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1 1 r t i i <br />(2) 2x6 OR (2) 2x8 <br />SEE TYPICAL WALL SECTION <br />TOP PLATE SEE <br />I <br />VENT OR 2ND FLOOR <br />12 <br />PRE-ENGINEERED WOOD <br />PLAN <br />TRUSSES @ 24" O/C <br />1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL <br />(TYP) SEE ELEV. <br />UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE <br />STANDARD 3" DIA. TEE 3/4" FURRING STRIPS <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD <br />7 5/8" 8" <br />7 5/8" 8" <br />7 5/8" 8" <br />7/8" STUCCO FINISH PER ASTM C. <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS <br />926 APPLY 3 LAYERS W/ TOTAL <br />2x DEAD WOOD @MID <br />FOR CLEAN -OUT @ 8" O.C. OR 4d <br />THICKNESS 7/8" OVER METAL <br />LATH. FIRST 2 LAYERS 3/8" THICK <br />POINT w/ 3 12d <br />() <br />DRYWALL NAILS <br />MIN. EXTENSION FROM <br />SOLID AREAS ARE ❑ <br />SOLID AREAS ARE <br />EACH. 3RD LAYER 1/8"THICK. <br />DOUBLE 2x TOP LS SPACED <br />EVENLY <br />EVENLY <br />EXTERIOR FACE OF BLOCK <br />❑ <br />STEEL AND GROUT ❑ <br />❑ STEEL AND GROUT <br />CRICKET AS REQUIRED <br />PLATE <br />HEADER FLUSH TO OUTSIDE OPTION <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 21/4" <br />INTERIOR ❑ <br />WALL <br />❑ <br />❑ FULL 8x8x16 BLOCK <br />SIM SON SP2 w/ (12)10d <br />NAILIS AT EACH STUD <br />TRUSS BOTTOM CHORD OR 2x4 <br />TO DRAIN <br />G <br />DOOR OPENING <br />DOOR OPENING DOOR OPENING � <br />1/2" EXTERIOR GRADE SHEATHING@EACH <br />BLOCKING W/ 2-16d TOE NAILS <br />END <br />_ <br />FASTENED TO TRUSSES WITH 8d <br />x BLOCKING @ EACH END W/ 10d @ <br />J� ❑ <br />❑ <br />COMMON WIRE NAILS @ 4" O/C <br />" O.C. FROM EACH HEADER FACE <br />EXTERIOR J <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING ) <br />LU <br />O BLOCKING <br />r[4 <br />WALL CLEAN -OUT <br />WALL ❑ <br />❑ <br />❑ <br />O/C FIELD <br />�_ z(2) <br />2x HEADERA <br />2x TOP PLATE <br />PER PLAN <br />SCALE: N.T.S. S4 <br />❑ <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 />2x BOTTOM PLATE W/ (1)10d @ 8" <br />1ST COARSE <br />2ND COARSE <br />3RD COARSE <br />CARRIERIGIRDER TRUSS <br />= _ _ <br />CHORD OR BLOCKING <br />VARIESO.C. TO EACH HEADER FACE <br />MASON TO LAY BLOCK <br />AS SHOWN ABOVE. EVERY COARSE <br />MUST BE BONDED TO THE <br />SIMPSON HETA20 w/ 8 10dx1 1/2" <br />2x STUD @ 24" <br />REFER TO WINDOW PRODUCT APPROVAL <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" <br />DOORJAMB WALL IS TO BE <br />NAILS AT EA. TRUSS VERTICAL WEB <br />O.C. MAX. <br />SHEETS FOR INSTALLATION INFORMATION BY <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />I L <br />PROVIDE P.A.F. NAILS OR <br />2 x 6 (MIN.) FRAME <br />MANUFACTURER. <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />2x P.T. PLATE EQUAL @ 12" O.C. <br />WALL HEADER DETAIL <br />TYPICAL SECTION THRU WINDOW B <br />MASONRY LAYOUT D <br />MOISTURE BARRIER <br />ROOF TRUSS <br />SEE A/S3 FOR STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />REINF. INFO. PLATE TO CONCRETE <br />S4 <br />SCALE: N.T.S. S4, <br />SCALE: N.T.S. S4 <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />° <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />d ° <br />12 SEE TYPICAL WALL SECTION <br />(TYp) SEE ELEV. <br />PRE-ENGINEERED WOOD <br />W/ STD. 90° HOOK IN K.O. BLOCK <br />TYPICAL INTERIOR NON- <br />TRUSSES @ 24" O/C <br />VERTICAL JAM <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E <br />BEARING WOOD FRAME WALL j <br />UPLIFT CONNECTOR <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />(SEE SCHEDULE) <br />0 B E 2 4 SPF #2 <br />KNOCK OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK w/ (1) #5 ] <br />FOR CONCRETE PLACEMENT / <br />96 3/8° <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />SCALE: N.T.S. S4 <br />SCALE: N.T.S. S4 <br />D U L x <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 (3)10d 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 />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <br />tttttttt� <br />ttttttttttttttt� <br />�� <br />� <br />� ��,� <br />� <br />�� <br />._■ <br />rSTD.., .. - <br />•III <br />:. OPENINGS - - .. •• <br />FILLED CELL W1 (1) <br />SEE •'.•-LOCATION�VERTICIIIII <br />.■ <br />■fll <br />�IIII <br />IIII_ <br />Milli:NEI <br />IIII_� <br />—11Ii <br />■�I�� <br />III■_ <br />�IIII <br />IIII� <br />x <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />88" <br />NOT TRANSFER LOAD. <br />_ <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />2"x BUILT-UP COLUMN SOLID MEMBER OR <br />° WALL <br />a d d <br />° <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />P.L. 1,8E Fb=2400 PSI (AS PER PLANS) <br />a DOOR STOP <br />PSPN516Z w/ (12)16d NAILS <br />71" <br />° <br />d d MOLDING <br />TOP 2 ROWS 10d @ 3" (14 <br />O.C. <br />° o ° • HTT4 wl (18)10d NAILS (3610# SPF) <br />— <br />2 x 6 P.T. GARAGE <br />SPLICE E OF <br />° o • HTT5 w/ (26)10d NAILS (4670# SPF) <br />58" <br />DOOR <br />4 , SPLICE STAGG RED <br />8 <br />° , • DTT2Z w/ (8)1/4" x 11/2" SDS (1835# SPF) <br />° <br />— <br />tij� <br />• N. <br />o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) <br />° <br />° <br />• HDU4-SD52.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) <br />41' <br />J-BOLT <br />i 14/� <br />_ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) <br />— <br />TRACK <br />� <br />• HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) <br />34" <br />BRACKET <br />" <br />�' OAS 10d @ 8 0/C <br />• HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) <br />_ <br />T <br />�NC�c <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />A <br />EMBEDMENT w/ WASHER & NUT <br />ATTACH ALL <br />9 • FOR DTT2Z USE 1/2"DIA. x 12" EPDXIED <br />10" <br />DOOR TRACK <br />W/MOUNTING ANGLE <br />EXTERIORSTUDS <br />1g0 )AILS <br />A.T.R. MIN. 8"EMBEDMENT w/ WASHER & <br />— <br />6 3/4" <br />T/TOP PLATE <br />NUT <br />31 /2" <br />— <br />• FOR HDU8 USE 7/8" DIA 12" EPDXIED A T R <br />NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: " IN. 8" EMBEDMENT w/ WASHER &NUT <br />1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC <br />1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C _ _ _ PORT <br />EDGES & 8" O/C FIELD = __ @ACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. <br />- TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM HTT / HDU TENSION TIE rN <br />SIMPSON SP1 w/ (10)10d Q2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS <br />NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. S4 S4 S4 <br />2x P.T. PLATE\_ROOF TRUSS 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C <br />W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. <br />AND FILLED SOLID W/GROUT MOISTURE BARRIER <br />TYPICAL FILLED LINTEL ASSEMBLY C' <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90" HOOK IN K.O. BLOCK SCALE: N.T.S. S4 <br />KNEE WALL ABOVE MASONRY WALL DETAIL rF V <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 />A 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 />(2) <br />(1) LSTA30 <br />9' -16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) LSTA30 <br />ITSP4 SP2 SIMPSON SP4 8P2 <br />SIMPSON SP4 <br />ROOF TRUSS ABOVE <br />2X TOP PLATE <br />2X STUDS @ 24" O.C. <br />OVERLAPPING v( BLOCKING <br />8"x10" "J" BOLT NAILED <br />@ 24" O.C. MAX. INTO <br />10d NAILS @ 6" (2) 16d TOE NAILS <br />MIN. (2) PER TRANSOM <br />STAGGERED EA. BLOCKING <br />BOTTOM PLATE TRANSOM FRAMING FRAMING <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />SECTION <br />2X P•T• <br />PLATE <br />SEE SECTION AA/Sl <br />CREATE A SOLID BASE FOR <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />is <br />2X8 WALL ABOVE <br />ENTRY <br />1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. <br />NOT REQUIRED @ BARING WALLS NOTED <br />SIMPSON <br />SCRAP MATERIAL <br />WITHOUT UPLIFT <br />SP1 <br />• <br />K.O. BLOCK W!(1) <br />SEE FLOOR PLAN NOTES FOR <br />SIMPSON SP4 <br />SIMPSON SIMPSON <br />J-BOLTS @ 24" O.C. <br />#5 CONT. & <br />T�i <br />REQUIRED CONNECTION <br />RECESS <br />SP4 SP4 <br />MAX <br />FILLED <br />o <br />S�cFp 00� <br />LINTEL <br />� <br />2-ROWS 12d NAILS STAGGERED <br />2X P.T. PLATE <br />@ 2'0" O.C.BOLTS <br />@ 2'-0" <br />@ 12" O/C EACH FACE OR <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"x10" OR <br />° <br />° d <br />2X8 P.T. BOTTOM P TE <br />MASONRY WALL <br />FOR WATER SHED. <br />2x CRIPPLES @ <br />GREATER HEADERKEEP <br />STIFFENER BACK FROM SIDES ENOUGH <br />16" O.C. W/ (2)12d <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />TOENAILS T/B <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />SIMPSON SP4 w/ (6) <br />(2) 2x HEADER SEE PLAN <br />SIMPSON <br />SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) <br />C <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />10d x 1 1/2" AT EA <br />1 <br />SP4 <br />SP2 <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />SP4 <br />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />2x6 WALL, USE SP8 <br />S4 (1) 2x SILL PLATE W/ (2) <br />10d NAILS @ 4" <br />FOR CLARITY SEE DETAIL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />FOR 2x8 WALL) <br />12d TOENAILS <br />BOX HEADER <br />STAGGERED <br />10d NAILS @ 6" O.C. <br />STAGGERED <br />Ivs4 <br />10d NAILS @ 8" <br />• EXTERIOR HEADERS: <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />TRANSOM FRAMING <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />O/C TYp. <br />12d TOENAILS <br />NAILED INTO '� <br />c c <br />BEYOND. <br />IN PLACE CONCRETE <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />DOUBLE 2x <br />• OPENING LARGER THAN 4 FT: <br />TRANSOM <br />PLYWOOD FASTENED TO TRUSSES <br />L <br />GARAGE FLOOR SLAB <br />/-8x8x16 C.M.U. <br />CRIPPLE STUD <br />(2) 2x SILL PLATE w/ SIMPSON <br />FRAMING <br />WITH 8d COMMON WIRE NAILS @ 4" <br />PLYWOOD <br />TROWEL FINISH SEE <br />TYPICAL (U.N.O.) <br />LS30 w/ (6) 10d x 1 1/2" EACH <br />TRANSOM FRAMING <br />O/C BOUNDARIES 6" O/C EDGES <br />c <br />E SHEATHING <br />GENERAL NOTES <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SIDE <br />SBB/SlEE SECTION D <br />& 8" O/C FIELD <br />S4 <br />SLOPE FORWARD <br />CONNECTION ASSEMBLY <br />FOR ADDITIONAL <br />FOR DRAINAGE <br />GARAGE FLOOR <br />2x STUDS TYP. <br />DETAILS <br />B <br />; <br />TRAVEL DIRECTION OF <br />It SIMPSON SP4 w/ (6)10d x 1 12" <br />GARAGE DOOR <br />SIMPSON <br />(USE SP6 FOR 2x6 WALL, USE <br />PLYWOOD <br />O� SIMPSON HTT4 TYP. <br />OA�c OR U.N.O. SEE N/S4 <br />SP1 SIMPSON <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />** <br />RECESS <br />SIMPSON SP4 <br />• SIMPSON SP2 wl (12) 10d NAILS <br />MASONRY <br />MOUNTING BASE DETAIL <br />Q HOLD DOWN <br />LINTEL <br />SP4 <br />• SIMPSON SP1 wl (10)10d NAILS <br />WALL BELOW <br />5/8" X10" J-BOLTS @ 24„ O.C. <br />CONNECTIONS <br />MAX. (MIN. (2) PER BOTTOM <br />° <br />SCALE: N.T.S. <br />d <br />NOT REQUIRED @ <br />PLATE) <br />r <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />ALTERNATE: <br />SEE PLAN FOR FOOTING <br />POURED CONCRETE BASE FOR OTTOMB E <br />WITHOUT UPLIFT <br />d° d <br />EPDXIED <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2 ABOVE FINISHED <br />2X8 P.T. BOTTOM <br />MIN 6" I TO BOND B AM <br />rp <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />PLATE <br />@ 24" O.C. <br />GARAGE ENTRY F� INISHED MASONRY DETAIL <br />SHED FORWARD THIS DRAWING. <br />WALL HEADER DETAIL ("Q <br />D <br />FRAMING DETAILS ABOVE ENTRY rR <br />SCALE: N.T.S. <br />S4 <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. S4 <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />(MIN. (2) PER BOTTOM PLATE) <br />S4 <br />0 <br />a <br />0 O <br />0 <br />0 <br />z <br />z <br />z g <br />co <br />QC� <br />d N <br />N z <br />�iru <br />,Q)�l T VJ y <br />O W� <br />V) c E <br />�N <br />U 00 <br />�— m E <br />..w <br />c <br />�Q <br />Q 0) 4M <br />14M <br />� N N <br />1 <br />w <br />a <br />W .;�1 0.! ° a <br />�LL � <br />W 0 a' _ E g! <br />Z O .0 <br />N <br />�}0 <br />co 0q <br />v� <br />110101111111 0 E SS`�e�\ <br />11ll <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />o <br />s <br />w <br />LL. <br />E <br />a E <br />0 <br />o <br />U <br />U <br />QQa <br />o E <br />alo <br />o <br />SV <br />rrL <br />Z <br />o � <br />M <br />�= <br />a <br />WW <br />N C <br />_ C <br />Z2mo <br />=Y <br />"'m <br />Oz <br />z� <br />z <br />� � <br />J <br />>� <br />�b <br />�w <br />O <br />aw <br />gw <br />�o <br />U <br />W <br />U <br />W. <br />� <br />Lnw <br />_ <br />o <br />w, <br />>_ <br />CIDa <br />•a <br />z a <br />0 <br />c O <br />0 <br />�M <br />^L' <br />W <br />�— <br />CM <br />> <br />t— <br />o <br />Q <br />C o <br />N <br />m Co <br />v c <br />� <br />LC) <br />Lo <br />J' <br />o <br />V / <br />04 <br />M M <br />04 <br />' <br />o <br />? <br />z <br />O N <br />E su <br />EL <br />0 _j a o <br />JOB <br />NO: 19-5336 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />