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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />2x6 2x8 WALL BEYOND <br />(2) 2x HEADER TO SIT <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 />W LL IS 1 1/2" MAXIMUM <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 />PLATE <br />INTERIOR <br />EXTENSION FROM EXTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION WALL <br />FACE OF BLOCK WALL IS 2 1/4" <br />ICE <br />DRAIN <br />T <br />2x BLOCKING @ EACH END W/ 1 Od @ <br />2 <br />4" O.C. FROM EACH HEADER FACE <br />4 <br />W/2 <br />TO BLOCKING <br />T <br />2x HEADER <br />N <br />///---(2) <br />/ PER PLAN <br />t <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />VARIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. 1\ �4 <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. 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) 1 Od <br />(3) 10d TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />+ S <br />+ STUD W/ (3) 10d NAI S <br />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 />Cn <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />W <br />LE EDGES & 8" O/C FIELD <br />SIMPSON SP1 W/ (10) 10d <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />7; W/ 8" EMBEDMENT <br />CD <br />r§_ 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />0- <br />AND FILLED SOLID W/GROUT <br />T3 1 #5 VERT. IN CONC. FILLED CELL W/ <br />::;-c STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />BLOCKING (TYP.) <br />\--ROOFTRUSS <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE BARRIER <br />SCALE: N.T.S. <br />m <br />C) <br />�2 <br />E <br />9 <br />2 <br />9 <br />1 <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 />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />EXTERIOR <br />WALL <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. <br />�, �4 <br />7 5/81, 8" 7 5/81, 8" 7 5/8,1 8" <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />12 <br />(TYP.) SEE ELEV. <br />1 <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 C. <br />926 APPLY 3 LAYERS W/ TOTAL <br />THICKNESS 7/8" OVER METAL <br />LATH. FIRST 2 LAYERS 3/8" THICK <br />EACH. 3RD LAYER 1/8" THICK. <br />CRICKET AS REQUIRED <br />FULL 8x8x16 BLOCK <br />SIMLISON SP2 w/ (12) 10d <br />NAIL AT EACH STUD <br />—DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING <br />Lmj <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 />/T <br />2X4 PT STUDS @ 16" O.C. <br />10 1 (2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT D� <br />SCALE: N.T.S. 1\ �4 <br />S I M PSON H ETA20 W/ (8) 1 Odxl 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 />MOISTURE BARRIER <br />8"X8"X16" K.O. BLOCK W1 1 #5 CONT. <br />AND FILLED W/ GROUT <br />MA <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />71 <br />— I <br />MAIN SPAN <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />TYPICAL SECTION THRU WINDOW, <br />_m: <br />1\ S4.") <br />KNOCK OUT — <br />BLOCK _W/ (1) #5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT 7 <br />4 <br />4 <br />-8" STD. 9eHOOKJ81.- <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6-10" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <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 />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 />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL—% <br />_j <br />_j <br />< <br />W <br />> <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NO 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 />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE SCALE: N.T.S. <br />8x8x16 C.M.U. GARAGE DOOR RACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />r/ <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />E71 <br />SCALE: N.T.S. <br />BOTTOM OF MCI INT'KIr, R. <br />-"'POURED CONCRETE BASE FOR <br />BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />2x CRIPPLES @ <br />16" 0. 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 />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90* HOOK IN K.O. BLOCK <br />VERTICAL JAM <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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. 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 />WALL PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />< <br />DOOR STOP PSPN516Z W/ (12) 16d NAILS <br />4 <br />MOLDING TOP <br />2 ROWS 1 Od @ 3" O.C. (14 <br />SPLICE <br />NAILS TOTAL) EA. SIDE OF <br />2 x 6 P.T. <br />GARAGE <br />48', SPLICE STAGGERED <br />T4 <br />�DOOR <br />J-BOLT <br />TRACK <br />BRACKET <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. � �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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUD <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 />(2) <br />(3) <br />(2) <br />(2) <br />(1)LSTA30 <br />9' -16' <br />(3) <br />(4) <br />— <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"xl 0" OR <br />GREATER HEADER <br />\—(2) 2X HEADER SEE PLAN <br />. N <br />INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />12d TOENAILS <br />OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 11 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 />WITHOUT UPLIFT <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL <br />SCALE: N.T.S. � �4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />4 141 4 <br />1 Od @ 8" O/C <br />o <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ Y4816d TOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOMSPLIC <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. 1\ �4 <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 SP2 <br />P.T. <br />ATE <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />SP4 <br />SIMPSON <br />SP4 <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />Spi <br />SIMPSC <br />SP4 <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />LU <br />'.t24 <br />2xTOPPLATE—/ <br />2-16d 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 />STAGGERED FROM BOT. <br />SEE A/S3 FOR, <br />REINF. INFO. <br />PLATE TO CONCRETE <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL/*�j <br />SCALE: N.T.S. <br />'\�' �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />0 a 0o HTT4 w/ (18) 10d NAILS (3610# SPF) <br />a 0 '1—* HTT5 w/ (26) 10d NAILS (4670# SPF) <br />* DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF) <br />.0.0 <br />* HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (2215# SPF) <br />HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (3285# SPF) <br />HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (4065# SPF) <br />HDU8-SDS2.5 w/ (20) 1/4"x 2 1/2" SDS (5665# SPF) <br />HDU1 1-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (6865# SPF) <br />5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT W/ WASHER & NUT <br />FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />A.T.R. MIN. 8" EMBEDMENT W1 WASHER & <br />NUT <br />FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT W/ WASHER & NUT <br />FOR HDU1 1 USE 1" DIA. x 12" EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT W/ WASHER & NUT <br />HTT HDU TENSION TIE <br />SCALE: NTS <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />10d NAILS @ 6" <br />STAGGERED <br />61 <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />4 <br />I I <br />2X8 P.T. BOTTOM PrTE <br />5/8"x 10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />0 " <br />4 2XI P.T. BOTTOI <br />ROOFTRUSSABOVE <br />2X BLOCKING <br />- (2) 16d TOE NAILS <br />EA. BLOCKING <br />'2X8 WALL ABOVE <br />ENTRY <br />1� K.O. BLOCK W/(1) <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2'-0" O.C. <br />-MASONRY WALL <br />@ <br />NAILS @ 6" O.C. <br />10d <br />.,,�STAGGERED A <br />STAGGERED <br />TRANSOM FRAMING <br />0 0 <br />BEYOND. <br />o <br />PLYWOOD FASTENED TO TRUSSES <br />L <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES _10 SHEATHING <br />& 8" O/C FIELD <br />' \ S4 <br />SIMPSON SP4 w/ (6) 10d x 112" <br />(USE SP6 FOR 2x6 WALL, USE —PLYWOOD <br />SP8 FOR 2x8 WALL) o SHEATHING <br />SIMPSON SP2 w/ (12) 10d NAILS MASONRY— o <br />SIMPSON SP1 wl (10) 10d NAILS WALL BELOW a_�_5/8"X10"J-BOLTS@24"O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />4 <br />< <br />2X8 P.T. BOTTOM <br />PLATE <br />L5/8"xlO" "J" BOLTS @ 24"O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />o 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 />SCALE: N.T.S. <br />Fv <br />N <br />L <br />(D <br />27 co <br />8 <br />< <br />--- j <br />U) <br />C1 <br />V) (D <br />Q) C-1:) <br />4--J LU <br />rz C� <br />0 LU <br />E <br />I <br />ce <br />Aj,� , � — E <br />8 <br />m cl <br />co <br />C14 <br />0 <br />- c:' <br />J_ UL co <br />�'in <br />< 0 <br />S. 73-- <br />6 <br />A I <br />8 D. <br />Nr <br />'a <br />0 c� 10 <br />0 6 <br />LU <br />9 = z <br />4n F <br />I= i3� - -5 <br />ED 419 _9 <br />9 U'-" Z5 <br />LU U Z -a � <br />Z 0 z <br />10 W <br />0 <br />is in 3% g"6 , m <br />U) M E6; <br />11L Uzi <br />r <br />_A() <br />To the best of the Engineer's knowledge, information and beiief, <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 />L E N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 <br />Lu <br />Z9 <br />z <br />z <br />Lu < W 0� <br />UE80 <br />r1_ 0 <br />a <br />z U" <br />2, �zj zz <br />Lu <br />� .0 � <br />x <br />L a. 2 Co <br />8 <br />uj <br />z <br />U <br />iz <br />> <br />z <br />13Q�' <br />z <br />0 <br />_0 <br />U <br />U) <br />'0 Zo <br />_j <br />Ln <br />< <br />Ln <br />UJI <br />z< < <br />Lu., <br />0� <br />< <br />11- <br />U < 2 <br />r - <br />E6 <br />z <br />Z <br />62 r, <br />LU <br />_j <br />Lf) <br />-I <br />< <br />6j <br />z <br />Uj u- =3 <br />�i Wz'0' <br />U <br />ul 8 <br />0 <br />z <br />< 8 <br />9z <br />0 <br />z <br />LU <br />3: <br />Ln <br />1z <br />Uj <br />SCALE AS NOTED <br />DATE 5/7/2019 <br />TECH: FFLORES <br />VERSION NO <br />10 <br />SHEET NO. <br />S4 <br />