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Ni <br />t2 <br />ts <br />LO <br />a <br />C <br />CL <br />E <br />E <br />-10 <br />CA <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 />(2) 2x HEADER TO SIT <br />3/4" FURRING STRIPS <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 />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 />POINTw/(3)12d <br />DRYWALL NAILS <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EXTERIOR FACE OF BLOCK <br />EVENLY <br />WALL IS 11/2" MAXIMUM <br />PLATE <br />INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL <br />FACE OF BLOCK WALL IS 2 1/4" <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) 1 Od @ 8" <br />VARIE5 O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. �4 <br />12 SEE TYPICAL WALL SECTION <br />�.__PRE-ENGINEERED <br />TYP) SEE ELEV. 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) 1 Od (3) 1 Od TOENAILS T&B <br />I <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 />SIMPSON SP1 W/ (10) 1 Od <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />,010 A 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 />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 />BLOCKING (TYP.) <br />'--AOOF 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 />TO DRAIN <br />-0 '__ <br />EXTERIOR <br />WALL <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. <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. EVERY THIRD (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 t1" �B MASONRYLAYOUT <br />�,S4 SCALE: N.T.S. � �4 <br />7 5/8" 8" 7 5/8" 8" 7 5/8,, 8" <br />KNOCK-OUT),,5\ <br />BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />C, <br />10 11 as <br />1 0 0 0 <br />I ", <br />a <br />?11 IN! <br />:__ <br />III <br />1111 <br />-11111" <br />r <br />NOTES: <br />(DFILL 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 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 OPEN <br />ING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL--\ <br />LU <br />> <br />0 <br />41 <br />M CREATES CONCRETE RECESS TO <br />FOR <br />0 <br />2x4 (N M. 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 />8x8x16 C.M.U. GARAGE DOOR---, <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 />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. <br />4 <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B <br />BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED <br />GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />FOR GARAGE DOOR AND WATER <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 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 --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 TRANqFFR I OAn. <br />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />rop <br />iARAGE <br />iOOR <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\ �4 <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 />11 - 4' <br />(1) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'_ 91 <br />(2) <br />(2) <br />(2) <br />(1)LSTA30 <br />91-161 <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 />-ROWS 12d NAILS STAGGERED <br />3 <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 />N�--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 rQ <br />SCALE: N.T.S. <br />SIMPSON <br />SIMPSON <br />TRANSOM FRAMING <br />SEE SECTION A/VS1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <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 BARRIEZ� <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />RUSS BOTTOM CHORD OR 2x4 <br />rBLOCKING W/ 2-16d TOE NAILS <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET <br />a EACH END <br />C <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />D:AS::�� <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING <br />W <br />O/C FIELD <br />CL <br />2x TOP PLATE-// <br />M in <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 />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8) 1 0dx1 1/2" <br />IL <br />B <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 2 4" <br />ENT <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />LMAIN <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />I <br />SPAN <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />ROOF TRUSS <br />STAGGERED FROM BOT. <br />MOISTURE BARRIER <br />UPLIFT CONNECTOR <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />IT <br />8"X8"X1 6" 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 />W1 STD. 900 HOOK IN K.O. BLOCK --MTB— <br />V_ <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 1 Od @ 3' O.C. (14 <br />SPLICE-7 /11� NAILS TOTAL) EA. SIDE OF <br />4e,, SPLICE STAGGERED <br />"z S� <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ (4116d TOENAILS <br />TO YOP PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <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 />SIMPSON <br />SIMPSON SP4 SP2 <br />P.T. <br />ATE <br />SIMPSON <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP2 <br />P.: <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />RECESS <br />LINTEL <br />SIMPSON <br />Spi SIMPSON <br />RECESS SIMP SP4 <br />SON <br />LINTEL SP4 <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />spi <br />SIMPSC <br />SP4 <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL/"�j <br />SIMPSON SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />1 Od NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />SCALE: N.T.S. <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />; (4565# SPF) <br />(5645# SPF) <br />,(6970# SPF) <br />G (9335# SPF) <br />N. 8" <br />DOXIED A.T.R. <br />I & NUT <br />OXIED A.T.R. <br />I & NUT <br />DXIED A.T.R. <br />t & NUT <br />2X8 P.T. BOTTOM PrTE <br />I <br />5/8"x10""J" BOLT @ 24" O.C. MAX. <br />(:�) <br />C SIMPSON (MIN. (2) PER BOTTOM PLATE) C <br />SP4 <br />. . . . . . <br />- <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"X 10" J-BOLTS <br />@ 2'-0" O.C. <br />-MASONRY WALL <br />10d NAILS@ 4 <br />A 10d NAILS @ 6" O.C. <br />STAGGERED <br />FAI = I H'i, � 0 11,11 <br />-PLYWOOD FASTENED TO TRUSS <br />WITH 8d COMMON WIRE NAILS @ 4' PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING <br />& 8"O/C FIELD <br />0 <br />I I (D <br />a SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE <br />—PLYWOOD <br />SP8 FOR 2x8 WALL) 0 <br />SHEATHING <br />I <br />a SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- <br />:_ 5/8'X10" J-BOLTS @ 24" O.C. <br />a SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- <br />MAX. (MIN. (2) PER BOTTOM <br />2XI P.T. BOTTOM <br />PLATE <br />I I <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />PLATE) <br />ALTERNATE: <br />_j <br />5/8"DIA.ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY <br />REV. 06.24.22 SCALE: N.T.S. <br />CD -0 <br />2. <br />C= <br />ME 2 cct 1-1 �z <br />7 <br />.!2 <br />W <br />01- <br />-15 ;z <br />. j cc <br />go W <br />0 <br />5 <br />E <br />Cc C) <br />....... <br />7 <br />e <br />5' C;t' <br />F L <br />0 <br />0"'Esslol' <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specAcations contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residenti I <br />7th Edition. Engineers signature and seal is only for <br />the structu.11 engineering portions of the drawing pages bearing <br />Engineers signature and seal, <br />W <br />a -. 6.- <br />to 0 t-G� 9 <br />r- J2 <br />6 C' .1 07 <br />r_ LL <br />_j LI: W <br />-9 L� — u, <br />Z co 0- <br />04 0 <br />W T <br />co �; Z <br />L <br />04 _j <br />< <br />z <br />W E, <br />ID <br />;;—�' N M <br />< q_ <br />;:7 <br />U1 z <br />C1 <br />4­1 u- <br />It 1 <br />- <br />Fj :a <br />10 <br />0 LU <br />AM <br />Ln <br />U <br />LU <br />< <br />d <br />W <br />z <br />E <br />a 0 <br />q <br />8 <br />I— M <br />C1 <br />z <br />-0 <br />0 <br />0 <br />H <br />zE <br />CO M <br />0 <br />g It <br />CO M <br />0 <br />x <br />C <br />vC: <br />0) <br />H <br />'0 <br />z <br />_j <br />j� <br />�0 <br />WC/5 <br />9 <br />Z <br />3� <br />Z; <br />Cl> <br />C <br />.0 -r- <br />0 <br />LO <br />LO <br />M <br />0 <br />CL <br />1-- <br />U') <br />co <br />:3 Lf) <br />C) <br />LO <br />Cr T_ <br />4- <br />U) t <br />L0 <br />< <br />0 <br />0) <br />0 <br />Cq <br />(7) <br />LO <br />M <br />CY) <br />00 <br />< <br />E <br />CV) <br />r_ Lf) <br />6 <br />z <br />M <br />z <br />0 0 <br />E CD <br />C <br />A <br />a. <br />E <br />0 "a M <br />t <br />0 _j < 0 <br />C <br />a) <br />JOB <br />NO: 23-00525 <br />SCALE AS NOTED <br />SHEET NO. <br />S4 <br />zZ <br />