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cN <br />C14 <br />r10 <br />LO <br />V) <br />r - <br />C) <br />0 <br />LO <br />r <br />L0 <br />C:) <br />C14 <br />1'4 <br />CN <br />c14 <br />0 <br />— <br />0 <br />-0 <br />r -I <br />9 <br />r- <br />LO <br />C=) <br />r -I <br />C:) <br />r- <br />LO <br />CD <br />t<2 <br />CL <br />c14 <br />E <br />on <br />E <br />0- <br />T 7 <br />C14 <br />C) <br />c-4 <br />r') <br />LO <br />43 <br />0 <br />0 <br />CL <br />c14 <br />C=) <br />LO <br />C) <br />_n <br />i� <br />0 <br />cu <br />(2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION <br />TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD <br />PLAN 12 TRUSSES @ 24" O/C <br />/—TYPICAL C.M.U. WALL (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE <br />1/2" MINIMUM CEMENT FINISH SCHEDULE) <br />'o <br />(2) 2x HEADER TO SIT DOUBLE 2"x4" S.P.F. TOP PLATE <br />3/4" FURRING STRIPS <br />2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 518" 8" 7 5/81, 8" 7/8" STUCCO FINISH PER ASTM <br />1/2" GYPSUM BOARD — <br />CONNECTION C. 926 APPLY 3 LAYERS W/ <br />SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER <br />FOR CLEAN -OUT @ 8" O.C. OR 4d <br />--2 METAL LATH. FIRST 2 LAYERS <br />PO I NT wl (3) 12d DRYWALL NAILS —SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER <br />x DEAD WOOD @ MID SOLID AREAS ARE <br />TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT STEEL AND GROUT 1/8" THICK OVER <br />DOUBLE 2x TOP EXTERIOR FACE OF BLOCK WATER <br />EVENLY F1 RESISTIVE BARRIER <br />PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8xl 6 BLOCK <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR SIMPSON SP2 w/ (12) 10d <br />WALL <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 />VARIE5 \_ <br />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 />PRE-ENGINEERED WOOD <br />SEE ELEV. <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <br />TOP PLATE <br />2x S. P. F. STU DS @ 16" 0. 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) 1 Od TOENAILS T&B <br />NAILS AT EACH STUD _j AS REQ'D <br />2x BLOCKING @ MID <br />-"'--POINT EVERY OTH <br />STUDW/(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 />SIMPSON SP1 w/ (110) 1 Od <br />EDGES & 8" O/C FIELD <br />W_' <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />— <br />W/ 8" EMBEDMENT <br />8"X8"X1 6" 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 />�--ROOFTRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />z <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />,CE OF BLOCK WALL IS 2 1/4" NAILS AT EACH STUD <br />DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS <br />TO DRAIN <br />FASTENED TO TRUSSES WITH 8d REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />F1 <br />EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING <br />WALL O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />WALL CLEAN -OUT <br />SCALE: N.T.S. FIT (2)2X4 PT STUDS UNDER HIP <br />1STCOURSE 2ND COURSE v 3RD COURSE CARRIER/GIRDER TRUSS <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 1 Odxl 1/2" IL <br />REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB <br />COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. IN KO BLOCK AT EA. STUD L <br />MAIN SPAN <br />7/ <br />ROOF TRUSS <br />MOISTURE BARRIER <br />TYPICAL SECTION THRU WINDIOW MASONRYLAYOUT D� UPLIFT CONNECTOR <br />SCALE: N.T.S. 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />1\�,S4 <br />AND FILLED W/ GROUT <br />KNOCK -OUT) .5 <br />BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT 7 <br />11 <br />�� <br />11 <br />11 <br />1� <br />- 4 7 <br />— <br />4 <br />STD. 9(f HOOK J8` <br />LINTEL BEAM W1 (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 />IT <br />_L__1_1 <br />IE <br />--- <br />RF-] <br />NOTES: <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 />0 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 BLOCK WALL ABOVE. <br />SCRAP MATERIAL--� <br />Cr <br />UJ <br />> <br />0 <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 />SED PROVIDED END <br />MATERIAL OR CONSTRUCTION METHOD MAY BE U <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />x6 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 />. BOTTOM OF MO__�_ <br />POURED CONCRETE BASE FOR UNTING B') <br />TO BE 2" ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />96 3/8" <br />88" <br />71" <br />58 <br />41 <br />34" <br />1 U, <br />3 1/2"- <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.0 . <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90' HOOK IN K.O. BLOCK <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 ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN, <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />WALL PIPE OR DUCT W/ PENETRATION THRU TOP PLATE wl MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />DOOR STOP PSPN516Z w/ (12) 16d NAILS <br />MOLDING <br />Q TOP 2 ROWS 1 Od @ 3" O.C. (14 <br />2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF <br />—GARAGE <br />4,9,, SPLICE STAGGERED <br />DOOR <br />J-BOLT <br />TRACK <br />BRACKET <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 />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 />T-1 6' <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"xl 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER 0 EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />0 OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 1 Od x 1 1/2" 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 DETA <br />rQ_"'� <br />IL <br />SCALE: N.T.S. � �4 <br />SIMPSON <br />SIMPSON <br />SP2 <br />SP4 <br />2X STUDS @ 24" 0. C. <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TO TOP PLATE <br />1 1___1 <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 rM <br />SCALE: N.T.S. �4 <br />F= 2240 LBS <br />3IMPSON <br />SIMPSON SP4 SP2 <br />\x U <br />P.T. <br />ATE <br />TRANSOM FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />SIMPSON SIMPSON <br />SP4 SP2 1 <br />I. - <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP4 <br />INTO <br />TRANSOM <br />FRAMING <br />SP4 <br />SIMPSON <br />SIMPSON <br />Spi <br />SP4 <br />SIMPSC <br />[BTRUSS BOTTOM CHORD OR 2x4 <br />LOCKING W/ 2-16d TOE NAILS <br />EACH END <br />LU <br />< <br />2x TOP PLAT CO <br />\�2-16d NAILS @ 24" O.C. OR <br />E —// <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />v <br />O.C. MAX. <br />ROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />FP <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE AJS3 FOR, <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL/' j <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 />SCALE: N.T.S. <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />3 (4565# SPF) <br />3 (5645# SPF) <br />33 (6970# SPF) <br />)S (9335# SPF) <br />IN. 8" <br />PDXIED A.T.R. <br />& NUT <br />'OXIED A.T.R. <br />1 & NUT <br />OXIED A.T.R. <br />I & NUT <br />2X8 P.T. BOTTOM PrTE <br />5/8"x`10" "J" BOLT @ 24" 0 C MAX <br />C (MIN. (2) PER BOTTOM PLAT <br />SIMPSON C <br />SP4 <br />, .. <br />1 " <br />ROOFTRUSSABOVE <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 />MASONRY WALL <br />@ <br />._'s : - 10d NAILS @ 6" O.C. <br />STAGGERED A <br />STAGGERED <br />h A <br />0 0 TRANSOM FRAMING <br />BEYOND. <br />N N <br />PLYWOOD FASTENED TO TRUSSES <br />_,,`�WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />OIC BOUNDARIES 6" OIC EDGES 0 SHEATHING <br />& 8" O/C FIELD <br />L <br />SIMPSON SP4 w/ (6) 1 Od x 1 12" <br />(USE SPIS FOR 2x6 WALL, USE '—PLYWOOD <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />SIMPSON SP2 wl (12) 10d NAILS MASONRY -- <br />I <br />SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX <br />(MIN <br />(2) PER BOTTOM <br />2X8 P.T. BOTTOM <br />PLATE <br />;:_:� �\ T <br />UU 5/8"X10" "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 R� <br />REV. 06.24.22 <br />SCALE: N.T.S.' <br />C= <br />A? <br />-Ar <br />CD 0 <br />> LU <br />CD j <br />>< <br />Cc C= <br />Cn CN <br />E ff <br />­r <br />�9 cc <br />W = <br />W <br />E <br />7*", <br />\AZ) <br />tr; <br />U <br />(:,v <br />FLU <br />4� <br />IN <br />010HI11" <br />To the best of the Engineer's 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. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal, <br />W <br />'MAEk 1- <br />4 <br />8 E S <br />s .0. <br />0) <br />S <br />0 <br />C,4 Cr- LL Lu Lu <br />a- <br />LL Z - z <br />-6;, <br />=01 <br />2 <br />W <br />z <br />=3 C� <br />0 z <br />U) <br />�0 O� 0 <br />LO z < 0 <br />0 (0 <br />< <br />z <br />W <br />< <br />a- <br />C9 <br />0 <br />V) <br />un <br />U) <br />(C <br />7jE <br />U 6 <br />< <br />19 <br />< <br />2 <br />U_ <br />E <br />— <br />0 <br />E 0 <br />FT (d <br />CL <br />00 <br />0. <br />23 E <br />Co <br />10 <br />01 <br />�2 <br />0 <br />.1 <br />i� <br />0 <br />C) <br />1, <br />0, <br />z <br />z0 <br />3: <br /><< <br />0 <br />'00;� <br />Fn <br />a) <br />> 00 <br />:1 <br />a) <br />U <br />E2 <br />(a <br />C`4 <br />(D <br />Co <br />(3) <br />F- <br />L_ <br />a) <br />C�4 <br />c1r) <br />co <br />T_ <br />LO <br />V_ <br />T <br />CL <br />E <br />I --- I <br />a- . . <br />60 <br />- 0 <br />U) <br />co <br />CF) <br />CY) <br />4_j <br />M <br />CV) <br />C%4 <br />0 <br />Q0 <br />L0 <br />C? cy) <br />U-) <br />.0 <br />C:) <br />CN <br />CV) <br />4) <br />E <br />Z, <br />CY) <br />LO <br />0 <br />CU <br />z <br />E <br />to <br />CU <br />IL <br />E <br />0 0 <br />0 _j <br />2 6 <br />'a - <br />_0 Co <br />< 0 <br />a) <br />_j <br />JOB <br />NO 23-05707-05 712 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S4 <br />