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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @ MID <br />POINT w/ (3)12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP <br />EVENLY <br />PLATE <br />HEADER FLUSH TO OUTSIDE OPTION <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2)2x HEADER <br />PER PLAN <br />VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL 1 <br />SCALE: N.T.S. S4 <br />12 <br />SEE TYPICAL WALL SECTION <br />SEE ELEV. <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />SINGLE 2x CONT. TOP <br />PLATE W/ (2)12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />USP SPT24 @ EA. STUD <br />(3) 10d TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />+ STUD W/ (3)10d NAILS <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />USP SPT22 @ EA. STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />PROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />—� VENT OR 2ND FLOOR <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL <br />STANDARD 3" DIA. TEE <br />3/4" FURRING STRIPS <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />MIN. EXTENSION FROM <br />DRYWALL NAILS <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 21/4" <br />DRAIN <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. S4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER, <br />TYPICAL SECTION THRU WINDOW <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 <br />4 <br />a <br />g <br />4 <br />a a as o <br />8" STD. 90 HOOK 8" <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6-0" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />NOTES: <br />1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />SCALE: N.T.S. <br />WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />a <br />r W <br />T > <br />O <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />MOUNTING BASE SHOWN <br />IN POSITION GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />�8x8x16 C.M.U. GARAGE DOOR----_ <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />.. GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. 4 a e 4 <br />a a BOTTOM OF MOUNTING B <br />POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />❑ 1 <br />SOLID AREAS ARE ❑ <br />❑ <br />INTERIOR STEEL AND GROUT ❑ ❑ <br />WALL ❑ ❑ ❑ <br />(t- r —71 LF.-7 DOOR OPENING DOOR OPENING <br />EXTERIOR —/ ❑ ❑ <br />WALL ❑ ❑ ❑ <br />❑ ❑ ❑ <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT D <br />SCALE: N.T.S. S4 <br />VERTICAL JAM <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING —CL <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />SEE TYPICAL WALL SECTION <br />12 <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />NP) SEE ELEV. <br />z <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 <br />LAYERS 3/8" THICK EACH. 3RD LAYER <br />1/8" THICK. <br />i—CRICKET AS REQUIRED <br />USP SPT24 @ EA. STUD <br />/ I <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING ( ) <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />USP HTA20 @ EA. STUD <br />• <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90' HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY <br />WALL DETAIL <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />rBLOCKING <br />RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />W/ 2-16d TOE NAILS NOT TRANSFER LOAD. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />EACH END WALL THAN 5001 OF TOP PLATE WIDTH INSTALL SIMPSON <br />° a <br />° ° DOOR STOP PSPN516Z w/ (12)16d NAILS <br />w ° ° TOP SPLICE <br />z Q a d ° MOLDING 2 ROWS 10d @ 3" O.C. (14 <br />NAILS TOTAL) EA. SIDE OF <br />2x TOP PLATE � � GARAGE 48„SPLICE STAGGERED <br />V2-16d <br />NAILS @ 24" O.C. OR DOOR MAN <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING 2 x 6 P.T. ; �nA,. _ <br />2x STUD @ 24" `' <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE FEQUAL @ 12" O.C. <br />SEE A/S3 FOR STAGGERED FROM BOT. <br />PLATE TO CONCRETE vvvrl L nn%11% <br />REINF. INFO. W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK KK <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 <br />SFFA �O�v <br />�N <br />2x CRIPPLES @ <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />USP SPT4 w/ (6) <br />10dx1%"@24" <br />C.C. <br />10d NAILS @ 8"— <br />O/C TYP. <br />DOUBLE 2x� <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />V-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4'- 9' <br />1 (2) <br />1 (3) <br />1 (2) <br />(2) <br />(1) USP LSTA30 <br />9' -16' <br />1 (3) <br />1 (4) <br />1 (2) <br />(4) <br />(2) USP LSTA30 <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"xl0" OR <br />1� GREATER HEADER <br />1 (2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS. <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />'--2x STUDS TYP. <br />USP HTT16 TYP. U.N.O. SEE N/.' <br />** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIf <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. 14 <br />-10d @ 8" O/C <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TO TOP PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. �+4 <br />F= 2240 LBSUSP <br />J <br />USP SPT4 SPT24 USP SPT4 SPT24 YFFC USP SPT4 <br />ROOF TRUSS ABOVE <br />USP <br />IC 2X TOP PLATE <br />2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING <br />/8"x10" "J" BOLT NAILED <br />@ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS <br />MIN. (2) PER TRANSOM STAGGERED EA. BLOCKING <br />BOTTOM PLATE TRANSOM FRAMING FRAMING <br />2X8 WALL ABOVE <br />SECTION 2X P.T. SEE SECTION AA/S1 <br />PLATE AND BB/S1 FOR <br />ADDITIONAL DETAILS ENTRY <br />SP SPT22 • K.O. BLOCK W/(1) <br />USP SPT4 J-BOLTS @ 24" O.C. #5 CONT. & <br />RECESS -USP SPT4 CUSP SPT4 MAX <br />/ FILLED <br />LINTELt..,�--2X <br />5/8"X10" J-BOLTS <br />P.T. PLATE @ 24' O.C. <br />° a MASONRY WALL <br />° 4 2X8 P.T. BOTTOM P TE G' <br />A <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />USP C (MIN. (2) PER BOTTOM PLATE) C <br />USP SPT4 SPT24 USP SPT4 <br />41.10d NAILS @ 4" A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />0 o BEYOND. <br />NAILED INTO <br />TRANSOM <br />FRAMING PLYWOOD <br />E <br />TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES o SHEATHING <br />SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4" S4 <br />BB/S1 FOR ADDITIONAL O/C BOUNDARIES 6" O/C EDGES B <br />DETAILS & 8" O/C FIELD <br />RECESS <br />LINTEL <br />4 <br />USP— <br />SPT22 <br />USP <br />SPT4 <br />° <br />2X8 P.T. BOTTOM <br />(D) PLATE <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />USP <br />SPT4 <br />PLYWOOD <br />SHEATHING <br />MASONRY <br />WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />SCALE: N.T.S. <br />(D 12 <br />zM <br />0 <br />CD <br />zC, <br />z <br />d <br />M <br />U) z <br />Ln CD <br />4 w <br />DIM <br />/•� LIJ <br />0 <br />F_ <br />o <br />t /) <br />o 0 <br />Co ti <br />Ca <br />a) co <br />C <br />W <br />L- <br />N M <br />O O M <br />dj <br />N <br />U <br />L Ll 00 <br />00 <br />0Y� <br />- Qo <br />Y <br />¢m <br />Ln O 51r <br />So a <br />AlDC <br />BIDe <br />® <br />N C B <br />"� O <br />o a �• •�. ••� <br />U)-W 4, <br />d <br />•� II• / � L"L1 ,~� � <br />' LPL]• <br />�. <br />QY r rn ch - <br />i <br />w. <br />C <br />W °¢�L <br />To the best of the Engineer's knuwredgQ (inf6i naiion, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />1t <br />CD <br />ON <br />Z <br />O au r-, <br />►►>—+HMO <br />z <br />M <br />Q U-) 'gyp Lr) <br />d' <br />� cn •� <br />vi <br />a �' LL '� <br />f'- M <br />U a ''•+ <br />00 <br />Q <br />� <br />Z � <br />W <br />J <br />� <br />oz <br />�Q <br />610 <br />z d <br />f¢ <br />Watax <br />Uz080 <br />Z K <br />w W <br />o z <br />� <br />C, f J <br />aawa a <br />CD <br />o <br />oz <br />z Z <br />}o <br />�z <br />5 <br />Z <br />-0 <br />v <br />M <br />O <br />z <br />a <br />U <br />(n <br />fu <br />C/) <br />Lu <br />L <br />0 <br />a - 0 <br />I- <br />OF§ <br />.; <br />LJJ <br />UR�a <br />PO <br />N <br />C, <br />Lw O J <br />Z <br />N <br />o 2 <br />P09� <br />w <br />Ln <br />a <br /><0_ <br />ri <br />UJI <br />Q <br />Z <br />o z ° <br />SQa <br />QWZ <br />M <br />Ili <br />Z <br />a o <br />Ln <br />g <br />O <br />00 <br />= <br />r, <br />.-I <br />a <br />(n <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAN D <br />VERSION NO. 2.0 <br />SHEET NO. <br />S4 <br />