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CN <br />C� <br />7 <br />CN <br />rn <br />Lo <br />cc <br />C3 <br />t2 <br />11") <br />7 <br />t2 <br />I <br />PO <br />:2- <br />c14 <br />co <br />7 <br />47�41 <br />En <br />0 <br />CID <br />C> <br />ro <br />7 <br />LO <br />C14 <br />7 <br />P") <br />C14 <br />CN <br />00 <br />Cn <br />0 <br />-a:_- <br />C -1 <br />CD <br />CL <br />E <br />1�20 <br />0) <br />W <br />E <br />0 <br />CL <br />.2 <br />01 <br />_T <br />LZ <br />C141 <br />C=) <br />%i <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />(2) 2x HEADER TO SIT STANDARD 3" DIA. TEE <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER—\ ///—SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION <br />CONNECTION SCREW OFF CAP (3- DIA.) <br />FOR CLEAN -OUT <br />DEAD WOOD @ MID <br />POINT w/ (3) 12d MIN. EXTENSION FROM <br />TONEAILS SPACED EXTERIOR FACE OF BLOCK <br />DOUBLE 2x TOP EVENLY AAIAI 1 10 't ILAAVIIAHRA <br />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <br />.112" GYPSUM BOARD <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />PLATE INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR <br />WALL <br />FACE OF BLOCK WALL IS 2 1/4" 1 / � <br />2x BLOCKING @ EACH END W/ 10d @ <br />4"O.C. FROM EACH HEADER FACE <br />77/ TO BLOCKING <br />--�(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />vARIE6 O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <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 />TRUSS ABOVE <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 />STUD W/ (3) 1 Od NAI I, <br />S 'r� <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 />\—BLOCKING (TYP.) <br />\—ROOF <br />2x P.T. PLATE <br />TRUSS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"X16"K.O. BLOCK W/ 1 #5 CONT. <br />MOISTURE BARRIER <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL <br />DETAIL rF <br />CL_ <br />TO DRAIN <br />EXTERIOR <br />WALL CLEAN —OUT WALL <br />SCALE: N.T.S. <br />7 5/8" 8" 7 5/81, 8" 7 5/81, 8" <br />1STCOURSE 2ND COURSE I 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 COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />TYPICAL SECTION THRU WINDOW KB MASONRYLAYOUT K" D� <br />"4') SCALE: N.T.S. '\, �4 <br />KNOCK -OUT — <br />BLOCK W/ (1 ) #5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT 7 <br />i L 81/1 STD.qd'HOOK_/8"_II?EN <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />I <br />GREATER THAN 6'-O"WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />III <br />1111� <br />011 <br />M <br />L <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 />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 />SCALE: N.T.S. <br />WIDTH OF OPENING VARIES 41' <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 />_j <br />Uj <br />k4, > <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 />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />FOR CLARITY SEE DETAIL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />K/S4 <br />GARAGE ENTRY FORM DETAIL <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />_8x8x16 C.M.U. <br />GARAGE DOOR RACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />7, <br />0/5 <br />GENERAL NOTES <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SLOPE FORWARD <br />CONNECTION ASSEMBLY <br />FOR DRAINAGE <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />* <br />SCALE: N.T.S. <br />%Lo� 4 <br />4 <br />SEE PLAN FOR FOOTING <br />4OURED CONCRETE BASE FOR BOTTOM OF MOI INTING RASE <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SHED FORWARD THIS DRAWING. <br />SCALE: N.T.S. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />96 3/8" <br />88" <br />71" <br />58" <br />41" <br />34" <br />6 3/4" 10" <br />3112"- <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 8x8x1 6 BLOCK <br />.DOCR 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 />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />­­ 1­11 <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. �, �4 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2"x4"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 />V- 4' <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) 717;7. <br />(2) <br />(4) <br />( ) 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 />`­(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />\._(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />* EXTERIOR HEADERS: <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />9 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 />P.T. BOT. PLATE <br />BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. <br />GE <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 />12 <br />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 BARRIE�� <br />SIMPSON SP2 w/ (12) 1 Od <br />NAILS AT EACH STUD <br />TRUSS BOTTOM CHORD OR 2x4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />[BLOCKING W/ 2-16d TOE NAILS <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 />U.11 <br />0 <br />O/C FIELD <br />< <br />0- <br />2x TOP PLATE <br />co <br />\�2-16d <br />2X4 FIT 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 wl (8) 10dxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <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 />SPAN <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOF TRUSS <br />SEE AIS3 FOR <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />REINF. INFO. <br />PLATE TO CONCRETE <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />1 <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL--` H I <br />W/ STD. 90' 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 wl 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 />NAILS TOTAL) EA. SIDE OF <br />SPLICE -7 /_'� <br />if6,,, SPLICE STAGGERED <br />_10d @ 8" O/C <br />ATTACH ALL __/ _­1 -1 <br />EXTERIOR STUDS <br />W/ (4116d TOENAILS <br />TO YOP PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />I OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL r <br />TOP PLATE SPLICE DETAIL K"M_� <br />SCALE: N.T.S. �4 <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 — SP2 I (P <br />hi 4 1: 1-- <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL/"*'—j <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />SCALE: N.T.S. \\ �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 />t & NUT <br />DXIED A.T.R. <br />t & NUT <br />ROOFTRUSSABOVE <br />F 2X BLOCKING <br />INTO <br />---(2) 16d TOE NAILS <br />TRANSOM <br />1 Od NAILS @ 6" <br />EA. BLOCKING <br />TRANSOM FRAMING <br />FRAMING <br />STAGGERED <br />2X P.T. <br />SEE SECTION J/SS <br />PLATE <br />AND K/SS FOR <br />I <br />2X8 WALL ABOVE <br />ADDITIONAL DETAILS <br />L S <br />SIMPSON <br />ENTRY <br />Spi <br />K.O. BLOCK W/(1) <br />SIMPSON <br />SIMPSON-- <br />24" O.C. <br />RECESS <br />SP4 <br />SP4 <br />MAX <br />FILLED <br />LINTEL <br />5/8"X10" J-BOLTS <br />—2X P.T. PLATE <br />@ 2'-0" O.C. <br />MASONRY WALL <br />2X8 P.T. BOTTOM PrE <br />5/8"AO" "J" BOLT @ 24" O.C. MAX. <br />SIMPSON <br />SIMPSON C <br />(MIN. (2) PER BOTTOM PLATE) <br />SP4 <br />SP2 <br />SIMPSON <br />C <br />SP4 <br />1 Od NAILS @ 4" <br />_'_�STAGGERED <br />A <br />1 Od NAILS@ <br />6" O.C. <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />SIMPSON SP4 <br />SP4 <br />TRANSOM FRAMING <br />y BEYOND. <br />—PLYWOOD FASTENED TO TRUSSES o <br />WITH 8d COMMON WIRE NAILS @ 4' L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES 0 o SHEATHING <br />& 8"O/C FIELD <br />• SIMPSON SP4w/(6) 10dx 1 12" <br />(USE SP6 FOR 2X6 WALL, USE PLYWOOD <br />SP8 FOR 2X8 WALL) SHEATHING <br />• SIMPSON SP2w/(12) 10d NAILS MASONRY o <br />• SIMPSON SP1 w/(10) 10d NAILS WALL BELOW 0— 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN (21 PER BOTTOM <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"xl 0" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />PLATE) <br />o ALTERNATE: <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 <br />SCALE: N.T.S. <br />9" <br />co <br />C%A <br />LID <br />cc C-4 <br />LL. CL. <br />2 W <br />4=1 <br />cc <br />2 <br />cc <br />C14 <br />I=) <br />cli <br />C14 <br />I# <br />L E <br />N 0.. <br />No 87 <br />P <br />STATE OF <br />0 A, <br />;<,, <br />0 R I <br />0 <br />N A <br />"Iffillift, <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 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 />Engineers signature and seal. <br />W <br />111'. 8 E S C'A <br />10 <br />c-, C-1 � R - "' <br />04 - <br />6 � <br />- '20 . - <br />'r-O- r4. ZR '- L� <br />C14 CI CL LU <br />' '! <br />LL U_ <br />_j <br />0' <br />Z <br />it 1 C� co L�u <br />W < <br />z <br />z 0 0 Lu <br />Lf) cv) z <br />IL <br />L <br />a N .. < <br />z 0001311 <br />< <br />E3 <br />U) <br />0 <br />Q) E <br />4_j <br />0 LL' <br />Ln <br />V) <br />LLJ <br />E <br />4 <br />C'4 M <br />C�> <br />0z <br />- <br />z <br />z< <br />M <br />__j <br />LL_ <br />S <br />.0 <br />w . <br />M0 <br />1 <br />Zo <br />< <br />E 0 <br />y'. <br />'z <br />zo <br />0� <br />Q <br />'0 <br />W� <br />00 <br />DU <br />z <br />E <br />0< <br />-0, <br />10, a <br />�z <br />�z <br />U.7 <br />z� <br />M0 <br />0, <br />Z, <br />z <br />_j <br />�z <br /><W <br />< <br />Z� <br />z <br />A <br />CI), <br />< <br />S <br />ozi< <br />00 <br />04 <br />cc <br />0 <br />C'� <br />M <br />Co <br />LO <br />T_ <br />Cr -6 <br />C:> <br />50 <br />U) 2 <br />00 <br />4-d <br />4-0 <br />C%4 <br />0 <br />LO <br />ce) <br />LO <br />M <br />(0 04 <br />C:) <br />C) 04 <br />Lo <br />c.6 <br />E <br />04 <br />0 <br />M <br />z <br />E (D T_ <br />M <br />E <br />0 <br />0 < <br />JOB <br />NO: 23-13125-13130 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />