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3 <br />m <br />rn <br />00 <br />N <br />LOU') <br />O <br />9 <br />m <br />N <br />i <br />N <br />x <br />J <br />00 <br />N <br />LO <br />Cr <br />a <br />0 <br />J <br />N <br />0 <br />rn <br />0 <br />a <br />N <br />a <br />O <br />0 <br />J <br />y <br />LZ <br />0 <br />vl <br />U <br />0 <br />i <br />0 <br />9 <br />G� <br />N <br />N <br />co <br />5<1 <br />0 <br />a <br />0 <br />a <br />N <br />N <br />0 <br />m <br />0 <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 w/ (3)12d <br />DRYWALL NAILS <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EVENLY <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <br />PLATE 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 />�Zll4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />VARIES\-2x BOTTOM PLATE WI(l) 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 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 (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" 0/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />SIMPSON SP1 w/ (10)10d <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" 0!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 />GENERAL NOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />BLOCKING (TYP.) <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 />CL— <br />TO DRAIN <br />EXTERIOR <br />WALL CLEAN -OUT WALL <br />A <br />SCALE: N.T.S. S4 <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <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. SL�. <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] <br />BLOCK W! (1) #5 FOR CONCRETE PLACEMENT / <br />d <br />° <br />a <br />d <br />a n a d <br />p <br />g STD. WHOOK 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 />O 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 />2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />Q 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 />WIDTH OF OPENING VARIES 4"FORM CONCRETE INSET TO <br />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL — <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <br />w <br />> <br />0 <br />>\ <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 MAYBE USED PROVIDED END <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />GARAGE ENTRY FORM DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\GARAGE DOOR TRACK <br />ZjUALt: IV. 1 .J. d <br />d e d BOTTOM OFMOUNTINGB <br />POURED CONCRETE BASE FOR <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 />SOFA �012 <br />�N <br />2x CRIPPLES @ —� <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />10dx11/2"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 C <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 />.,-- , <br />W/MOUNTING ANGLE <br />FOP <br />a <br />iARAGE <br />�OQR <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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <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 />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 />S4 <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 />O� <br />�R <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 <br />BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. SL� <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />�01 <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 />EBLEACH 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 />v <br />O/C FIELD <br />2x TOP PLATE <br />V2-16d <br />2X4 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 />=_= <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) wl MIN. 4" EMBEDMENT <br />LMAIN <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />SPAN <br />2x P.T. PLATE <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 <br />W/ STD, 90' HOOK IN K.O. BLOCK 3 LN <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 />4,9, SPLICE STAGGERED <br />10d @ 8" O/C <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <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 />> (5645# SPF) <br />i (6970# SPF) <br />)S (9335# SPF) <br />IN. 8" <br />ATTACH ALL J p • FUR D 112Z USE 1/2" DIA. x 12" EPDXIED A.T.R. <br />EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT <br />W/ 4�16d TOENAILS . FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />TOT P PLATE <br />MIN. 8" EMBEDMENT w! WASHER & NUT <br />NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST BE OVER STUD MIN. 8" EMBEDMENT w/ WASHER & NUT <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. S4 <br />F= 2240 LBS �7 <br />SIMPSON C <br />G <br />P.T. <br />ATE <br />SIMPSON SPI, <br />SP2 <br />SIMPSON <br />IT <br />101 <br />ST <br />J <br />M, <br />TRANSOM FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />\ SP4 <br />SIMPSON <br />SP1 <br />SIMPSON <br />SP4 <br />2X8 P.T. BOTTOM P TE <br />SIMPSON SIMPSON <br />SP4 —, SP2 —, <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />kGGERED <br />IOLTS @ 24" O.C. <br />\X <br />?X P.T. PLATE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />C <br />ROOF TRUSS ABOVE <br />/- 2X BLOCKING <br />0 <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 />@ 2'-0" O.C. <br />MASONRY WALL <br />10d NAILS @ 4 10d NAILS @ 6" O.C. <br />/ STAGGERED A STAGGERED <br />n <br />2X8 P.T. 136TTOM <br />PLATE <br />D <br />5/8"x10' 'J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER B0770M PLATE) <br />TRANSOM FRAMING <br />° ° BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING <br />& 8" O/C FIELD S4 <br />B <br />• SIMPSON SP4 w/ (6) 10d x 1 12" 12, <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 />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 <br />SCALE: N.T.S. <br />0 <br />RaG <br />� <br />o 0- <br />ra ' <br />d <br />dd <br />� <br />ss <br />Ytd <br />% 9 <br />E <br />1a <br />, u <br />�o <br />,��ygzl4zsilfill <br />0 <br />� <br />0 • •J <br />yea. <br />; •e \ SE <br />b <br />U <br />^� iT• <br />�O ' 0� <br />e <br />�- i�Y� <br />���•> �O F ~ S S 10 �4 <br />\fie <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />oot E <br />%\ <br />CM <br />� co IS,co <br />co <br />W N <br />DC? CO # <br />M <br />Q <br />a j M V LL # LL <br />J W <br />Z <br />.3 U ' o- <br />@ _ a <br />0 <br />N O <br />W <br />rn 0 W <br />Z <br />-.I <br />a <br />LO Cl) Z <br />Z <br />N OU < o <br />0 <br />W <br />co <br />❑❑ <br />z N to <br />o g <br />z N <br />z o� <br />Q <br />J <br />N <br />N <br />z <br />0f6 <br />0 <br />4-J <br />V <br />w <br />o a <br />0 <br />w $ <br />cJ <br />w <br />�- E <br />�S <br />i <br />z <br />N� <br />s <br />o <br />M <br />w <br />J <br />w z <br />o S <br />z <br />Z <br />� <br />�_ <br />Q gg <br />E: U <br />� <br />zo <br />w0 <br />�o <br />Qry <br />Z® <br />oa <br />t`° 6% <br />o <br />of <br />0 0 <br />o� <br />wz <br />N <br />L <br />wo <br />¢a <br />� <br />m <br />� <br />mg <br />o <br />Q� <br />in <br />N J <br />wm <br />¢ e <br />�z <br />N <br />d <br />o� <br />p� <br />o <br />U <br />aZ <br />�W <br />W <br />U <br />M <br />a0 <br />a= <br />�k <br />O <br />QY <br />ui <br />'D <br />}a <br />5, <br />3 <br />O <br />= <br />� L <br />J <br />LO <br />LO <br />rn <br />cc <br />Q <br />cc <br />LO <br />Y <br />Cr r <br />C <br />T <br />,— <br />U <br />() o <br />N <br />m <br />m <br />- <br />L0 <br />r <br />4-0 <br />4-j <br />CY> <br />0 <br />Co N <br />U- <br />M <br />OO <br />.eft <br />N O <br />LC) <br />N <br />Q <br />LO <br />r <br />0 <br />E <br />ca <br />N <br />co 04 <br />Z <br />Z <br />E O <br />`° <br />a <br />U <br />Q p <br />JOB <br />NO : <br />22-12367 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S4 <br />