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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND <br />FLUSH TO THE OUTSIDE <br />STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) <br />2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />POINT w/ (3)12d <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EVENLY <br />EXTERIOR FACE OF BLOCK <br />„ <br />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <br />1/2" GYPSUM BOARD <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />PLATE WALL IS 1 1/2 MAXIMUM INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL <br />FACE OF BLOCK WALL IS 21/4" <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 />vARIE9 2x BOTTOM PLATE W/(1) 10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <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) <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 11 (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 <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 />Ull <br />SIMPSON SP1 w/ (10)10d <br />NAILS AT EACH 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. 90" 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 />BLOCKING (TYP.) <br />\--ROOF TRUSS <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE BARRIER <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />TO DRAIN <br />EXTERIOR <br />WALL CLEAN -OUT WALL <br />A <br />SCALE: N.T.S. S4 <br />1ST COURSE 2ND COURSE 3RD COURSE <br />REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D <br />S4 SCALE: N.T.S. S4 <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />KNOCK_OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1 } #5 FOR CONCRETE PLACEMENT <br />�I!!i�lliili■IE'!lIAI�!��I�■ <br />• •- <br />• • <br />, •- • • <br />I <br />1 <br />011111 <br />fll <br />III■■ <br />III <br />Ilil� <br />III <br />-- <br />■��III! <br />_ <br />III. <br />■ <br />—'I�I <br />III—_ <br />1111■ <br />NOTES: <br />10 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 />O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />Q3 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 />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />G <br />S4 <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9112" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />0 <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 <br />GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />�8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />:..,:: •;: GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />" <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />d 8 e a <br />POURED CONGA tTE BASE FOR BOTTOM OF MOUNTING B <br />BLOCK WALL. %ECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD, THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />SFF �Ow <br />N <br />2x CRIPPLES @ --i <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />10d x 1 1 /2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />10d NAILS @ 8" ---- <br />O/C TYP. <br />DOUBLE 2x --- <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -Ct <br />VERTICAL JAM <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />2x6P. <br />J-BOLT <br />TRACK <br />BRACKET <br />fOP <br />3 <br />1ARAGE <br />iOOR <br />vvvr r r nvr� <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 <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 />(2) <br />1 (4) <br />(2)1 STA30 <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"x10" OR <br />GREATER HEADER <br />\--(2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />54 <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />• EXTERIOR HEADERS: <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6)10d x 1 1/2" EACH <br />SIDE <br />' <br />2x STUDS TYP. <br />DO <br />OR <br />SIMPSON HTT4 TYP. <br />Op <br />U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. S4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />5/8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />12 <br />(TYP.) SEE ELEV. <br />SIMPSON SP2 w/ (12)10d <br />NAILS AT EACH STUD <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM <br />C. 926 APPLY 3 LAYERS W/ <br />TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER <br />1/8" THICK OVER WATER <br />RESISTIVE BARRIE <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />@ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING ) <br />Uj <br />0 <br />O/C FIELD <br />2N2x <br />TOP PLATE2X4 V2-16d <br />PT STUDS @ 16" O.C. <br />NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP <br />EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS <br />= _ 7 <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8)10dxl 1/2" <br />IL <br />2xNAILS 24" <br />AT EA. TRUSS VERTICAL WEB <br />O. <br />O.C.STUD MAX. <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />LMAIN <br />. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />SPANF <br />2x P.T. PLATE EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOF TRUSS <br />OSTAGGERED FROM BOT. <br />SEE A/S3 FOR, <br />R <br />UPLIFT CONNECTOR <br />REINF. INFO. PLATE TO CONCRETE <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 WALL DETAIL <br />SCALE: N.T.S. <br />LTHAN. <br />T w/ PENETRATION THRU TOP PLATE w/ MORE <br />TOP PLATE WIDTH INSTALL SIMPSON <br />(12)16d NAILS <br />2 ROWS 10d @ 3" O.C. (14 <br />NAILS TOTAL) EA. SIDE OF <br />48., SPLICE STAGGERED <br />N <br />S'Te. <br />ATTACH ALL -' <br />EXTERIOR STUDS <br />W/ 4 16d TOENAILS <br />T04bP 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. S4 <br />F= 2240 LBS �7 <br />SIMPSON C <br />SIMPSON SP4 SP2 <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />SIMPSON SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />SCALE: N.T.S. S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />I (4565# SPF) <br />I (5645# SPF) <br />i (6970# SPF) <br />IS (9335# SPF) <br />N. 8" <br />DOXIED A.T.R. <br />I&NUT <br />OXIED A.T.R. <br />I&NUT <br />JXIED A.T.R. <br />& NUT <br />ROOF TRUSS ABOVE <br />F 2X BLOCKING <br />INTO <br />�—(2) 16d TOE NAILS <br />TRANSOM <br />10d NAILS @ 6" <br />EA. BLOCKING <br />STAGGERED <br />TRANSOM FRAMING <br />FRAMING <br />2X P.T. <br />SEE SECTION J/SS <br />PLATE <br />AND K/SS FOR <br />2X8 WALL ABOVE <br />- <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />SP1 <br />K.O. BLOCK W/(1) <br />J-BOLTS @ 24" O.C. <br />#5 CONT. & <br />SIMPSON <br />SIMPSON <br />MAX <br />FILLED <br />RECESS <br />SP4 <br />SP4 <br />LINTEL <br />5/8"X10" J-BOLTS <br />2X P.T. PLATE <br />@ 2'-0" O.C. <br />2X8 P.T. BOTTOM P TE <br />MASONRY WALL <br />C <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />SIMPSON <br />SIMPSON C <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />SP4 <br />SP2 <br />SIMPSON <br />SP4 <br />10d NAILS @ 4" <br />10d NAILS @ 6" O.C. <br />STAGGERED <br />A <br />STAGGERED <br />TRANSOM FRAMING <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />0 o BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES o E SHEATHING <br />& 8" O/C FIELD <br />S4 <br />is <br />• SIMPSON SP4 w/ (6)10d x 1 12" 11 <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2X8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />a. <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <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 R <br />REV. 06.24.22 SCALE: N.T.S. 54 <br />M <br />N <br />0 <br />N <br />G <br />c0 <br />Z Q <br />Q CL `� o <br />N <br />ea a <br />N ED C <br />s'. E y <br />tj , d <br />ce <br />Ud <br />�ar=a <br />Er' <br />o. 3 <br />1`L�l1Rt19JiWZZN4 <br />v 6 R. <br />2 <br />O' <br />r P� SET <br />3F F L 0� <br />�- <br />EgSt <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />$ <br />V d6. <br />Lo <br />iK <br />a ynr� <br />a ;g . LL <br />LL <br />gLLrL a <br />t fa <br />z_ , 0 <br />W N <br />W cp m <br />t ,°14o NZ d 0 <br />Z N 60 Q <br />W ❑❑ <br />U <br />z <br />Z o� <br />J <br />a <br />N z0 <br />4v-+ N <br />LU <br />'U Q <br />O <br />c <br />Ln d <br />I <br />M <br />J <br />2[ E <br />o <br />Z• <br />E <br />o <br />Z�E <br />a�g <br />ro <br />C/) <br />SCj <br />Z LL <br />Z <br />N <br />NV <br />QW <br />W <br />aZ <br />C <br />mi <br />Ir <br />I�� <br />5 <br />�C) <br />'M <br />J <br />O <br />c� <br />0) <br />O M <br />� <br />Q <br />O <br />U) <br />CN <br />cc, <br />c <br />Ln <br />c`o <br />O <br />o O <br />Ln <br />N <br />Q <br />T <br />E <br />_� <br />M 4 <br />z° <br />m <br />E O <br />a <br />a <br />ci o <br />JOB <br />NO: 22-12358 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />