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LO <br />LO <br />CN <br />!;2 <br />0 <br />in <br />-9 <br />M <br />i� <br />C�o <br />:Q <br />;4F <br />ig- <br />C, <br />t', <br />E <br />E <br />r <br />in <br />CD <br />E2 <br />-0 <br />2 <br />20 <br />2 <br />31 <br />C*4 <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN 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 />FOR CLEAN -OUT <br />---2x DEADWOOD@ MID <br />POINT w/ (3) 12d <br />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 5/81, 8" 75/81, 8" <br />-SOLIDVAREAS ARE <br />TONEAILS SPACED <br />STEELAND GROUT <br />EXTERIOR FACE OF BLOCK <br />DOUBLE 2x TOP EVENLY <br />PLATE WALL IS 1 1/2" MAXIMUM 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/ 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 />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 />TRUSS ABOVE <br />2x CLOSURE WALL W1 <br />STUDS @ 16" O.C. W/ <br />SIMPSON SP2 W/ (12) 10d <br />(3) 10d TOENAILS T&B <br />NAILS AT EACH STUD <br />I AS REQ'D <br />2x BLOCKING @ MID <br />-is F�-� POINT EVERY OTHER <br />STUD W/ (3) 10d NAIILIS,.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 />__1 <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"Xl 6" 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. HOOK IN K.O. BLOCK <br />90A <br />KNEE WALL ABOVE MASONRY WALL <br />DETAIL rF <br />7 5/81, 8" <br />—1 FF <br />(t—F DOOR OPENING Fm —�] DOOR OPENING <br />TO DRAIN <br />EXTERIO <br />WALL <br />WALL CLEAN —OUT <br />n <br />SCALE: N.T.S. 11 <br />1\ �, v <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 COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />rD <br />TYPICAL SECTION THRU WINDOW KB MASONRYLAYOUT <br />SCALE: N.T.S. � �4 <br />KNOCK OUT — <br />NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1 <br />FOR CONCRETE PLACEMENT <br />\ 7 <br />Von <br />MEN <br />11 <br />IN <br />MEN <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 />(D 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 />SCALE: N.T.S. <br />1\ �4 <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 />LU <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 />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 TRACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />GENERALNOTES <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 />I <br />SCALE: N.T.S. <br />,/'4 <br />SEE PLAN FOR FOOTING <br />-.,"POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING R E <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 />rp <br />SHED FORWARD THIS DRAWING. <br />SCALE: N.T.S. <br />� �4 <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />96 3/8" <br />88" <br />71" <br />58" <br />41" <br />34" <br />10.1 <br />6 3/4" <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.O.) <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8xl6 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 />FOP <br />iARAGE <br />iOOR <br />uw�IA <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 />40 <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-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"xlO" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />\—(l) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER 9 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) 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 WITHOUT UPLIFT <br />WALL HEADER DETA <br />IL rQ <br />SCALE: N.T.S. <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 WATE <br />RESISTIVE BARRN� <br />SIMPSON SP2 w/ (12) 10d <br />r. <br />NAILS AT EACH STUD <br />RUSS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />LB'LOCKING <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 />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) 10dxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOF TRUSS <br />SEE A/S3 FOR <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />REINF. INFO. <br />PLATE TO CONCRETE <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. 90' HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL /0' <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 <br />2 ROWS 1 Od @ 3" O.C. (14 <br />SPLICE -7 NAILS TOTAL) EA. SIDE OF <br />SPLICE STAGGERED <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ (4116d TOENAILS <br />TO YOP PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />. . .... <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 SP2 ] <br />SP4 <br />I <br />2X STUDS @ 24" O.C. <br />A <br />r LT <br />518"x`10" "J" BO <br />24 MAX. <br />O-CiR <br />. '�2) P <br />MIN <br />BOTTOM PLATE <br />SECTION k2X P.T. <br />X-� PLATE <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION ANS1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />SIMPSON <br />SP4 <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 />SPI <br />SIMPSON <br />SIMPSON <br />RECESS <br />SP4 <br />SP4 <br />LINTEL <br />SIMPSON <br />SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />SP4 <br />r SIMPSON <br />SP4 <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL/00"i <br />SCALE: N.T.S. <br />1.,,14� <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 />DOXIEDA.T.R. <br />t & NUT <br />'OXIED A.T.R. <br />t & NUT <br />3XIED A.T.R. <br />t & NUT <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 />2X8 P.T. BOTTOM PrE"� <br />5/8"x`10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />C <br />SIMPSON <br />SP4 <br />. . . . . . <br />- <br />ROOFTRUSSABOVE <br />F 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"XlO"J-BOLTS <br />O.C. <br />@ 2-0 <br />-MASONRY WALL <br />10d NAILS @ 4 <br />- 10d NAILS @ 6" O.C. <br />STAGGERED A <br />STAGGERED <br />0 0 TRANSOM FRAMING <br />N BEYOND. <br />- - - - - - - <br />-PLYWOOD FASTENED TO TRUSSES L PLYWOOD <br />WITH 8d COMMON WIRE NAILS @ 4" <br />OIC BOUNDARIES 6" OIC EDGES SHEATHING <br />10 <br />& 8" O/C FIELD <br />L ll s <br />SIMPSON SP4 w/ (6) 1 Od x 1 12" <br />(USE SP6 FOR 2X6 WALL, USE —PLYWOOD <br />SP8 FOR 2X8 WALL) 0 SHEATHING <br />SIMPSON SP2 w/ (12) 10d NAILS MASONR I <br />Y_ 0 <br />SIMPSON SP1 w/ (10) 1 Gd NAILS WALL BELOW 0- 518"Xl 0" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTOM <br />PLATE <br />I <br />5/8"xlO" "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 <br />REV. 06.24.22 <br />SCALE: N.T.S. <br />Z., Lu <br />cc c-, vl� <br />C C-4 <br />411- am > < <br />c <br />in cc C= <br />-z; _= g -% <br />in W C�4 <br />C> <br />C14 <br />L E" <br />1D. c <br />[10 P--8750 <br />S <br />0 TA T 17 0 F <br />0 <br />% <br />o <br />N A,%, <br />'11:1111% <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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