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Hi <br />00 <br />00 <br />C14 <br />W) <br />3 <br />:9 <br />00 <br />P4 <br />LO <br />8- <br />0 <br />=5 <br />12 <br />S <br />C-) <br />tz <br />PI) <br />E <br />E <br />CID <br />r, <br />C" <br />< <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 />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 />PO I NT 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 1 112 <br />MAXIMUM INTIRIOR-\ <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR <br />WALL <br />FACE OF BLOCK WALL IS 2 1/4" <br />2x BLOCKING @ EACH END W/ 1 Od @ <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 />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. IN'�' �4 <br />12 <br />TYPICAL WALL SECTION <br />(TYP) SEE ELEV. <br />._�SEE <br />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 />TRUSSABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16' O.C. W/ <br />SIMPSON SP2 w/ (12) 10d <br />(3) 1 Od TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />F-.51 <br />STUD W/(3) 10d NAIL� <br />L 7. - S <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 />/ <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 />90A <br />STD. 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 />�Iw <br />- ---- -- <br />TRUSS <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE BARRIER <br />SCALE: N.T.S. <br />z EE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />LTO DRAI CL <br />N <br />ERIOR <br />EXT <br />WALL <br />WALL CLEAN -OUT <br />rA <br />SCALE: N.T.S. <br />7 5/8" 8" 7 5/81' 8" 7 5/8" 8" <br />ISTCOURSE 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 COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW MASONRYLAYOUT rD <br />�,S4 SCALE: N.T.S, �4 <br />KNOCK -OUT---\ <br />BLOCK W/ (1 ),,5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />STD. 9THOOK 8`4- <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 />--- <br />IL <br />1 <br />NQJE�: <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 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" <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 />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 SCALE: N,T.S. <br />8x8x1 6 C. M.U. GARAGE DOOR RACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />V <br />MOUNTING BASE DETAIL <br />SCALE: N.T,S. <br />4 <br />4 <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAVVING. <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 />I Od x 1 1/2" 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 <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 TRANSFFR LOAD. <br />2 x 6 P. <br />-BOLT <br />J <br />TRACK <br />BRACKET <br />�j 1 1. <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 />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 />11-4f <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />41-91 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1)LSTA30 <br />9'-16' <br />(3) <br />(4) <br />1 (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"xl 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />S4 (1) 2x SILL PLATE W/ (2) <br />N_.� <br />12d TOENAILS <br />BOX HEADER <br />EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />o 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 />ol <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 WITHOUT UPLIFT <br />WALL HEADER DETAIL ("'Q <br />SCALE: N.T.S. <br />GE <br />12 <br />(TYP') SEE ELEV. <br />IN <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />DOUBLE 2"A" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM <br />C. 926 APPLY 3 LAYERS W1 <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 />RIE <br />RESISTIVE BAR <br />SIMPSON SP2 w/ (12) 1 Od <br />NAILS AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />FASTENED TO TRUSSES WITH 8d <br />I <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 wl (8) 10dxl 1/2" <br />---- <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C, MAX) w/ MIN, 4" EMBEDMENT <br />LMAIN <br />IN KO BLOCK AT EA. STUD <br />SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5CONT.—/ <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />�w <br />= - <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />- <br />ALT. KNEEWALL ABOVE MASONRY <br />WALL DETAIL <br />SIMPSON SIMPSON <br />SP2 <br />SP4 <br />2X STUDS @1 24" O.C. <br />A 1 <br />/8"xl 01- "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />-2: <br />P <br />\-SIMPSON SP4 <br />�4_e <br />TRANSOM FRAMING <br />SEE SECTION AA/81 AND <br />BBIS1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />SCALE: N.T.S. <br />PIPE OR DUCT wl 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 1 Od @ 3" 0,C. (14 <br />SPLICE -7 <br />NAILS TOTAL) EA. SIDE OF <br />5(,Y, SPLICE STAGGERED <br />4 <br />�.�ICE NA <br />SP <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />TO P PLATE <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST BE <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. <br />F= 2240 LBS <br />SON <br />SIMP <br />SIMPSON SP4 SP2 <br />\-NAILED <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />(P.T. <br />SEE SECTION J/SS <br />-ATE <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />Spi <br />SIMPSON <br />SIMPSON <br />RECESS <br />LINTEL <br />d/ <br />SP4 <br />SP4 <br />-1 <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP2 <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SIMPSON <br />Spi <br />SP4 <br />Ir SIMPSON <br />$P4 <br />rTRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ <br />EACH END <br />j <br />z <br />2x TOP P 0 <br />LATE J <br />V2-16d NAILS @ 24" O.C, OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />v <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />F <br />STAGGERED FROM BOT. <br />SEEAJS3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL/e"j <br />SCALE� N.T.S. <br />S4 <br />..... .............. . 0 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />' (4565# SPF) <br />3 (5645# SPF) <br />)S (9335# SPF) <br />PDXIED A.T.R. <br />I & NUT <br />'OXIED A.T.R. <br />1 & NUT <br />DXIED A.T.R. <br />I & NUT <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />2X8 P.T. BOTTOM P�ATE__� <br />\-5/8"XIO" "J" BOLT @ 24" O.C. MAX. <br />C (MIN, (2) PER BOTTOM PLATE) <br />C <br />SIMPSON <br />SP4 <br />" <br />ROOFTRUSSABOVE <br />f- 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"X1 0" J-BOLTS <br />@ 2'-0" O.C. <br />-MASONRY WALL <br />10d NAILS @ 4 <br />0 <br />. , . An 10dNAILS@6 C. <br />STAGGERED -QTAr.nPPr-r) <br />TRANSOM FRAMING <br />0 BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />PLYWOOD <br />WITH 8d COMMON WIRE NAILS @ 4" <br />O/C BOUNDARIES 6" O/C EDGES <br />t/ �E <br />& 8" OIC FIELD .0 SHEATHING <br />S4 <br />L <br />0 SIMPSONSP4 (6)10dx112" <br />W/ <br />(USE SP6 FOR 2x6 WALL, USE .—PLYWOOD <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />SIMPSON SP2 wl (12) 1 Od NAILS MASONRY­- <br />5/8"X10" J-BOLTS @ 24" O.C, <br />SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW <br />MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"X10" "T' BOLTS @ 24" O.C. MAX. <br />(MIN, (2) PER BOTTOM PLATE) <br />PLATE) <br />6LTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />REV, 06.24-22 SCALE: N.T.S. S4 <br />co <br />r- C= <br />W <br />Cc, <br />­C C-4 <br />I <br />c E <br />Cc <br />C) <br />IAN <br />9 <br />Iq .. <br />< <br />No <br />�;A <br />a <br />3SI <br />To the best of the Engineer's knowledge, in rma <br />the structural <br />plans and specifications contained within these <br />drawlngs comply with the 2020 Florida Building Code - <br />Residential <br />An E on. ng nee s s gna re an see a on y r <br />the structural engineering portions of the drawing pages bearing <br />Englneer's <br />signature and seaL <br />0 <br />to <br />Cq <br />co 00 <br />o? <br />0 <br />o <br />g <br />P� t- <br />Z <br />W <br />ro <br />� <br />z <br />09 <br />co z <br />C14 <br />< <br />3 <br />z <br />W <br />M El <br />-9 <br />M <br />0 <br />LU <br />0 <br />< <br />i-4 <br />so <br />r_j <br />0� <br />z <br />z <br />< <br />U_ <br />g E <br />0 <br />:2 <br />4 <br />E 0 <br />" Y <br />� <br />Z 0 <br />W <br />t- (0 <br />E <br />'0 <br />0 <br />0 <br />z <br />C�o <br />ITT <br />z <br />co <br />- <br />75! <br />a E <br />z <br />z <br />2W <br />z <br />8 <br />z <br />W <br />L <br />P� <br />r <br />Lo <br />U-) <br />LO <br />U) <br />�z <br />M <br />0 <br />CY) <br />U) <br />.9 <br />LO <br />< <br />0 <br />0) <br />LI_ C') <br />0 <br />0) <br />00 <br />C14 <br />co CD <br />U") <br />00 <br />04 <br />C14 <br />CD 04 <br />E <br />W <br />(0 <br />D <br />ce) T_ <br />0 <br />z <br />z <br />E <br />E <br />16 <br />W <br />CL <br />0 .__I_ <br />JOB <br />NO <br />23-00520 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S4 <br />I F_ I I --------- F__ lfid— _h f— I <br />