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HEADERS <br /> O BEARING WALL SIZE S'yy' S�TUCDS <br /> EOOf SPANS tor BNCIDSBD ROOYS �pgp <br /> 190u1t= 110ud ffip - H y�yp�Y yp� SUPPOR'fINC 2 2'x4' 4'-4' 1 <br /> COMP. PANEL ROOF <br /> 3'x12'x.024'ALUM PANS 2 2'x6' fi'-4' 1 <br /> 10'-6� <br /> 3'x12'x.032'ALUM PANS 11•_6• �Z) 2k8' g'_p• � <br /> (2) 2'z10' g'_6' Z <br /> 3'x12'x.28 GA GALV. STEEL PANS t3'-t0' <br /> (2) 2'x12' 11'-6� 2 <br /> 3'x4'x.024'COMPOS(fE PANEL$ tt'-e' DBL. HEADERS W/' PLWD. SPACER, GLUED dc <br /> 3'zs'z.032'COMPOSrtE P�NE15 13•_�- NAILED W/16d NPJLS O 24" O.C. (2 ROWS <br /> STAGGERED) <br /> 4'z4'x.024'COMPOSfTE PANEIS �3•_�p- <br /> 4'x4'x.032'COMPOSfTE PANELS 14'-17' PRODUCT AppROVAL COpE CHART <br /> SINPSON Sp1 2 FL10458 VINYL SIqNG FL12271.7 COMPoSffE PANELS F12291 <br /> SIMPSON XiW R1147B RISER PANS R1779 <br /> ALL CONNECTORS AND FASTENERS IN CONTACT ���+osv �twse <br /> W/TREATED WOOD SHALL BE ZINC COATED Su��+s� �ious <br /> GALVANIZED STEEL OR SIMPSON 'ZMAX' S����'���9 <br /> SINPSON ISf A Fl.10B52 <br /> SWPSON C516 FL100.S2 <br /> FASTEN COMP. PANELS TO TOP PLATE <br /> W/�J12X4}" WASHER/SEAL HD SCREWS 12" <br /> O.C. O ENDS & 8" O.C. O RAKES, NP. MONO-SLOPE PANEL ROOF <br /> SEE SPAN C <br /> 12 <br /> �SE INSUL. PANEL W/ALUM. END CAP 1�2� <br /> ATTACH VALENCE CAP W/�/8X}" Z. I <br /> WASHER HEADED SCREWS SIMPSON LST illl <br /> DBL 2"X4" TOP PLATE � <br /> lui� <br /> DBL. 2X HEADER W/}" PLYWD. ���� <br /> SPACER OVER WINDOWS/DOORS. �/ � illll <br /> SEE HEADER TABLE � / <br /> / Iui� � <br /> INSTALL WINDOWS PER MANUF. ���I / <br /> INSTALLATION INSTRUCTIONS � <br /> i <br /> �" CDX OR �" OSB, OVERL4P � <br /> P/BOTTOM PLATES, SEE NAILING NOTE <br />'INYL SIDING OR HARDI—BOARD SIDING <br /> O <br /> IIIII <br /> 2"X4" WOOD STUDS � 16" O.C. i���� <br /> 4 PLATE ATTACHED TO SLAB W/�"0 (III <br />, STANDARD WASHERS, 12" FROM <br /> OM OPENINGS AND 24" O.C. W/4" MIN. �ii�i 36"x6'-8" PREHUNG <br />" MIN. EDGE DIST. ii�i� <br /> ... ,',�, <br /> BETWEEN SIDING & GRADE W/TERMITE , ; --Y=------' ----;---=--:---___�______,__�____�_.�_ "�' <br /> :.: <br /> � -=-------`-----e'------------'----------=�� � <br /> IN. .024 ALUM. COIL OR 26 GA. GALV. N y! . ;, <br /> DER SOLE PLATE & UNDER SIOING OR _-- a. ��.� <br /> a: . <br /> RAISE SLAB 6" ABOVE GRADE `B. ` SIMPSON STUD PLATE TIES OR EQUIV. ARE <br /> 8"X12" CONC. FOOTER W/t �/5 CONT. ONLY REQUIRED ON EITHER SIOE OF <br /> OPENINGS WHEN SHEATHING PANELS ARE <br /> CONTINUOUS (8'-0" OR UNDER) AND <br /> NAILED PER PANEL NAILING NOTE. <br />" 2500 PSI CONCRETE SLAB WITH 6"X6" <br />/10 WWM (OR FIBERMESH) OVER 6 MIL. ADD SP2/SP1 A7 L STUDS WHERE WALL FREESTANDING SHED <br /> VAPOR BARRIER W/EDGES LAPPED 6" & HEIGHT EX fEDS 8'-0" OR WHERE <br /> iEAMS TAPED, OVER CLEAN, COMPACTED, SHEA7HIN PA � a,RE �o�NEO. SECTION/ELEVATION <br /> TERMITE TREATED SOIL. <br /> % <br /> /� RISK CATEGORY I i3o �it <br /> �-.�--� � I HEREBY CERTiFY THAT I HAVE REVIEWED THIS >>0 asd <br /> ( 5'l <br /> �/ PLAN AND FOUND R TO BE IN COMPLIANCE WITH DO NOT SCA�E <br /> PAGES SIGNED & SFALED THOMAS L. HANSON PE �/38654 DAVID W.(SMITH PE (�53608 �CE 7-10 AND THE FLORIDA BUILDING CODE 2010 <br /> PG. 1 OF 1 <br />