STRUCTURAL ENGINEERS YYY William E. Neary, III SMP-51, SMI-79, ICC 5185040 i wrvnrvuvua LVHU rh%IM- yyrlr Mr WALL MLMDGRJ HRG DIES // NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS / / SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS EE HEADER VARIES // //// / / THAN 0.040" NOMINAL THICKNESS. iETAIL w 1/2" CDX PLYWOOD WITH 0.019" MINIMUM THICKNESS FOR ; ALUMINUM WEATHER COVERING AS PER TABLE 14.05.2 1"x4" BRIDGING & NOTCHED — FASTENED WITH 16GA 1kz"xt/2 CROWN STAPLES "x4" BRIDGING END WALL 2x4 SOLE PLATE FLOOR FRAMING �11.25 FFE =I`��E TO ST UCTURAL ENGINE NE ERS ING LLC STANDARD WALL DETAIL William E. Neary, III WITH DOOR & WINDOW OPTIONS SMP-51, SIVII-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 VARIES 8'-0" TO 50'-0" MAX. =' O.C. MAX FOR 125PSF 2'-0" O.C. MAX FOR 75PSF 3/4" T&G PLYBOARD INTERIOR 2"x6" FLOOR JOIST NOTCHED 14" FOR P.T. SKIDS 2x6 P.T. 24" O.C. TYP. OPTIONAL 125PSF ® 16" O.C. TYP. (2)2"x6" P.T. SKIDS ADDITIONAL (2)2"x6" P.T. SKIDS FOR 14'-0" WIDE BUILDINGS