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I (2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @MID <br />POINT w/ (3)12d <br />DOUBLE 2x TOP TONEAILS SPACED <br />PLATE EVENLY <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. 54 <br />12 SEE TYPICAL WALL SECTION <br />(TYp) SEE ELEV. PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) KNo <br />BL01 <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 />SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B <br />NAILS AT EACH STUD 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 i <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 />SIMPSON SP1 w/ (10)10d <br />00 NAILS AT EACH STUD / <br />N 2x P.T. PLATE <br />5/8" x 10" "J" BOLT 0 24" O/C MAX <br />no I W/ 8" EMBEDMENT <br />N 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />iE 1 #5 VERT. IN CONC. FILLED CELL W/ <br />a STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <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 />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />(NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />( ) _ W/ DRYWALL SCREWS 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 <br />FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS <br />DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 <br />MIN. EXTENSION FROM LAYERS 3/8" THICK EACH. 3RD LAYER <br />EXTERIOR FACE OF BLOCK SOLID AREAS ARE ❑ SOLID AREAS ARE 1/8" THICK. <br />WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ STEEL AND GROUT CRICKET AS REQUIRED <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d <br />WALLTO DRAIN NAILS AT EACH STUD <br />)-_� <br />Ct -_-DOOR OPENING DOOR OPENING ---- DOOR OPENING -Ct 1l2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) <br />WALL CLEAN -OUT A WALL ❑ ❑ ❑ O/C FIELD <br />SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" <br />REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 1 V DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN <br />ROOF TRUSS <br />TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR <br />S'4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (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 />VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />NOTCH LINTEL WHERE REQUIRED % FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. b FOR CONCRETE PLACEMENT / CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 <br />8" ..OK <br />PLAN)iIiCIil■ <br />OPENINGS GREATER .. .• <br />• ' • •'LOCATION±11lL <br />�■!■'I�fIlIilI <br />,■■ <br />III: <br />■�III <br />lil■■_ <br />�'IIlIOPENING <br />■■III <br />III■■ <br />�IIII <br />�IIII <br />1111� <br />RUSS BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />FBLOCKINGW/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />EACH END <br />° <br />WALL <br />PIPE OR DUCT wl PENETRATION THRU TOP PLATE w/ MORE <br />2"x BUILT-UP COLUMN SOLID MEMBER OR <br />° <br />a <br />° <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />°° <br />DOOR STOP <br />PSPN516Z w/ (12)16d NAILS <br />a ° 4 <br />MOLDING <br />TOP 2 ROWS 10d 3" O.C. (14 <br />° <br />°, <br />• <br />HTT4 w/ (18)10d NAILS (3610# SPF) <br />2x TOP PLATE <br />g <br />GARAGE <br />SPLICE NAILS TOTAL) A. SIDE OF <br />, <br />• <br />DTT2Z w/ (8)1/04" xA1112LS (SDS (835# SPF) <br />2-16d NAILS @ 24" O.C. OR <br />DOOR <br />�8• SPLICE STAGGERED <br />4 <br />° o ° <br />° ° <br />• <br />HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) <br />EQUAL TO TRUSS BOTTOM <br />• <br />HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) <br />CHORD OR BLOCKING <br />2 x 6 P.T. <br />7, <br />�44 <br />• <br />HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) <br />_ <br />• <br />HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) <br />_01N.J <br />2x STUD @ 24" <br />G <br />40, 10d @ 8�� O/C <br />• <br />HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) <br />T,gticcc <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />FSTAGGERED <br />p <br />EMBEDMENT wl WASHER & NUT <br />FROM BOT. <br />ATTACH ALL <br />0 <br />• FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />DOOR TRACK <br />EXTERIOR STUDS <br />W/ (4 16d TOENAILS <br />A.T.R. MIN. 8" EMBEDMENT wI WASHER & <br />REINF. INFO. <br />W/MOUNTING ANGLE <br />T04bP PLATE <br />NUT <br />° <br />• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A T R <br />NOTES: ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: . ' <br />10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8"EMBEDMENT w/ WASHER &NUT <br />OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NON - <br />AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT wl WASHER &NUT <br />_ - - PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE rN <br />BLOCKING (TYP.) 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 <br />OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS •7 .7 <br />UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON nc <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />MOISTURE BARRIER <br />TYPICAL FILLED LINTEL ASSEMBLY rG <br />SCALE: N.T.S. S A <br />�1 T"F <br />9 SCALE: N.T.S <br />OD <br />0 <br />c^ <br />Q <br />a2 <br />N <br />E <br />MOUNTING BASE NOT SHOWN <br />is <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />c <br />= <br />SEAT FOR BLOCK IS POURED • <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE \ <br />I GENERAL NOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />c SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'-4' <br />(1) <br />(2) <br />(1) <br />2 <br />(1)LSTA30 <br />4' - 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' -16' <br />(3) <br />4) <br />(2) <br />(4) <br />(2) LSTA30 <br />SP4 SP2 <br />SIMPSON SP4 <br />gP2 <br />FF SIMPSON SP4 <br />ROOF TRUSS ABOVE <br />:j:,:i��-2XTOP <br />PLATE <br />OVERLAPPING <br />2X BLOCKING <br />2X STUDS @ 24" O.C. <br />NAILED <br />/8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />INTO <br />10d NAILS @ 6" <br />(2) 16d TOE NAILS <br />MIN. (2) PER <br />BOTTOM PLATE <br />2XPT <br />TRANSOM FRAMING <br />TRANSOM <br />FRAMING <br />STAGGERED <br />EA. BLOCKING <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />SECTION <br />PLATE <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />is <br />2X8 WALL ABOVE <br />CREATE A SOLID BASE FOR <br />OVER TOP PLATE'* HOLD DOWN CONNECTIONS <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. <br />NOT REQUIRED @ BEARING WALLS NOTED <br />SCRAP MATERIAL <br />WITHOUT UPLIFT <br />SP1 <br />K.O. BLOCK W/(1) <br />—+ <br />SEE FLOOR PLAN NOTES FOR <br />SIMPSON SP4 <br />SIMPSON SIMPSON <br />J-B LT .C. <br />@ <br />#5 CONT. & <br />,MEN,w <br />�L�ND <br />REQUIRED CONNECTION <br />RECESS <br />SP4 SP4 <br />MAX <br />FILLED <br />o <br />S <br />FFp�Nh' <br />LINTEL <br />5/8"X10" J-BOLTS <br />2-ROWS 12d NAILS STAGGERED <br />2X P.T. PLATE <br />@ 2'-0" O.C. <br />FORM CREATES CONCRETE RECESS TO <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />° <br />° <br />MASONRY WALL <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />2x CRIPPLES @ <br />@ 12 O/C FOR 2 x10 OR <br />GREATER HEADER <br />p <br />„ <br />2X8 P.T. BOTTOM P TE <br />C <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />16" O.C. W/ (2) 12d <br />B <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />TOENAILS T/B <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />SIMPSON SP4 w/ (6) <br />(2) 2x HEADER SEE PLAN <br />SIMPSON <br />SIMPSON C <br />(MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />C <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />10d x 1 1/2" AT EA <br />1 <br />SP4 <br />SP2 <br />SP4 <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />MOUNTING BASE SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />2x6 WALL, USE SP8 <br />�+ <br />S4 (1) 2x SILL PLATE W/ (2) <br />10d NAILS @ 4" <br />10d NAILS @ 6" O.C. <br />IN POSITION <br />FOR 2x8 WALL) <br />12d TOENAILS <br />STAGGERED <br />A <br />STAGGERED <br />GARAGE ENTRY FORM DETAIL <br />BOX HEADER • EXTERIOR HEADERS: <br />10d NAILS @ 8" <br />ONLY <br />(1) 2x SILL PLATE W/ (2)o <br />RANSOM FRAMING <br />][BEYOND. <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />0/C np. <br />12d TOENAILS <br />8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />DOUBLE 2x <br />• OPENING LARGER THAN 4 FT: <br />NAILED INTO <br />TRANSOM <br />PLYWOOD FASTENED TO TRUSSES <br />CRIPPLE STUD <br />(2) 2x SILL PLATE w/ SIMPSON <br />FRAMING <br />WITH 8d COMMON WIRE NAILS @ 4" <br />PLYWOOD <br />TYPICAL (U.N.O.) <br />LS30 w/ (6) 10d x 1 1/2" EACH <br />TRANSOM FRAMING <br />O/C BOUNDARIES 6" O/C EDGES <br />o <br />E SHEATHING <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SIDE <br />SEE SECTION AA/S1 AND <br />& 8" O/C FIELD <br />S4 <br />CONNECTION ASSEMBLY <br />BB/S1 FOR ADDITIONAL <br />B <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />2x STUDS TYP. <br />DETAILS <br />• SIMPSON SP4 w/ (6)10d x 1 12" <br />GARAGE DOOR <br />SIMPSON <br />(USE SP6 FOR 2x6 WALL, USE <br />PLYWOOD <br />HTT4 TMP <br />SP1 SIMPSON <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />OAo00R U.N.O. SEE N/S4MPSON <br />Q HOLD DOWN <br />RECESS <br />SIMPSON SP4 <br />. SIMPSON SP2 w/ (12 10d NAILS <br />SIMPSON SP1 w/ (10)10d NAILS <br />MASONRY <br />WALL BELOW <br />5/8"X10" J-BOLTS @ 24" O.C. <br />MOUNTING BASE DETAIL <br />�" <br />CONNECTIONS <br />LINTEL <br />SP4 <br />MAX. (MIN. (2) PER BOTTOM <br />SCALE: N.T.S. <br />a <br />NOT REQUIRED @ <br />PLATE) <br />d a a <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />a <br />° <br />° <br />ALTERNATE: <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />WITHOUT UPLIFT <br />a ° <br />5/8" DIA. ATR EPDXIED <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />° <br />2X8 P.T. BOTTOM <br />MIN. 6" INTO BOND BEAM <br />P <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />WALL HEADER DETAIL QnD <br />PLATE <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY R <br />SCALE: N.T.S. <br />PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 5/8"xlO" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. <br />SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) S'4 <br />o <br />z� <br />z <br />z <br />a <br />Z <br />ci <br />i--J W <br />rz p <br />0 w <br />to � <br />w_ <br />M <br />,55•o� <br />U <br />¢ <br />o <br />B D <br />• <br />y r��j <br />. <br />ts <br />. <br />C <br />g <br />LLP <br />i- <br />Lu�i <br />r A <br />"X Aft .... P4 <br />O <br />To the best Eng� a led; anon, and <br />belief, the stru e4 I� s�ands F s contained <br />within these drawings` U W th 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 />O <br />Z O <br />Oar• <br />?;(nMO <br />M <br />MLLn <br />O <br />Ln <br />p- LL- <br />oC U M 00 <br />Q C <br />ZZ' <br />Uj <br />W <br />J C) <br />d' <br />z <br />W <br />�a <br />qqq� <br />W 4 <br />Vz� 0 <br />FOWO <br />uA <br />J <br />Ta-ll <br />�Z- <br />M <br />1 <br />� <br />0 <br />N <br />Q <br />es0� O� U <br />Q O <br />Vice <br />Q <br />z <br />J <br />,Ln-1 <br />�Z <br />r-I <br />NZ <br />Q <br />Z <br />W <br />m <br />O <br />00 <br />Z <br />_ <br />W <br />T-1 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />S4 <br />{ <br />