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1. <br />e.i_ �a i. s ti 1 . I .. d. ... I - — = i a. <br />gn <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />VENT OR 2ND FLOOR <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL <br />2x6 / 2x8 WALL BEYOND <br />(2) 2x HEADER TO SIT <br />FLUSH TO THE OUTSIDE <br />STANDARD 3" DIA. TEE <br />3/4" FURRING STRIPS <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />2x DEAD WOOD @MID <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />POINT <br />POINT w/ (3)12d <br />w/ ( <br />MIN. EXTENSION FROM <br />DRYWALL NAILS <br />DOUBLE 2x TOP <br />TOSPACED <br />EVENLY <br />EXTERIOR FACE OF BLOCK <br />PLATE 7 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 />2x BOTTOM PLATE W/ (1)10d @ 8" <br />VARIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL 1 <br />SCALE: N.T.S. SL� <br />12 <br />SEE TYPICAL WALL SECTION <br />SEE ELEV. <br />PRE-ENGINEERED WOOD <br />(�Yp) <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 <br />(3)10d TOENAILS T&B <br />NAILS AT EACH STUD <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 />SIMPSON SP1 w/ (10)10d <br />=_ _ <br />NAILS AT EACH STUD <br />BLOCKING (TYP.) <br />2x P.T. PLATE <br />—ROOF TRUSS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />MOISTURE BARRIER <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 <br />DETAIL rF <br />TO DRAIN <br />EXTERIOR <br />WALL CLEAN -OUT WALL <br />A <br />SCALE: N.T.S. SL� <br />1ST COURSE 2ND COURSE I3RD 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" DOOR JAMB WALL IS TO BE <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD <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 7 <br />I <br />■-rl <br />. •d•• <br />CONT.OPENINGS <br />PLAN)-- •' '' <br />OPENING <br />_ <br />. - . •- • <br />.■L. <br />0111111 <br />HI■L■ <br />IIII <br />Illlf <br />■��lII <br />lid■l■, <br />- -- <br />-i'I�' <br />■!■III <br />III■It <br />- <br />- <br />LIIII <br />IIII <br />III <br />NOTES: <br />0 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 />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO V-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 />SCALE: N.T.S. <br />Q4) <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 />ZI <br />�,\000\0\' w •— <br />r <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 NOT SHOWN <br />MOUNTING BASE SHOWN <br />FOR CLARITY SEE DETAIL <br />INPOSITION <br />GARAGE ENTRY FORM DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />�8x8x16 C.M.U. <br />GARAGE DOOR --------.TRACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />GENERAL NOTES <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SLOPE FORWARD <br />ASSEMBLY <br />FOR DRAINAGE FOR <br />.`, GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />° <br />SCALE: N.T.S. <br />° <br />4 <br />e <br />SEE PLAN FOR FOOTING <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />P <br />SHED FORWARD THIS DRAWING. <br />SCALE: N.T.S. <br />S4 <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />S�rF 00� <br />N <br />2x CRIPPLES @ —� <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 —CL <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 />IARAGE <br />IOOR <br />uvvn 1 nAVr\ <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. 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 />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' -16' <br />(3) <br />1 (4) <br />(2) <br />1 (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 />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 />GREATER HEADER <br />1 <br />`—(2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />SQ <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 />SIMPSON HTT4 TYP. <br />Op00 <br />FN�NG <br />U.N.O. <br />4 HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL (,*,Q_� <br />SCALE: N.T.S. S4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />/8"xl0" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />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 />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 BARRIER <br />SIMPSON SP2 w/ (12)10d <br />NAILS AT EACH STUD <br />USS BOTTOM CHORD OR 2x4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />OCKING W/ 2-16d TOE NAILS <br />L@BLEACHEND <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 />v <br />O/C FIELD <br />R <br />2x TOP PLATE <br />to <br />2X4 PT STUDS @ 16" O.C. <br />2-16d NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP <br />EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS <br />== <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />LWA <br />AT EA. TRUSS VERTICAL WEB <br />2xNAILS 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENTL <br />O.C.STUD . <br />O.MAX. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOF TRUSS <br />SEE A/S3 FOR <br />A/F. <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />SEE 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 <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />SCALE: N.T.S. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (12)16d NAILS <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />. ' 48h SPLICE STAGGERED <br />• M% <br />/--10d @ 8" O/C <br />ATTACH ALL - <br />EXTERIOR STUDS <br />W! (4) 16d TOENAILS <br />TO 76P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />), <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. SQ <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 />� (4565# SPF) <br />I (5645# SPF) <br />;; (6970# SPF) <br />G (9335# SPF) <br />N. 8" <br />DOXIED A.T.R. <br />t&NUT <br />'OXIED A.T.R. <br />t&NUT <br />DXIED A.T.R. <br />t&NUT <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />INTO <br />�(2) 16d TOE NAILS <br />TRANSOM <br />10d NAILS @ 6" <br />EA. BLOCKING <br />TRANSOM FRAMING <br />FRAMING <br />STAGGERED <br />2X P.T. <br />SEE SECTION AA/S1 <br />PLATE <br />AND BB/S1 FOR <br />2X8 WALL ABOVE <br />— <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />SPi <br />• <br />K.O. BLOCK W/(1) <br />-BOLTS @ 24" O.C. <br />#5 CONT. & <br />RECESS <br />SIMPSON <br />SIMPSON <br />MAX <br />TT\ <br />FILLED <br />SP4 <br />SP4 <br />LINTEL <br />1 <br />4 <br />5/8"X10" J-BOLTS <br />C ll <br />2X P.T. PLATE <br />@ 2'-0" O.C. <br />a <br />a <br />MASONRY WALL <br />4 <br />2X8 P.T. BOTTOM P TE <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 />_T�A <br />STAGGERED <br />STAGGERED <br />I <br />KA <br />IKA <br />KA TRANSOM FRAMING <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Sp1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />4 /4 a <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"x10"'7 BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <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 />S4o <br />Bo <br />• SIMPSON SP4 w/ (6)10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) o SHEATHING <br />• SIMPSON SP2 w/ (12)10d NAILS MASONRY o <br />5/8"X10" J-BOLTS <br />• SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM <br />o <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. S4 <br />G7= <br />a <br />0 <br />� <br />0 <br />`.•' r go tvv <br />TV <br />C <br />�FLO9- :•�, <br />. <br />FESS10Nr <br />1/'1tl f l 11►00I <br />To the best of the Engineers knowledge, information and beUef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the studural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LO <br />E <br />Q <br />O N J <br />LL <br />LoA�p <br />Q <br />«6 .0 J <br />2 $ LL a <br />W <br />n <br />Cr4 LL w _ <br />J <br />"fi <br />ZS yo <br />L l6 S 0 S <br />o W <br />yg <br />caNr_o O <br /><�a <br />Zao <br />ILW�pjO' <br />No yak <br />N M Z N <br />V y <br />Z <br />OU <br />❑�❑ <br />W <br />C9 Cq <br />z <br />Z n <br />Q <br />a. <br />Z M <br />U <br />N <br />a <br />0 <br />$JAft <br />Ul <br />� <br />'® <br />Ujj <br />c <br />• <br />� <br />y�o <br />W <br />`L_ <br />E o <br />_a <br />ow <br />=• <br />V <br />_ <br />o <br />° <br />o E <br />N <br />_ <br />°a <br />�o <br />Uj Z <br />C <br />C <br />C <br />Y <br />y 3 <br />mo <br />r <br />Zz <br />az <br />Z <br />N <br />C <br />< <br />O <br />a 3 <br />8 <br />� <br />WC3 <br />no <br />o <br />5 <br />CCD <br />ilad <br />U <br />2 O <br />= <br />�L <br />0 <br />0 <br />L <br />� <br />T <br />co <br />�. <br />Q <br />�' <br />N <br />O <br />CL <br />m <br />v <br />CO <br />i— <br />.r <br />= <br />VV! <br />r <br />04 <br />� <br />r <br />_ <br />� N <br />f <br />T <br />M <br />E <br />L <br />N <br />ti <br />o <br />Z <br />z <br />E O <br />d <br />FL <br />v _ <br />v M <br />a o 1 <br />c <br />3 <br />JOB <br />NO: <br />21-1075 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S4 <br />