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UJI <br />M <br />2 <br />CN <br />? <br />S <br />E <br />0 <br />Ca <br />'9 <br />C�4 <br />00 <br />0 <br />C14 <br />LU <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 @ M I D <br />FOR CLEAN -OUT <br />POINT w/ (3) 12d <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EVENLY <br />EXTERIOR FACE OF BLOCK <br />I " <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 />PIE INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR <br />WALL <br />" <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) 1 Od @ 8" <br />I\-- <br />VAIRIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. � �4 <br />12 <br />SEE TYPICAL WALL SECTION <br />(TYP) <br />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. 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) 10d TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />+ <br />=,--,POINT EVERY OT HER <br />STUD W/ (3) 10d NAILS <br />CRICKET AS REQUIRED <br />+ <br />SINGLE 2x CONT. BASE <br />A <br />PLATE W/ (2) 16d TO <br />555 <br />TRUSS BELOW <br />1/2" EXTERIOR GRADE SHEATHING -­' �; - r_- <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 />UIL <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 />KIS4 <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 />�--ROOF TRUSS <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE BARRIER <br />SCALE: N.T.S. <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 <br />5 <br />GL <br />TO DRAIN <br />EXTERIOR <br />WALL <br />WALL CLEAN —OUT A <br />SCALE: N.T.S. �4 <br />7 5/8" 8" 7 5/81, 8" 7 5/81, 8" <br />1 ST COURSE 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 COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW ( �B MASONRYLAYOUT rD <br />� �4 SCALE: N.T.S. 1\ �4 <br />KNOCK -OUT — <br />NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 <br />011RUE1111 <br />11 <br />I <br />NOTES: <br />0 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 />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />BLOCK WALL ABOVE. <br />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR <br />SCRAP MATERIAL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <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 />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />GARAGE ENTRY FORM DETAIL <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 />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />Z4 <br />POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />FOR GARAGE DOOR AND WATER <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />96 3/8" <br />88" <br />71" <br />58" <br />41" <br />34" <br />101, <br />0 all+ <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 />I 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 8x8x16 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 />2x6P. <br />J-BOLT <br />TRACK <br />BRACKET <br />rop <br />iARAGE <br />0OR <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*��K <br />SCALE: N.T.S. <br />, �4 <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 />1-41 <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 />NOT REQUIRED @ BEARING WALLS NOTED <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />WITHOUT UPLIFT <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />I <br />@ 12" OIC EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />I <br />@ 12" O/C FOR 2"xl 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />t/000 INTERIOR HEADER: <br />�4 \_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER a 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 <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL <br />(*"Q <br />SCALE: N.T.S. <br />12 <br />(TYP.) SEE ELEV. <br />I <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 ---,---,--'--I <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />RUSS BOTTOM CHORD OR 2x4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />EBLOCKING W/ 2-16d TOE NAILS <br />(a 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 />LOCKING <br />UJI <br />O/C FIELD <br />2x TOP PLAT E-/ <br />2X4 PT STUDS @ 16" O.C. <br />_HIP <br />2-16d NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER <br />EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8) 1 Odxl 1/2" <br />I <br />-A <br />j <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />LMAINSPAN <br />O.C. MAX, <br />ROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />I <br />MOISTURE BARRIER <br />ROOFTRUSS <br />SEE A/S3 FOR <br />\ <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />I <br />REINF. INFO. <br />PLATE TO CONCRETE <br />8"X8"X1 6" 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 1 Od @ 3- O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />48. SPLICE STAGGERED <br />NA <br />Spi <br />10d @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ Y816d TOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <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 - r_� \x <br />2X STUDS @ 24" O.C.. <br />-5/8'�X`10" "J" BOLT <br />@ 24- O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />/-2X P.T. <br />SECTION <br />J4 PLATE <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 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 />S IMPSON <br />Spi <br />SIMPSC <br />RECESS <br />/SIMPSON <br />SP4 <br />SP4 <br />LINTEL <br />- <br />SIMPSON <br />SP2 <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />S <br />IMPSON <br />Spi <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP4 <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL/�j <br />SCALE: N.T.S. <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 />DXIEDA.T.R. <br />t & NUT <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />1 Od NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />2X8 P.T. BOTTOM P�TE <br />\-5/8"00" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />" <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"X10" J-BOLTS <br />@ 7-0" O.C. <br />MASONRY WALL <br />1 Old NAILS@ 4 <br />- 10d NAILS @ 6" O.C. <br />Q STAGGERED A <br />STAGGERED <br />2X8 P.T. BOTTOM <br />PLATE <br />I I <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />/ 0 0 TRANSOM FRAMING <br />BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" LPLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES 10 <br />t E SHEATHING <br />& 8" O/C FIELD <br />'\ �4 <br />I <br />9 SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE —PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />a SIMPSON SP2 w/ (12) 10d NAILS MASONRY­- <br />5/8"X1 0" J-BOLTS @ 24" O.C. <br />a SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW <br />MAX. (MIN. (2) PER BOTTOM <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 SCALE: N.T.S. S4 <br />C%4 <br />M <br />L� Ctcc <br />C= <br />M) C14 <br />V) C= eq <br />C._j <br />2 <br />=_ <br />E <br />lx= <br />0-5 <br />1"� <br />E <br />M <br />C-1,31 <br />co <br />"c <br />0 <br />ST <br />S A; <br />OF <br />P, , <br />- - -, , <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 <br />Florida Building 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 />'cr E 8 <br />C) r-- <br />C') 8 C-, <br />Lo <br />� 0 R <br />0 <br />- Lu <br />1* <br />.4 <br />j3 <br />C'j 0 <br />- _- '. - 0- <br />- '7� 1 W <br />M LL U_ <br />_j <br />z <br />0 M <br />"; 0 <br />iM8 <br />L, C� M ui <br />I - < <br />z <br />T r L;u <br />0 <br />U) Z� 0 <br />z 0 <br />iW <br />Cl) <br />6 < 171 <br />z <br />W <br />CD <br />Co <br />C) <br />V <br />C, <br />M <br />-g <br />C!) <br />4-J <br />M <br />W 0 <br />Ln <br />LU <br />V) <br />ro <br />E <br />l5 <br />.I <br />0 <br />ass <br />0! <br />__j <br />U_ <br />g E <br />E 0 <br />0 <br />so <br />U <br />C', <br />E31 E <br />5", <br />Su <br />0 <br />, a� <br />" < <br />z <br />z <br />C: <br />" <br />jj <br />0 <br />Z <br />z <br />Mi <br />, �s <br />10 <br />8 <br />z <br />zo <br />W <br />co <br />�0 <br />0 <br />�t <br />n <br />2 C) <br />In <br />>� LO <br />0 <br />M <br />0 <br />U') <br />CO LO <br />0 <br />CN <br />0. <br />LO <br />CT . <br />-6 <br />0 <br />0 <br />U) .2 <br />Co <br />4-0 <br />0 <br />L0 <br />4-J <br />0 <br />LL <br />C) <br />CN <br />co C) <br />U) <br />00 04 <br />00 <br />00 <br />E <br />LO <br />r- <br />CD ce) <br />0 <br />z <br />E 0 <br />E <br />0 Z <br />< 0 . <br />C <br />_j <br />JOB <br />NO: <br />23-02469 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S4 <br />