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f <br /> INSTALL STANDARD UPLIFT WIND TYPICAL TRUSS 24" O.C. "'OPTION; MAY INSTALL GLUE/NAILED TO SID TO SID 2" SPF SCAB <br /> E OF STUD <br /> TRUSS ANCHORS PER OTHER EXCEPT DBL TRUSS 24" O.C. WITH PVA GLUE AND 5-.131"X3" <br /> APPROVED DRAWINGS (NOT IN END. ZONE (TRUSSES MUST NAILS WITH THE BEAM BUTT JOINT <br /> SHOWN) FALL OVER STUDS; FASTEN BET- <br /> TRUSSES TO TOP PLATE PER W ENTTHEOSTUD AND JOINT <br /> TIHE SCAB <br /> I STD SPECS ON OTHER DWGS) <br /> ENCLOSED ROOM BEAM CONT. 2X6 SPF #2 <br /> SEE BUTT JOINT DETAIL BELOW i <br /> SIDEWALL TOP PLATE <br /> FASTEN 2X6 BEAM TO EACH STUD WITH <br /> 5—#BX4" SCREWS — TYP IN EACH STUD SIDEWALL CONSTRUCTION WITH STUD SPACING NOT TO EXCEED <br /> (FASTENERS ARE NOT PERMITTED INTO 16" O.C. WITH DOUBLE STUDS 16" O.C. IN.END.ZONE ��`��rµ J. K.4441 � <br /> OR WITHIN 1" OF TOP PLATE) ��tlFIcAT ? <br /> - — - -_-- SIDEWALL HEADER CONSTRUCTION, SIDEWALL STUD =a GNo 0033841- m^ ----- -- - <br /> OSB WALL SHTG INSTALLED PER SPECIFICATIONS AND THE SIDEWALL TO FLOOR <br /> OTHER DRAWINGS (STD SPECS) UPLIFT STRAPS MUST BE PER THE DRAWINGS/SPECS <br /> APPROVED FOR THE CARPORT;INSTALLATION; THE -4 STATE OF <br /> (WALL SHTG THICKNESS NOT TO SIDEWALL VERTICAL TIEDOWNS ON EACH SIDEWALL IN �°A `coa ��c�`vIlY111//�jJ� <br /> EXCEED 7/16") THE-AREAS THE-2X6 BEAM IS INSTALLED (I.E., AREAS <br /> THE CARPORT MAY BE INSTALLED) MUST NOT <br /> SIDEWALL CONSTRUCTION EXCEED THE SPACINGS SPECIFIED BELOW WITH A 5/8/18 <br /> ALL CONSTRUCTION TO BE IN ACCORDANCE VERTICAL TIEDOWN LOCATED WITHIN 1' OF EACH <br /> W/THE APPROVED SPECS UNLESS•OTHERWISE END OF THE 2X6. CARPORT BEAM <br /> NOTED <br /> LOCATE BUTT JOINT ON CENTERLINE <br /> OF WALL FRAMING/STUD(S)•• <br /> I I <br /> CARPORT BEAM IS DESIGNED TO SUPPOR A MAXIMUM IN WIDE I •I <br /> CARPORT LOCATED IN THE STATE OF FLORIDA IN'150 MPH, EXPC OFFSET.SCREWS�`�•I � BEAM <br /> LOCATIONS AS DESCRIBED IN THE 2017 FLORIDA BUILDING CODE AND AS'SHOWN TO <br /> __---2X6 THE MEMOS ISSUED BY W.J. KALKER, JR.� DATED •5/8/18. PREVENT WOOD W/BUTT JOINT�I•�I Z <br /> SPLITTING•• I• <br /> CARPORT CANNOT BE INSTALLED ON THE SEAWARD SIDE OF THE I I <br /> COASTAL CONSTRUCTION CONTROL LINE <br /> CARPORT BEAM MAY BE LOCATED ANYWHERE ALONG SIDEWALL <br /> FASTEN BEAM ON EACH SIDE OF BUTT JOINT <br /> IN ACCORDANCE WITH THE MEMO ISSUED BY W.J. KALKER, .JR., DATED TO WALL FRAMING/STUD(S) WITH 4—#8X4" <br /> 5/8/18 THE AVERAGE FRAME TIEDOWN qND VERTICAL TIEDOWN SPACING SCREWS <br /> BELOW EACH SIDEWALL IN THE AREA THE CARPORT IS INSTALLED <br /> CANNOT EXCEED 5-0" O.C. <br /> CARPORT � EAM TOWN HOMES <br /> DATE: 5/8/18 <br /> DRAWING VALID FOR 140" WIDE FLOOR DOUBLE 4 IDE HOMES W/MAX. 6" EAVE CODES: MHcss <br /> OVERHANG, 160" WIDE FLOOR DOUBLE WIDE HOMES W/MAX. 6 EAVE OVERHANG LABELS: HUD REVISIONS: DRAWN BY: <br /> AND 182" WIDE FLOOR DOUBLE WIDE HOMES W/MAX. 6" EAVE OVERHANG SCALE: NTS WK <br /> INSTALLED IN WIND ZONE 2 WITH 9'-0" MAX. SIDE ALL & 20 PSF ROOF LIVE LOAD MAX. CARPORT BEAM INSTALLATION SHEET <br /> (ALL LUMBER TO BE SPF MIN; 95-1/2" STEEL BEAM SPACING; ROOF PITCH < 4/12) <br /> i <br /> I <br />