5050 16th St - Laserfiche WebLink

Browse Search

DATE 3/12/14 SCALE: II P,4�GE 4 1/4 = 1-0 FRAMING NOTES: 1) ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, SOIL OR THE WEATHER SHALL BE NO LESS THAN #2 PT SOUTHERN YELLOW PINE. 2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE #2 SPRUCE OR SOUTHERN YELLOW PINE OR BETTER. THE MAX SPACING FOR ANY STUDS WILL BE lb" OC. THE EXTERIOR WALLS WILL BE COVERED WITH A VAPOR BARRIER OF TYVEK WHOLE HOUSE WRAP AND SIDING, 3) THE SIMPSON PRODUCTS IN THIS PLAN MAY BE SUBSTITUTED WITH THOSE OF GREATER OR EQUAL VALUES. ALWAYS VERIFY THIS WITH THE PLANS DESIGNER. 4) ALL OF THE EXTERIOR WALL DIMENSIONS ARE GIVEN TO THE OUTSIDE FACE OF THE FRAME OR MASONRY WALLS THAT ALIGN WITH THE OUTSIDE FACE OF THE FOUNDATION. FRAME WALLS ARE HELD IN 1/2" SO THE EXTERIOR SUB -LAYER OF THE WALL SHEATHING WILL ALIGN WITH THE FOUNDATION. 5) ALL FLOOR JOIST , RAFTERS AND STRUCTURAL BEAMS WILL BE NO LESS THAN #2 SOUTHERN YELLOW PINE LUMBER. 6) ALL TEMPORARY AND PERMANENT BRACING INFORMATION FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY THE TRUSS COMPANY THAT PRODUCES THE TRUSSES. VERT. WEBS ARE REQUIRED AT ALL GABLE BRACING LOCATIONS. 1) THE WOOD SIDING, SHEATHING AND FRAMING ON THE EXTERIOR OF ANY BUILDING SHALL HAVE A MIN. CLEARANCE OF roll ABOVE THE FINISHED GRADE. 8) ALL CONNECTIONS TO THE PRESSSURE TREATED WOOD WILL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL. I 32'-0'' ALL GABLE STUDS AT Iro" OC. - I -----------------------------------------------r-------------------------------------- SI-I 23 SH, 23 SH 23 I --, I I I I I I ui U m U m U 1 i I i I I un m m I ff1 1 Lu -1 m _fica Qtt z I I 1 I I I n I I 1 I I I I I 1'-O„ I I 1 1 I I PRE - ENGINEERED ROOF TRUSSES i 1 4&" OC MAXIMUM SPACING I I 1 , I 1 I I I N I I 1 I I I I I � 1 I I 1 I l� I 1 I I O I 1 I I I I I I t I I 1 I I I I I I I I 1 I I I I I 1 I I I I I I 1 I I I i I I I i I I i 1 I I i i i I I 1 I I I I I Z I 1 = I C I I I I I I i 1 I I I I 01 I 1 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I i 1 I I I I I I m I U I I I I I m I U I I I I I m I U I I I I I I I I 1 I I I , m , m I m I I i I I I 1 � I I I I I �� i 1 I I I •y��n� I I I I I 1 1 I I 1 i i I 1 I I ALL GABLE STUDS AT I ro" OC. 32'-0" ROOF FRAMING PLAN nm I I ROOF TRUSS NOTES: 1) ALL TEMPORARY AND PERMANENT BRACING INFORMATION FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY THE TRUSS COMPANY THAT PRODUCES THE TRUSSES. DESIGN SERVICES INC. MOBILE/ oFFIGE 352-206-5627 OFFICE FAX 352-585-2342 R. S. HANLEY F' O HOX 1325 SAN ANTONIO FLA, 33516 EMAIL: hanley06gembargmatl_com 2) VERT WEBS ARE REQUIRED AT THE GABLE BRACING LOCATIONS. 3) ALL TRUSS TO TRUSS CONNECTIONS WILL BE FURISHED BY THE TRUSS COMPANY. PRE - ENGINEERED ROOF TRUSSES 46 OC MAXIMUM SPACING TC LL 20.0 PSF TC DL 1.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOTAL LOAD. 31.0 PSF DUR.FAC. 1-25 DEFLECTION MEETS L / 360 LIVE AND L / 240 TOTAL LOAD a,-O" FROM GABLE 2X4 BLOCKING NAILED BETWEEN THE TRUSSES AT THE TOP �— WITH (2) 12d COMMONS EACH END FOR 8'-0" IN FROM THE GABLE TRUSS, DO NOT NAIL THRU THE TRUSS PLATES. ---------------- 2X4 5'-0" STRINGER--' DBL 2X HEADER OR FRAME WALL EXTERIOR WALL, COLUMN OR POST 1 2X4 DIAGONAL X-BRACE NAILED TO THE VERT WEBS OF THE FABLE TRUSS AND (2) COMMONS WITH (2) 12d GALV. COMMONS INTO EACH TRUSS, NAIL A HORIZONTAL STRINGER TO THE TRUSSES FROM THE GABLE TRUSS AND 0'-0" INTO THE COMMONS, 12" MAX OH WITHOUT OUTLOOKERS 24" MAX WITH OUTLOOKERS MAIL A 2x FLAT ON TOP OF THE FRAME WALL WITH 12d GALV COMMONS AT 12It OC, NAIL THE GABLE TRUSS BOTTOM CHORD '0 TH15 NAILER WITH 12d GALV COMMONS AT Ifo" OC, GABLE BRACING DETAIL. ROOF FRAMING FLAN UTILITY eUILDING 1250 SF JOB NAME and ADDRESS AARON ZOOK 5050 I&th STREET ZEP1- YRHILLS, FLA, 33542-2143 DAVID W. SMITH, MS. PE, FLORIDA LIG,0 53608 352-521-0565 OFFICE 352-521-08(21 FAX, S S9O9 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE-1-10 AND THE FLORIDA BUILDING CODE 2010 EDITION. DAVID W. SMITH, MS. PE. LIG.* 53608