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HEADERS SIZE SPAN NUMBER OF <br /> FASTEN COMP. PANELS TO TOP PLATE ROOF 3P�N9!or BNClAS&D g00HS m BEAFtING WALL 'yy' ACK STUDS <br /> WI�I��`�� W�HER/SEAL HD SCREWS ALUM RIDGE CAP W COMP. PANEL ROOF 19onit= lloaed H%P -g �p� �q <br /> � ]t,�[OH gpdN SUPpORT1NG m7! 3'-6" � <br /> 12 O.C. � ENDS & 8' O.C. � RqKES �10x 5/8' SMS 2X6 LEDGER A77, TO WALL W/�'x3' 3'x72'z.o24'FLLUM P/W5 ROOF dc CEILING ONLY <br /> LAG SCREWS, 2 PER STUD ���-6� 6� MAX OF HOST � 5'-5' 7 <br /> (4) �" BOLTS, NUTS & WASHERS (2) 2�X9' ALUM SMB 3'x12'x.o32'/LLUM PANS 7�•_g- dc g • � � e._p. � <br /> RIDGE BEAM SIMPSON LU26, PER <br /> 3k12'z26 C�G,4LK STEEL pM13 OF qpDf110N <br /> , MFGR'S. SPECS, O EACH 73'-to' � g�_6- Z <br /> �� 3'x4'z024'COMPOSfiE pANELG 17'-B• �2•_0• Z <br /> SIMPSON SP2 OR EQUIV. 2X6 CLG. JOIST O 24' O.C. 3'x4'x.032'COMPOSRE pqNps GLUED AND NA�LEp 12" O.C. W/t6d (2) ROWS STAGGERED <br /> 'iYP. � EACH STUD 13-�� FASTENED TO DBL TOP PLA7E W/ SIMPSON CST STRApS <br /> (4) 2X4 SYP STUDS 4'x4'x.oz4'COMPasRE p�NEts �a'-to' OR EQUNALENT O 16' O.C. <br /> W�16d�5 � 12' O.C. �� ��ALL b 4'x4'x032'COMPOSfTE PANELS �.}�_��• - <br /> SIMPSON LSTA15 FA. SIDE STAGGERED <br /> OR EQUIV. TYP. � Ep„ STUp (4) SIMPSON LSTA75 �s � CLG. JOISfS p <br /> TO HEADER CONNECTION FASTENED PER MFGRS SPECS z4� o.c. �.v,x. sr,w ts'-5' IXfERIOR WALL I <br /> wmi uvE�onn to psF, 2"X4" WOOD STUDS � 16" O.C. <br /> DEAD LAAD 5 PSF <br /> HEADER <br /> PER TABLE DROPPED CEILING DETAIL <br /> OPTIONAL GABLE ROOF & <br /> RIDGE BEAM DETAII� <br /> FASTEN COMP. PANELS TO TOP PLATE MONO-SLOPE PANEL ROOF SHOWN, FOR OPTIONAL <br /> ALUM RIDGE CAP W/ F� COMP. PANELS TO 70P W/�12X4�" WASHER/SEAL HD SCREWS 12' ��� ROOF, SEE DEfAILS 7HIS PAGE <br /> �tOx 5/8'SMS P�� WI�12X4�' WASHER/SEAL HD O.C. � ENDS dc 8" O.C. � RAI(Eg� 7yp, sEE sPqN c <br /> SCREWS 12' O.C. Q ENDS & 8" 1z <br /> �2� Z�x9 RI GEMBSEAM o.C. � �� CLOSE INSUL PANEL W/ALUM. END CAP 1�2 r- <br /> I <br /> ATTACH VALENCE CAP W/#BX,�" <br /> WASHER HEADED SCREl�YS Z� �III <br /> DBL 2"X4" TOP PLA7E <br /> n�irP SP2.SR1D PLATE �i�i <br /> (4) 2"x4"SiUDS DBL 2X HEADER W/�" PLYWD. ���� <br /> BALL.00N FR1Mm Wq11 (y�q SPACER OVER WINDOWS/DOORS. // � �IIII I <br /> SNDS CONr. TO TOP PLATE SEE HEADER TABLE / <br /> O 16'O.C.) / III� / � <br /> III� R <br /> INSTALL WINDOWS PER MANI.•F. / !! <br /> INSTqLLq7�ON INSTRUCl10NS � � <br /> �a�'t�En�P�rt6MFcR�Q���cs �' OSB. OVERLAP I <br /> �'0 WEDGE ANCHORS W/5ilWDARD �" CDX OR <br /> WASHERS, 12' FROM CORNERs, 6' TOP/BOTTOM PLATES, SEE NAILING NOTE � <br /> FROM OPENINGS AND 24' O.C. ����:SIMPSON <br /> ABW46RZ OR EQUN. FASTEN <br /> W/4�" MIN. EMBEDMENT TYp. BASE TO ANCHOR BOLT IN O <br /> SLAB AND NAIL TO 2X4'S <br /> W/tod wu�s p� �uF. �INYL SIDING OR HARDI-BOARD SIDING Illu <br /> SPECS <br /> IIIII <br />' 2"X4" WOOD STUDS � 16" O.C. IIIII <br /> SIMPSON SP7, STUD PlA7E �"� WEDGE ANCHORS W/STANDARD WASHERS, 12" 38"x6'-8" PREHUNG <br /> ¶�,iyp FROM CORNERS, 6" FROM OPENINGS AND 24" O.C. IIIII <br /> I BALOON FRAMED GABLE END W/4�" MIN. EMBEDMENT 7YP. �IIII <br /> �POOD YPALL SECTION <br />' MAINTAIN 6" BEfWEEN SIDING & GRADE W/7�RMTE <br /> WALL PANELS (PLl'�fY00D) NAII,ING NOTE: sHi�n oF Mw. .oza a,�uM. coi� oR zs cn. c,a�v.�N �, s . :' - <br /> STEEL UNDER SOLE PLq'fE & UNDER SIDING OR__- ' a.' <br /> RAISE SLAB 6" ABOVE GRADE �`a•o• SIMPSON STUD PLATE TIES OR EQUN. ARE <br /> NAIL Bd NAILS 6" O.C. � EDGES & 12" O.C. ONLY REQUIRED ON EffHER SIDE OF <br /> IN FlELD. ROWS OF NAILS SHALL BE �" MIN. e"X72" CONC. FOOTER W/1 #5 CONT. OPENINGS WHEN SHEATHING PANELS ARE <br /> FROM PANEL EDGES. PLYWOOD SHEATHING ON 3" HIGH CHAIRS CONTINUOUS (8'-0" OR UNDER) AND <br /> SHALL OVERLAP BOTH TOP & BOTTOM PLATES. NAILED PER PANEL NAILING NOTE. <br /> ALL FASTENERS NAILED PER MFG.'S 4" 2500 PSI CONCREfE SLAB yy�7}� g"Xg" p <br /> SPECIFICATIONS. #10/10 WWM (OR FlBERMESH) OVER 6 MIL ADD SP2/SF1 PT ALL STUDS WHERE WALL FREESTANDING SHED <br /> POLY VAPOR BARRIER W/EDGES LqpPED R" & HEIGHT EXCEEDS 8'-0" OR WHERE <br /> , SEAMS TAPED, OVER CLEAN, COMPACTED, SHEATHING ANELS ARE JOINED. SECTION�ELEVATION <br /> TERMffE TREp7ED SOIL <br /> F'BC PLANS & ENGINEERS NOTES: <br /> =NGINEERING SERVICE, INC. 1.THE B451C DESIGN WMDSPEm== 130 uN/110 asd,3 SEC GUST,IXP.B � RISK CATEGORY I �ao �it " <br /> fi272 ABBOT7 SfA710N DRNE UNR 101 2�K����=u. <br /> ZEPHYRHILLS, FL. 33542 3.THE INTERNpL pR6SURE COEFFICIENf FOR QJCLOSm BUILDINGS IS+.18/-.18 t, I HEREBY CERTIFY 7HpT I HAVE REVIEIYED 7}��g 710 asd <br /> 1-866-824-7894 4.C&C DfSIGN WIND PRESSURE=ROOF. +124�-30.4 PSF; WN1S;+30.4/-33 PSF � a /,� Pu+N AND FOUND ff TO BE IN COMPLWN�E y�(T�{ DO NOT SCALE <br /> TOLL FREE & FAX 7}{�S SHEEZ' MUST BE ACCOMPANIED HY A SfTE SPECIFlC DRAWING ALL PAGES SIGNED & SEALED T��� L HANSON PE �38654 DAVID W. SMfTH PE �53608 �CE 7-10 AND THE FLORIDA BUILDING CODE 2010 �^ , �� . � <br />