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3 <br />W <br />I <br />3 <br />LO <br />CN <br />J� <br />N <br />4 <br />V) <br />O <br />3 <br />a <br />N <br />O <br />a <br />E <br />02 <br />0 <br />i <br />a <br />0 <br />b <br />01 <br />N <br />N <br />N <br />IM <br />0 <br />N <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 FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION <br />CONNECTION SCREW OFF CAP (3" DIA.) <br />2x DEAD WOOD @ MID FOR CLEAN -OUT <br />POINT w/ (3)12d MIN. EXTENSION FROM <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 />7 5/8" 8" 7 5/8" 8" <br />SOLID AREAS ARE ❑ <br />7 5/8" 8" <br />DOUBLE 2x TOP TONEAILS SPACED STEEL AND GROUT <br />EXTERIOR FACE OF BLOCK .� - ❑ ❑ ❑ <br />EVENLY " WALL IS 1 1/2MAXIMUM <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 />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. SL� <br />12 SEE TYPICAL WALL SECTION <br />(�Yp) 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 />2xCLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />SIMPSON SP2 w/ (12)10d (3)1Old 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 />.'+ , <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW55 <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 FIELDU" <br />SIMPSON SP1 w/ (10)10d <br />NAILS AT EACH STUD BLOCKING (TYP.) <br />2x P.T. PLATE '--ROOFTRUSS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER <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 F <br />SCALE: N.T.S. Sl� <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 />-SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />DOOR OPENING - - DOOR OPENING TO DRAIN <br />EXTERIOR ❑ ❑ <br />WALL CLEAN -OUT A WALL ❑ ❑ ❑ <br />SCALE: N.T.S. �S4� 1 ❑ 1 ❑ <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 rD <br />S4 SCALE: N.T.S. 14 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 <br />r 1110 •. <br />. - •- • • <br />■■ <br />- <br />—�M <br />■ <br />IMI� <br />III <br />ICI <br />■ <br />'� <br />III-' <br />NOTES: <br />1O 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 />2U VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />0 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 />96 3/8" <br />88" <br />71" <br />58" <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />_j <br />7 <br />T <br />r 0 <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NO 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 GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />o �8x8x16 C.M.U. GARAGE DOOR-----, <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR _ <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />--TTRACK MOUNTING BRACKET <br />\ `GARAGE DOOR TRACK <br />SCALE: N.T.S. <br />° d O tl <br />POURfl RETE Be ' <br />__POURED CONCASE FOR BOTTOM OF MOUNTING B <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 />1 41" <br />34" <br />10" <br />6 3/4" <br />3 1/2"- <br />SF ��NpO� <br />�N <br />2x CRIPPLES @ —� <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />10d x 1 1/2" 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 8x8xl6 BLOCK <br />DOOR OPENING -Ct <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 />2x6P. <br />J-BOLT <br />TRACK <br />BRACKET <br />fOP <br />a <br />iARAGE <br />IOOR <br />uvvn r nn�.r� <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 rK <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 />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 />1 (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"x10" OR <br />GREATER HEADER <br />1 (2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />S4 (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER • EXTERIOR HEADERS: <br />ONLY (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 />2x STUDS TYP. <br />00 SIMPSON HTT4 TYP. <br />Op �R U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <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 />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />' <br />@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 />v <br />O/C FIELD <br />v g n <br />2x TOP PLATE <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 />= _ = <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) w/ MIN. 4" EMBEDMENTJL <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 />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 />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. 900 HOOK IN K.O. BLOCK <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 />. ' 98„SPLICE STAGGERED <br />N <br />ATTACH ALL -' �J <br />EXTERIOR STUDS <br />W/ / Y116d TOENAILS <br />UUP PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. S4 <br />F= 2240 LBS •7 <br />SIMPSON SIMPSON SIMPSON C <br />SP4 SP2 SIMPSON SP4 SP2 <br />2X STUDS @ 24" O.C. <br />/8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />2X P.T. <br />SECTION <br />PLATE <br />SP4 <br />SIMPSON <br />SP4 -� <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />\--NAILED <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />SIMPSON <br />SIMPSC <br />/' <br />/ LINTELS <br />SP4 <br />SP4 <br />SIMPSON <br />SP2 <br />..r <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />RECESS SP4 SON SP4 <br />LINTEL <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <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. 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 />IS (9335# SPF) <br />N. 8" <br />:'OXIED A.T.R. <br />I & NUT <br />OXIED A.T.R. <br />t&NUT <br />DXIED A.T.R. <br />t&NUT <br />ROOF TRUSS ABOVE <br />/- 2X BLOCKING <br />I I C <br />2X8 P.T. BOTTOM PII.ATE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />" <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 />@ T-0" O.C. <br />`MASONRY WALL <br />10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />❑ o o BEYOND. N <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES o rE SHEATHING <br />& 8" O/C FIELD <br />S4 <br />B <br />• SIMPSON SP4 w/ (6)10d x 1 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 />2X8 P.T. BOTTOM <br />PLATE <br />D <br />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 />en <br />cv <br />0 <br />N <br />sw <br />t� O <br />cy d <br />dE <br />� C-- <br />vQ <br />.L G m (� N —�� <br />N G 1.3- �. <br />m v U C= r <br />S N <br />3. <br />E <br />y <br />W. a <br />, > <br />3 <br />_°'�� <br />N C <br />C <br />m � <br />4 <br />,••;1,�111idlddd��Ao�, <br />o <br />C '� � <br />�� `P Y��. J <br />Uj <br />t;0\0 <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida 8uilding Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />h $ E <br />N <br />(n <br />ly) y cri V '� LL <br />C J LL <br />Z c <br />_ r g� <br />O <br />W �2°'(' m <br />"' r> Z 4CL G <br />,n N <br />OU <br />Z <br />W o0 <br />z <br />z $ <br />o� <br />V <br />—1 — <br />N <br />N <br />�Q) o LL <br />N <br />•U n <br />0 w g <br />N c Y <br />�NCn <br />_ <br />® <br />_� <br />1 ,; <br />-0 <br />Q N <br />vM <br />M <br />U_ <br />p <br />wo <br />a°® <br />>m <br />ap <br />o� <br />¢� <br />zE�a <br />rD � <br />oaz <br />WZ <br />0 U <br />Z � <br /><b <br />�w <br />c z <br />1Z <br />�o <br />W <br />to 3 <br />m <br />°9 <br />LL <br />az <br />NW <br />Tr <br />� <br />�'. <br />�i <br />0 <br />c <br />a <br />�Ui <br />o <br />ca <br />N <br />c <br />N <br />�. <br />CL <br />LO <br />�., <br />V J m � <br />N <br />4--+ 0 <br />Li i <br />LL <br />0 <br />LO <br />N <br />-0 m oCD <br />T <br />N <br />Lit <br />< M � <br />E <br />N <br />z° <br />z <br />y .- <br />c <br />a <br />E a1 <br />U ¢ p <br />JOB <br />NO : 23-00511 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />