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Pj <br />P-0 <br />cq <br />CID <br />C14 <br />P <br />In <br />LO <br />UT <br />CID <br />19 <br />LO <br />42 <br />9 <br />x <br />E_ <br />E <br />�2 <br />E <br />-i <br />8 <br />51L <br />d: <br />H <br />0 <br />:9 <br />0 <br />3 <br />-2 <br />Lz <br />Cl <br />C <br />C9 <br />'12;_ <br />CD <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 />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 />EXTERIOR FACE OF BLOCK <br />EVENLY <br />WALL IS 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 />W1 DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />PLATE <br />INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR <br />WALL <br />FACE OF BLOCK WALL IS 2 1/4" <br />2x BLOCKING @ EACH END W/ 1 Od @ <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. <br />11 12 <br />SEE TYPICAL WALL SECTION <br />(TYP) 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. STU DS @ 16" 0. C. <br />SINGLE 2x CONT. TOP <br />PLATE W/ (2) 12d INTO <br />TRUSSABOVE <br />— <br />2x CLOSURE WALL W/ <br />STUDS @ 16' O.C. W1 <br />SIMPSON SP2 W/ (12) 10d <br />(3) 10d TOENAILS T&B <br />NAILS AT EACH STUD <br />_L4 I AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />>---"—STUD <br />W/ (3) 10d NAI S 'r� <br />[ 7 I, <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) 10d <br />J1 'N <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"Xl 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 />GENERAL NOTES <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 />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />CL <br />TO DRAIN <br />EXTERIOR <br />rA WALL <br />WALL CLEAN -OUT <br />SCALE: N.T.S. <br />7 5/8" 8" 7 5/81, 8" 7 5/8" 8" <br />SOLID AREAS ARE <br />STEELAND GROUT <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 BARRIER�� <br />L <br />x <br />x <br />L <br />K <br />SIMPSON SP2 w/ (12) 1 Od <br />I0 NAILS AT EACH STUD <br />-.1 I/T <br />--I F67 --- <br />-DOOR OPENING — rm E DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS <br />REQUIRED <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" BLOCKING <br />O/C FIELD <br />2X4 FIT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />v <br />CARRIER/GIRDER TRUSS <br />1STCOURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT <br />(2� <br />SCALE: N.T.S. �' �4 <br />SIMPSON HETA20 w/ (8) 1 0dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />IN KO BLOCK AT EA. STUD <br />AB <br />MOISTURE BARRIER <br />T <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED W/ GROUT <br />— <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW (B <br />Z <br />L MAIN SPAN <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />KNOCK OUT — <br />BLOCK _W/ (1) #5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />- <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 />G <br />S4 <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 112" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />_j <br />Uj <br />> <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />_ RECEIVE GARAGE DOOR AND TO ALLOW <br />IM <br />2X4 (NOM-) <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 />SCALE: N.T.S. <br />8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />1 ....... 7, <br />I <br />GARAGE DOOR ROLLER <br />ARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />4 <br />SCALE: N.T.S, <br />POURED CONCREfE BASE FOR 7BO-FTOM OF MOUN <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGEFLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />0 <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 />1 Od NAILS@ 8" <br />O/C TYP. <br />DOUBLE 2x — <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />1 #5 VERT. IN CONC. FILLED CELL ----I <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 />SCALE: N.T.S. <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 />-WWII I <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 />�4 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />0 PENING <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 />V-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 />91 -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 />PLAN NOTES FOR <br />SEE FLOOR <br />REQUIRED CONNECTION <br />V EIR 'J' <br />T T <br />No RE <br />WITHOI <br />SEE FL( <br />REQUIS <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />-ROWS 12d NAILS STAGGERED <br />3 <br />@ 12" 0 C FOR 2"xl 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />e INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W1 (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 wl SIMPSON <br />LS30 wl (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 WITHOUT UPLIFT <br />WALL HEADER 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 NAILS TOTAL) EA. SIDE OF <br />GE <br />4&,, SPLICE STAGGERED <br />"Z"N <br />'_ 'J" LU" ' W' '­�TE IDTH <br />THAN. 0 OF( TOPP <br />"o <br />PSPN'1 6Z W' 12) 16d NAILS <br />Top 2 R <br />SPLICE NA <br />6"4 SP <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ 16d TOENAILS <br />TOY6PPLATE <br />NOTE: <br />r Dc BOTTOM SPLIC <br />PLATE LENGTHS MUS1 1.1, <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. <br />�4 <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON <br />SP2 SIMPSON SP4 <br />SP4 SP2 <br />I Q <br />C. <br />2X STUDS @ 24" 0. <br />FLZ/8"x10­J" BOLT <br />24 C,,MAX. <br />0 P <br />';2 <br />' ('0 <br />MIN . <br />BOTTOM PLATE <br />/-2X P.T. <br />SECTION <br />A PLATE <br />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />—RECESS <br />LINTEL <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION J/SS <br />)S <br />AND K/SS FOR <br />IL <br />ADDITIONAL DETAILS <br />SIMPSON <br />Spi <br />SIMPSON <br />SIMPSC <br />RECESS <br />SP4 <br />SP4 <br />/ LINTEL <br />SIMPSON SIMPSON <br />SP4 SP2 <br />I KI )..I <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSbN <br />sP4 <br />SIMPSON <br />SP4 <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />2x TOP PLATE <br />Cl) <br />V2-16d <br />NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />FSTAGGERED <br />FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL/**�j <br />SCALE: N.T.S. <br />�4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />3 ) (4565# SPF) <br />3 ) (5645# SPF) <br />(6970# SPF) <br />)S (9335# S PF) <br />IN. 8" <br />PDXIED A.T.R. <br />I&NUT <br />'OXIEDA.T.R. <br />I & NUT <br />OXIED A.T.R. <br />1 & NUT <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />1 Od NAILS @ 6" <br />STAGGERED <br />1z' <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />2X8 P.T. BOTTOM PrTE <br />1 <br />_T_ <br />\-5/8"X10" "J" BOLT @ 24 O.C. MAX. <br />C (MIN. (2) PER BOTTOM"PLATE) <br />SIMPSON C <br />SP4 <br />IF <br />r_rT4rM <br />" <br />ROOFTRUSSABOVE <br />/_ 2X BLOCKING <br />- (2) 16d TOE NAILS <br />EA. BLOCKING <br />'2X8 WALL ABOVE <br />ENTRY <br />K.0, BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2'-0' O.C. <br />-MASONRY WALL <br />1 Od NAILS @ 4 <br />1 Od NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />0 TRANSOM FRAMING <br />0 <br />BEYOND. <br />PLYWOOD FASTENED TO TRUSSES <br />_.'___�WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES 10 SHEATHING <br />& 8" O/C FIELD <br />L <br />e SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE —PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />o SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />9 SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. 60tTOM <br />PLAT E <br />5/8"X10""J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER 6OtTOM PLATE) <br />o 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 />qV3 <br />ze <br />_�vl <br />CIIIIIIII * <br />CL r� cz <br />Cc <br />L4- <br />.!2 Cc C= <br />X4 _= <br />— <br />CZ4 cc <br />at: -e W <br />071, C, <br />= W <br />=.w CU <br />Cj <br />1= W = cn <br />'\\ I III <br />'t 1111vikloof" <br />"\%\ % 'ap'01 /V <br />7 <br />C% <br />r <br />0 <br />j <br />'qz" <br />4Q t— <br />4kp <br />IF S S 10 <br />%%oof <br />I <br />To the best of the Engineer's knowledge, Information and bell ef, <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 ZS E <br />.4 "'8 <br />5 6. <br />0 C-00 a., <br />(Do r"') rZ Va 53 <br />Cq 0 % <br />cr) <br />44 C u;- u'j <br />.5 <br />Z m cr- <br />= a , - <br />a -- 2 9 <br />W '5 M C14 G 0 <br />2 rl- F, 2 <br />T <br />W CS . 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