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04 <br />�3 <br />LO <br />LO <br />_03 <br />Do <br />:3 <br />X <br />o <br />0� <br />E <br />F9 <br />E <br />o <br />CL <br />2E <br />0 <br />:rl <br />o <br />EE <br />c14 <br />Cn <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />(2) 2x HEADER TO SIT <br />STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADE SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION. <br />CONNECTION SCREW OFF CAP (3" DIA <br />) <br />2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE <br />R <br />DOUBLE 2x TOP <br />PLATE <br />. <br />FOR CLEAN -OUT <br />'----2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />MIN. EXTENSION FROM <br />TONEAILS SPACED <br />EXTERIOR FACE OF BLOCK <br />EVENLY <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 />WALL IS 11/2 <br />MAXIMUM INTERIOR <br />R .11 , <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIO WALL <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 />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />vARIE5 <br />O.C. TO EACH HEADER FACE <br />W4 <br />T <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. 1\ �4 <br />12 SEE TYPICAL WALL SECTION <br />�___PRE-ENGINEERED WOOD <br />TYP) SEE ELEV. <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) 1 Od (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) 1 Od 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 />SIMPSON SP1 W/ (10) 1 Od <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 />MAX <br />0 <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />LL W/ <br />1 #5 VERT. IN CONC. FILLED C�ELL AW/_ <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 />BLOCKING (TYP.) <br />�--ROOF 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 />CE OF BLOCK WALL IS 2 114" <br />TO DRAIN <br />OR —JI <br />EXTERI <br />WALL <br />WALL CLEAN -OUT <br />SCALE: N.T.S. <br />IN �4 <br />7 5/81, 8" 7 5/8" 8" 7 5/8" 8" <br />1STCOURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY COURSEBELOW. EVERYTHIRD (3RD) COURSE THE 11' DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW �B MASONRYLAYOUT <br />SCALE: N.T.S. <br />�,S4,) <br />KNOCK -OUT)---\ <br />BLOCK W/ (1 #5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />Ilk <br />I <br />Mai <br />NOTES: <br />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 />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />OPENINGS LESS THAN OR EQUAL TO 13-4' 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"X9 1/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />_j <br />N <br />4 <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <br />0 <br />, <br />FORM CREATES CONCRETE RECESS TO <br />RECEIVE GARAGE DOOR AND TO ALLOW <br />2X4 (NOM. <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 />GARAGE ENTRY FORM DETAIL <br />8x8x16 C.M.U. GARAGE DOOR-----. <br />N%N <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />4 <br />'BOTTOM OF <br />POURED CONCRETE BASE FOR MOUNT�INGB E <br />BLOCK WALL. RECESSED 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 />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W/ (6) <br />1 Od x 11/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />1 Od 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 —Gt <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 />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />FOP <br />I <br />ARAGE <br />1OOR <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. <br />1\14� <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 />1 (3) <br />(2) <br />(2) <br />(1) LSTA30 <br />T-16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) 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 />-ROWS 12d NAILS STAGGERED <br />2 <br />@ 12- O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"xl 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />a INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />a EXTERIOR HEADERS: <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />a OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 1 Od x 11/2" EACH <br />SIDE <br />�'�2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N,O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />P.T. BOT. PLATE <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL Q� <br />SCALE: N.T.S, �4 <br />SIMPSON <br />SIMPSON <br />TRANSOM FRAMING <br />SEE SECTION AA1S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24" O/C <br />_Z(7TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE <br />P 7 SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />C. 926 APPLY 3 LAYERS W/ <br />TOTAL THICKNESS 7/8" OVER <br />7/8" STUCCO FINISH PER ASTM <br />METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER <br />1/8" THICK OVER WATER <br />RESISTIVE BARRIER�� <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <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 />O/C FIELD <br />7. <br />Lr <br />2x TOP PLATEJ <br />Mco <br />2X4 PT STUDS @ 16- O.C. <br />-16d NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP <br />EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8) 1 0dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />I <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4' EMBEDMENT <br />O.C. MAX. <br />ROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />2x P.T. PLATE <br />FP <br />EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOF TRUSS <br />SEE A/S3 FOR <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />REINF. INFO. <br />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—` H I <br />W/ STD. 900 HOOK IN K.O. BLOCK Ma _M_ <br />V_ <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />SCALE: N.T.S. � �S4 <br />PIPE OR DUCT wl PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (112) 16d NAILS <br />TOP 2 ROWS 1 Od @ 3- O.C. (14 <br />SPLICE -7 /�,� NAILS TOTAL) EA. SIDE OF <br />f&,,43PLICE STAGGERED <br />'A' <br />1 Old @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ W 16d TOENAILS <br />T076PPLATE <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST BE OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. <br />1\ �4 <br />F= 2240 LBS <br />SIMPSON <br />YPSON <br />P.T <br />ATE <br />kqrm� NNEI ILI, <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL//"'i <br />TRANSOM FRAMING NV <br />INTO <br />TRANSOM <br />FRAMING <br />10d NAILS @ 6" <br />STAGGERED <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />spi <br />-RECESS <br />SIMPSON <br />SP4 <br />SIMPSON- <br />SP4 <br />J-BOLTS @ 24" O.C. <br />MAX <br />LINTEL <br />__7t7777 7r::. <br />_2X P.T. PLATE <br />SCALE: N.T.S. 1,, �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />(4565# SPF) <br />(5645# SPF) <br />(6970# SPF) <br />S (9335# SPF) <br />N. 8" <br />DOXIED A.T.R. <br />I & NUT <br />OXIED A.T.R. <br />& NUT <br />DXIED A.T.R. <br />& NUT <br />2X8 P.T. BOTTOM PrTE <br />'�5 /8'X10" "J" BOLT @ 24" O.C. MAX. <br />SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C <br />SP4 SP2 ] <br />SP4 <br />YF. <br />" <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />spi SIMPSON <br />SP4 <br />SON�RECESS SIMP <br />LINTEL //_SP4 <br />2X8 P.T. BOTTOM <br />PLATE <br />I <br />5/8"X10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />-(2) 16d TOE NAILS <br />EA. BLOCKING <br />"2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />-0" O.C. <br />@ 2' <br />MASONRY WALL <br />1 Od NAILS@ 4 <br />STAGGERED A 1 Od NAILS @ 6" O.C. <br />STAGGERED <br />_AA 0 0 TRANSOM FRAMING <br />BEYOND. <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4- PLYWOOD <br />o <br />O/C BOUNDARIES 6" O/C EDGES 10 SHEATHING <br />& 8" O/C FIELD <br />— <br />o <br />a SIMPSON SP4w/(6) 10dx 1 12" <br />(USE SP6 FOR 2XI WALL, USE <br />—PLYWOOD <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />a SIMPSON SP2 w/ (12) 10d NAILS MASONRY — <br />a SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- 5/8"X 10" J-BOLTS @ 24" O.C. <br />o 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 KR <br />REV. 06.24.22 SCALE: N.T.S. S4 <br />CIIJ <br />Q� <br />cj r.,_ , � z <br />CL- <br />clIj <br />iat — w <br />cu -c:, <br />U w <br />ow = = <br />E <br />" \ <br />�� 0 W/V <br />SE <br />C <br />< cr> <br />C9 <br />C, <br />Oov�", <br />To the best of the Engineers knowledge, inforrnation and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Res dential <br />I [ <br />7th Edition. 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