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(2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION <br />TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD <br />PLAN 12 TRUSSES @ 24" O/C <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL (TYP.) SEE ELEV. UPLIFT COjNECTOR (SEE <br />SCHED(2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE <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 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. <br />CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS <br />926 APPLY 3 LAYERS W/ TOTAL <br />2x DEAD WOOD MID FOR CLEAN -OUT @ 8" O.C. OR 4d THICKNESS 7/8" OVER METAL <br />@ ❑ LATH. FIRST 2 LAYERS 3/8" THICK <br />POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. <br />TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT STEEL AND GROUT <br />DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ . CRICKET AS REQUIRED <br />PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ NAI SON SP2 w/ (12)10d <br />FACE OF BLOCK WALL IS 21/4" ` NAIL AT EACH STUD E <br />USS BOTTOM CHORD OR 2x4 <br />CL DOOR OPENING DOOR OPENING DOOR OPENING —� 1/2" EXTERIOR GRADE SHEATHING BLOCKING EACHEND/ 2 16d TOE NAILS <br />J TO DRAIN Lin FASTENED TO TRUSSES WITH 8d <br />2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" O/C <br />4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v <br />O/C FIELD <br />W\VARIES <br />O BLOCKING WALL ❑ v ? a <br />(2) 2x HEADER WALL CLEAN -OUT A ❑ ❑ 2x TOP PLATE-/ <br />V <br />g U) <br />PER PLAN SCALE: N.T.S. S4, ❑ ❑ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM <br />2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS __ _ CHORD OR BLOCKING <br />O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 10dx1 1/2" litMASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE () I 2x STUD @ 24" <br />REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB <br />SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11 "DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR <br />MANUFACTURER. IN KO BLOCK AT EA. STUDL MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. <br />2 x 6 (MIN.) FRAME ROOF TRUSS <br />WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER STAGGERED FROM BOT. <br />UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE <br />REINF. INFO. <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 ° <br />AND FILLED W/ GROUT <br />a ° <br />12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL <br />(TYp) SEE ELEV. <br />PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- <br />TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALLr j <br />UPLIFT CONNECTOR " <br />KNOCK -OUT 5/8 DIA. x 8 J-BOLTS AT 6-3/4", 41-3/4 , 71 ,AND 96-3/8 ABOVE GARAGE <br />(SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT 96 3/8„ ( ) SCALE: N.T.S. SCALE: N.T.S. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK BUT NOT REQUIRED S4 S4 <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 />4 <br />u <br />a <br />$ a <br />d <br />a e <br />8 STD. 90 HOOK 8" <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6'-0" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />88" <br />NOT TRANSFER LOAD. <br />_ <br />° WALL <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />° a d <br />° <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />a DOORSTOP <br />PSPN516Z w/ (12) 16d NAILS <br />71" <br />° <br />4 a MOLDING <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) <br />° <br />— <br />2 x 6 P.T. GARAGE <br />• SPLICE NAILS TOTAL) EA. SIDE OF <br />a • HTT5 w/ (26)10d NAILS (4670# SPF) <br />58 <br />DOOR <br />48„SPLICE STAGGERED <br />° , . DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) <br />— <br />N. <br />o o, . HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) <br />• <br />• HDU4-SDS2.5 w/ (10)1/4 x 21/2 SDS (3285# SPF) <br />J-BOLT <br />r (MN <br />__ . HDU5-SDS2.5 wl (14)1/4" x 21/2" SDS (4065# SPF) <br />41 <br />TRACK <br />�� <br />_ <br />__ -- • HDU8 SDS2.5 w/ (20)1/4" x 21/2"SDS (5665# SPF) <br />34" <br />BRACKET <br />G' 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 />1'p <br />EMBEDMENT w/ WASHER & NUT <br />ATTACH ALL <br />p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />10" <br />6 3/4" <br />DOOR TRACK <br />W/MOUNTING ANGLE <br />EXTERIOR STUDS <br />W/ 1A.1 16d TOENAILS <br />TO TOP PLATE <br />A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <br />NUT <br />— <br />_ <br />FOR HDU8 USE 7/8" DIA x 12" EPDXIED A T R <br />31/2" <br />—ElEl— <br />NOTES: NOTE: <br />1/2" EXTERIOR GRADE SHEATHING NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC MIN. 8" EMBEDMENT wl WASHER &NUT <br />3 FASTENED TO TRUSSES WITH 8d COMMON 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />Y' NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT <br />WIRE NAILS @ 4 O/C BOUNDARIES 6 O/C <br />EDGES & 8" O/C FIELD PORT <br />-__ @EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM <br />HTT / HDU TENSION TIE N <br />v NAILSIMS <br />SP1 w/ STUD <br />Od O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. 4 SCALE: N.T.S. SCALE: NTS <br />� NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. S S S4 <br />0 2x P.T. PLATE OOF TRUSS F= 2240 LBS <br />O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />5/8" x BOLT @ 24" 0/C MAX <br />W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 4 OPENINGS LESS THAN OR EQUAL TO -0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C <br />O 6' <br />co REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. <br />MOISTURE BARRIER <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY G <br />m <br />STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. <br />KNEE WALL ABOVE MASONRY WALL DETAIL rF <br />SCALE: N.T.S. S4 <br />,o <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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA 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 />1 (2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' -16' <br />1 (3) <br />1 (4) <br />(2) <br />(4) <br />(2) LSTA30 <br />SP4 SP2 <br />SIMPSON SP4 <br />3P2 <br />SIMPSON <br />SP4 <br />ROOF TRUSS ABOVE <br />2X TOP PLATE <br />OVERLAPPING 2X BLOCKING <br />2X STUDS @ 24" O.C. <br />AO <br />NAILED <br />V /8"x10" "J" BOLT <br />O.C. MAX. <br />INTO <br />10d NAILS @ 6" (2) 16d TOE NAILS <br />MIN. (2) PER <br />BOTTOM PLATE 2X0T <br />TRANSOM FRAMING <br />TRANSOM <br />FRAMING <br />STAGGERED EA. BLOCKING <br />= <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />SECTION <br />SEE SECTION AA/S1 <br />PLATE AND BB/S1 FOR <br />2X8 WALL ABOVE <br />CREATE A SOLID BASE FOR <br />112"X91/2" PLYWOOD <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />BLOCK WALL ABOVE. <br />NOT REQUIRED @ BEARING WALLS NOTED <br />o <br />SCRAP MATERIAL <br />v <br />WITHOUT UPLIFT <br />SP1 <br />• <br />K.O. BLOCK W/(1) <br />00 <br />a <br />SEE FLOOR PLAN NOTES FOR <br />SIMPSON SP4 <br />SIMPSON SIMPSON <br />J-BOLTS 24" O.C. <br />@ <br />#5 CONT. & <br />00 <br />�- w <br />T <br />T <br />REQUIRED CONNECTION <br />RECESS <br />SP4 SP4 <br />MAX <br />FILLED <br />SF <br />LINTEL <br />5/ 2'-01 O.0 OLTS <br />� <br />A/�00 <br /><�N <br />2-ROWS 12d NAILS STAGGERED <br />2X P.T. PLATE <br />@ <br />@ 12" 0/C EACH FACE OR <br />FORM CREATES CONCRETE RECESS TO <br />2x4 ( NOM.) AND TO ALLOW <br />3-ROWS 12d NAILS STAGGERED <br />OIO" OR <br />n <br />° <br />° <br />d <br />2X8 P.T. BOTTOM P ATE <br />MASONRY WALL <br />G' <br />FOR WATER SHED.DOOR <br />2x CRIPPLES @ <br />GREATER <br />R HEADER <br />� <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />16" O.C. W/ 2 12d <br />() <br />B <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />TOENAILS T/B <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />ao <br />SIMPSON SP4 w/ 6 <br />() <br />(2) 2x HEADER SEE PLAN <br />SIMPSON SIMPSON C <br />SIMPSON <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />o <br />N <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />10d x 1 1/2" AT EA <br />'I <br />SP4 SP2 SP4 <br />o <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />E <br />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />2x6 WALL, USE SP8 <br />�+ <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 />FOR 2x8 WALL) <br />12d TOENAILS <br />STAGGERED <br />A <br />10d NAILS @ 6" O.C. <br />STAGGERED <br />K/S4 <br />GARAGE ENTRY FORM DETAIL <br />BOX HEADER • EXTERIOR HEADERS: <br />0 <br />` <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />10d NAILS @ 8" <br />O/C TYP. <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />TRANSOM FRAMING <br />0 0 <br />BEYOND. <br />0 <br />= <br />IN PLACE CONCRETE <br />12d TOENAILS <br />NAILED INTO <br />GARAGE FLOOR SLAB <br />8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />DOUBLE 2x <br />• OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />TRANSOM <br />FRAMING <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" <br />PLYWOOD <br />TROWEL FINISH SEE <br />i <br />CRIPPLE STUD <br />LZ <br />N <br />GENERAL NOTES <br />TYPICAL (U.N.O.) <br />LS30 w/ (6)10d x 1 1/2" EACH <br />TRANSOM FRAMING <br />0/C BOUNDARIES 6" 0/C EDGES <br />o <br />E SHEATHING <br />.g <br />SLOPE FORWARD <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SIDE <br />SEE SECTION AA/S1 AND <br />& 8" O/C FIELD <br />S4 <br />FOR DRAINAGE <br />CONNECTION ASSEMBLY <br />BB/S1 FOR ADDITIONAL <br />B <br />�I <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />2x STUDS TYP. <br />DETAILS <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />Cn <br />GARAGE DOOR <br />SIMPSON <br />(USE SP6 FOR 2x6 WALL, USE <br />PLYWOOD <br />'� <br />00 SIMPSON HTT4 TYP. <br />�R <br />SP1 SIMPSON <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />i <br />� <br />OpFN U.N.O. SEE N/S4 <br />/ <br />RECESS <br />SIMPSON SP4 <br />SIMPSON SP2 w/ (12) 10d NAILS <br />MASONRY <br />MOUNTING BASE DETAIL <br />N(; HOLD DOWN <br />**\. <br />j <br />SP4 <br />• SIMPSON SP1 w/ (10) 10d NAILS <br />WALL BELOW <br />5/8"X10" J-BOLTS 24" O.C. <br />@ <br />�" <br />CONNECTIONS <br />LINTEL <br />/ <br />MAX. (MIN. (2) PER BOTTOM <br />SCALE: N.T.S. <br />a a a <br />NOT REQUIRED @ <br />/ <br />PLATE) <br />o <br />N <br />SEE PLAN FOR FOOTING <br />s a d <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />4 °° a <br />° ° <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />2X8 P.T. BOTTOM <br />MIN. 6" INTO BOND BEAM <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />FSHED ORGARAG DOOR DWAT R <br />PLATE <br />@ 24" O.C. <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />P <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.@ <br />S4 <br />24O.C. MAX. <br />5/8"x10" "J" BOLTS " <br />SCALE: N.T.S. <br />W <br />a <br />SCALE: N.T.S. <br />(MIN. (2) PER BOTTOM PLATE) <br />S4 <br />C9 V <br />z CO <br />z <br />z <br />a <br />a <br />z <br />Q <br />w <br />a--+ <br />-O <br />W <br />Cu a- <br />m <br />W <br />N M <br />_M-0M <br />_ <br />O _o N <br />C)�, <br /><o <br />'� 00 <br />'0 Qo <br />�tCD <br />�,g <br />�Qo <br />B D® <br />NCBDC <br />N �O <br />C-1 C, <br />Z W �Nmz w z° <br />v <br />W w <br />�; <br />LU <br />Z 0 C3o <br />43 <br />LY N¢M <br />W 1D <br />. <br />` <br />`"1 <br />+ <br />C c <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 2017 Florida Building Code - <br />Residential 6th Edition, Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />4600 W, Cypress St, Suite 200 I Tampa, FL 33607 <br />www. Len narTa mpa xom <br />�Z <br />0 <br />w� <br />Z0< <br />�F <br />'u <br />UZ80 <br />s <br />00Wz <br />0 <br />U u.w u- N <br />��o <br />zZ <br />L <br />> <br />r � <br />iz <br />Z <br />z <br />� <br />a <br />N� <br />OO <br />-0 <br />J_ <br />OOo <br />g <br />W <br />0 <br />k <br />rq <br />1� <br />Q <br />Zaoa <br />wwa� <br />Q <br />d' <br />�U- .� <br />Z <br />Z <br />+� <br />�O�o <br />rZ25i <br />J <br />Ln T--I <br />� <br />aW�O <br />=aw� <br />LJI <br />Q <br />Y UQ <br />00 <br />M <br />Q <br />z <br />z <br />Cez <br />�zo <br />z <br />o <br />0 <br />00 <br />2 <br />J <br />T__4 <br />0- <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION N0. 4u0 <br />SHEET NO. <br />S4 <br />�s <br />