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HomeMy WebLinkAboutTruss RevisionsOFFICE USE ONLY: DATE FI ED: { �' 9-6-770 REVISI FEE: ( --7'J PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODEREGULATION DIVISION 2300 VIRGINIA AVENUE RECEIVED FORT PIERCE, FL 34982-5652 NOV 2 5 2020 (772)462-1553 pornalttln9 Department APPLICATION FOR BUILDING PERMIT REVISIONS St. Lucie County PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS:_, CONTRACTOR INFORMATION: of FL REG./CERT. #: CBC051145 ;SS NAME: GRBK GHO Homes LLC -IF-RC NAMP.- William Handler ESS: 590 NW Mercantile Place Pt St Lucie STATE: FL (DAYTIME): 772-773-0075 OWNER/BUILDER INFORMATION: P CITY: Port St Lucie STATE: FL ZIP: 34986 PHONE (DAYTIME: 772-773-0075 FAX: 561-688-0909 ARCHITECT/ENGIN NAME: Donald J Nuelle ADDRESS: 11634 SW Ri CITY: Port St Lucie PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 ST. LUCIE CO CERT. #: _ ZIP: 34986 FAX: 561-688-0909 LLC INFORMATION: FL DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.31) j DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING BOUNDARIES REMARKS ROOF APA RATED SHEATHING 8d RING- Bd RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RWG- EXPOSURE 1, OR EQUAL SPAN RATING 40120 19 32' 24' O/C MAX. SHANK 6' 0 C SHANK 6" 0 C SHANK 6' 0 C SHANK 6' O/C SHAW 6' 0 C SNK HA 4' 0 C SHAW 4' 0 C BLOCKED AS SHOWN ON PLAN EXT: WALL APA RATED SHEATHING EXPOSURE I, Of? EQUAL SPAN RATING 40120 19 32 16' O/C MAX 8d Rmr, SNK HA 4' OIC Bd RING- SHANK 4' O C 8d RING- SHANK 6' 0 C NAIL CORNER STUDS AT 4' O/C MAX. TYPICAL BLOCK FREE EDGES INT. WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RAIINC 32116 15/32 16" 0/C MAX. Bd RM1G- SHANK 6' 0 C Bd RING- SHANK 6' 0 C 8d RING- SHANK 12' 0 C BLOCK FREE EDGES ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 RING -SHANK NAILS TO HAVE THE FOLLOWNG DIMENSIONS. 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH TRUSS CONNECTOR SCHEDULE FASTENERS SWAP PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPENO. LOAD (F1) MARK USP COWC70R TRUSS TIE -BEM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 5 10d'x 1-1 - 9901 1980 3351 670 1 2451 490 TC-2 TA14 10d x 1-12' 12051 24101 335 1 670 j 2451 490 TC-3 H7YIAf16 8) 10d x 1-1 4 f 4' x 1-34' WAR 1225 - 1225 - 1225 - TC-4 HTA18 9 ted x 1-1 ' - 1870 2430 1 7101 13101 270 1215 TC-5 HTM20 20 fed x 1-1 (24) 10d x 1-1/2' 1530 I - - - - - I 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECBIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER 4) TAPWNS SHOULD BE LOCATED AT THE FARTHEST PONT FROM THE TOP OF THE BEAM. I a: ppE�FDGE STRIP DEFINED AS THE LESSER OF 10X 2 OR 4 HORIZONTAL I GHTT H BUT NOT LESSSON OF BTTHI THAN OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT. I I I I I I ------ ---------- i O � it I 1 I Al a I i^� NOTE: SEE DIAPHRAGM 2 2 I i 2 SCHEDULE FOR ROOF ZONE f NAILING REQUIREMENTS. -'� -- --- \ ROOF ZONE DIAGRAM NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD COND11IONS J 11 rm. Irr.I I I TY RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H10 CUPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS • 24" 0/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9'-4n 10J-8n 00�0� 11)-411 14'-8" TRUSS BEARING HEIGHT SCHEDULE USE USP HTW20 FOR ALL WOOD TO WOOD CONNECTIONS, U.N.O. #5 rebar min. TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 HUS26 UC HGUS26-2 © THDH26-2 d HGUS28-2 THDH28-2 Q HHUS46 THD46 © LUS24 (DJUS24 J INDICATES LEFT END OF TRUSS i rC`1 7! ,Ilk I::K a J' � J5l 3 5901 MAX C, TC-1 C' TC-1 C' 4 ti Cz C` 1 MAX. 2 TC-1 CE 3 J; J; J; Ji J, J7 J1 X 6 J; ico J7 J7 J7 Ji 164# MAX. 0 �I�!�11♦It♦I�I�I� r1,i%///MV104.iV00097 141;Ai%///.!'////.i% ioo ME E lw� a Nim I �� Ii p i► I® / Elm ElBRG -'ST •_I� 1I I� I i I E I� El El El E! ®II E1 El El El � �' , Il�a•I r J � II m �Il�lt �s%i���/I��� nip �i�i�i�i�i�il�il�������l�l�l — I�I�I�I�II��u .`iirir.�i�iiii��i�i.� II��11!rr�i�r1�11�IJ I �P 164#—MAX. Tr1 11 11 II II II Il W W W W W 617# MAX. TC-1 Ai 164# MAX. I RECEIVEb NOV 2 5 2020 POrmltting Department St.. Lucle County PROJECT LOG ISSUED FOR START 10-"-" ISSUED FOR PERMIT I1-07-1. 1 BLDG COMMENTS 03-11-20 2 BUYER LATE CHANGES 11-05-20 3 TRUSS REVISIONS 11-12-20 a o w a ui y LU j u' Lu Z 9y_ Z ffi N '0 S Q a m 0 Q `o a Ln C o, 2 C O c Cn -9 T °O G O2 CO o cn a s m = p 0 `O +N�cu he 4 6 En �i zU � N. o wO 8 E _ �w .2N `3 p p C ♦ i E o =T x Q (9 _ o c I— N N w N CO p Y LU -0 c� oo Z Gi '0 L� LU LO CD C) CO O 0 R. M 0 : ion C�4 1 ,' EWED FO 114 BOCC• 7wow J1 U�C) --.. z 0 ® � W CD U ZD ® J W 12: t� 1/4" = 1'-0" U.N.O. TRUSS PLAN .: A-6 F , ? € s 1 ��. Y