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LO <br />C'4 <br />8 <br />8 <br />04 <br />CD <br />U'3 <br />r- <br />C*4 <br />49 <br />8 <br />8 <br />�i <br />n <br />C;l <br />Cq <br />CNI <br />C <br />tR' <br />S. <br />E <br />9 <br />A) <br />2- <br />CL <br />— <br />8 <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 />�tll <br />SCREW OFF CAP (3" DIA.) <br />—2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />POINT w/ (3) 12d <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EVENLY <br />EXTERIOR FACE OF BLOCK <br />WALLIS 11/2" MAXIMUM <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 —] <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 />�-7 1.4. --TO BLOCKING <br />--�(2) 2x HEADER <br />PER PLAN <br />Zj\ <br />\_ 2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />5 <br />VARIE O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T .S. <br />12 <br />—SEE TYPICAL WALL SECTION <br />SEE ELEV. <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 />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />SIMPSON SP2 W/ (12) 1 Od . . .. .......... <br />(3) 10d TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />F._�ISTUD <br />�7- W/ (3) 1 Od NAILtSe��� <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) 16d TO <br />TRUSS BELOW Y,' <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 />IL <br />SIMPSON SP1 W/ (10) 1 Od <br />NAILS AT EACH STUD <br />2x P.T. PLATE 'Z <br />z <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />AMA <br />W/ 8" EMBEDMENT <br />, 0 <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. 90' 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 />V--ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />--- <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />CL' <br />TO DRAIN <br />'W <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 COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS 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 (B MASONRYLAYOUT rD <br />SCALE: N.T.S. <br />� �4 1\14� <br />7 5/81, 8" 7 5/81, 8" 7 5/81, 8" <br />KNOCK OUT <br />BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />)#5 <br />0 0. <br />oil <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 />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 OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />COD <br />1/2"X91/2"PLYW BLOCK WALL ABOVE. <br />SCRAP MATERIAL—, <br />k <br />W <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 />6 MOUNTING BASE <br />SCALE: N.T.S. <br />8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />IF <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />4 <br />BOTTOM OF MOt INTING R <br />POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE <br />SHED FORWARD THIS DRAWING. GARAGE FLOOR. <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 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 <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 />rop <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 />UCK KK <br />TYPICAL GARAGE DOOR B <br />SCALE: N.T.S. �' �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 />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 />(47 <br />(2) <br />41 <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 />@ 12" O/C FOR 2"xl 0" OR <br />-ROWS 12d NAILS STAGGERED <br />3 <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 />9 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) 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 rQ <br />SCALE: N.T.S. � �4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24' O.C. <br />5/8"x10""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/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24" O/C <br />(TYP.) SEE ELEV. 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 BARRIE�� <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />RUSS BOTTOM CHORD OR 2x4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />BLOCKING W/ 2-16d TOE NAILS <br />r@T 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 />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 />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8) 1 0dx1 1/2" <br />IL <br />NAILS AT EA. TRUSS VERTICAL WEB <br />EB <br />2x STUD @ 24" <br />24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />'ENT <br />L <br />O.C. MAX. <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />FEQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOFTRUSS <br />SEE A/S3 FOR, <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />REIN F. INFO <br />PLATE TO CONCRETE <br />4T <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 />W/ STD. 90* HOOK IN K.O. BLOCK TM <br />Zi <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 wl (12) 16d NAILS <br />TOP 2 ROWS 1 Od @ T' O.C. (14 <br />�.��PLICE �AILS TOTAL) EA. SIDE OF <br />4 SPLI <br />.9"4 CESTAGGERED <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TO TOP PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE B0170M SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVERSTUD <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. 1\ �4 <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 SP2 <br />h i -4: :1-- 1 � <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME W <br />ALL/j <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />SCALE: N.T.S. <br />' �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 />IS (9335# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />t & NUT <br />'OXIED A.T.R. <br />DXIED A.T.R. <br />t & NUT <br />ROOFTRUSSABOVE <br />/_ 2X BLOCKING <br />\-NAILED <br />A. <br />INTO <br />TRANSOM <br />1 Od NAILS @ 6" <br />NG <br />TRANSOM FRAMING <br />FRAMING <br />STAGGERED <br />2X P.T. <br />S1 <br />SEE SECTION AA/Sl <br />PLATE <br />AND BB/Sl FOR <br />A <br />T ILS <br />ADDITIONAL DETAILS <br />SIMPSON <br />Spi <br />BOLTS @ 24" O.C. <br />SIMPSON SIMPSON- <br />AX <br />- R ECESS <br />LSP4PSO� <br />SP4 SP4 <br />LINTEL <br />7. <br />2X P.T. PLATE <br />2X8 P.T. BOTTOM PrTE"_� <br />5/8"X1 0" "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 />I <br />i <br />1.. .1 <br />SP4 <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SPI <br />SP4 <br />SIMPSON <br />SIMPSON <br />SP4 <br />-(2) 16d TOE NAILS <br />EA. BLOCKING <br />'2X8 WALL ABOVE <br />ENTRY <br />N, 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 1 Od NAILS @ 6" O.C. <br />STAGGERED A <br />STAGGERED <br />—M TRANSOM FRAMING <br />0 0 BEYOND. <br />----- - <br />PLYWOOD FASTENED TO TRUSSES <br />""—WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />& 8" O/C FIELD <br />SIMPSON SP4 w/ (6) 1 Od x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE —PLYWOOD <br />SP8 FOR 2X8 WALL) SHEATHING <br />SIMPSON SP2w/(12) 10d NAILS MASCINRY­- <br />'X10" J-BOLTS @ 24" O.C. <br />SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW 5/8' <br />o <br />MAX. (MIN. (2) PER BOTTOM <br />4 11- <br />2X8 P.T. BOTTOM a <br />PLATE <br />5/8"X1 0" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <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. <br />C%j <br />C= <br />XA%%11111111111 <br />LE <br />W <br />4# <br />0 <br />N 0 750 <br />41Z <br />S. TA, -'E <br />�'k <br />ek q.. <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Enginse(3 signature and seal, <br />L6 <br />4 <br />— <br />01 <br />C14 1 - <br />0 <br />Be <br />0 <br />C� r- rZ yu <br />Clio CL <br />Gi <br />r- _-, '! <br />ML�u_ Ot <br />13 <br />_j 0 <br />0 <br />4;z wo 0'- <br />W <br />M";; C� <br />M -, <br />. < <br />LLL <br />co 0. <br />Cq Co< < <br />z <br />W <br />a <br />$ <br />< <br />13 <br />0 FS <br />C <br />+_j <br />- 1= <br />ro <br />U <br />2 -9 <br />0 <br />LU <br />U) <br />oil <br />0 <br />__j <br />U_ <br />g E <br />Vj <br />z 0 <br />' g <br />0 <br />E <br />I.Ca <br />CL <br />E <br />W 0: <br />� 0 <br />C'4 ru <br />t <br />C: <br />co <br />93 <br />81 <br />0 <br />" <br />W <br />CD <br /><� <br />10 <br />P <br />C:) <br />(0 <br />C <br />(0 <br />0 <br />> <br />0 <br />< <br />> <br />2 <br />0 <br />0 <br />CD <br />C: 00 <br />C <br />0 <br />E <br />LO <br />L_ <br />ca <br />r_.. <br />C14 <br />T_ <br />U") <br />0 <br />0'0 04 <br />Lf) <br />C) <br />00 <br />4) <br />E <br />04 <br />z <br />z <br />E C) <br />E <br />42) <br />'a <br />0 t <br />0 <br />_j <br />JOB <br />NO <br />21-2023 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S4 <br />