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12 <br />(TYP) SEE ELEV. <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @MID <br />POINT w/ (3)12d <br />DOUBLE Zx TOP TONEAILS SPACED <br />PLATE EVENLY <br />HEADER FLUSH TO OUTSIDE OPTION <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 />VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. SL� <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) KNOCK -OUT <br />BLOCK W/ (1) #5 <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 (3)10d TOENAILS T&B <br />NAILS AT EACH STUD AS REQ'D <br />2x BLOCKING @ MID <br />F---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 />1/2" EXTERIOR GRADE SHEATHING —� <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 />o NAILS AT EACH STUD BLOCKING (TYP.) <br />S 2x P.T. PLATE OOF TRUSS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER <br />,o AND FILLED SOLID W/GROUT <br />5 1 #5 VERT. IN CONC. FILLED CELL W/ —J <br />m STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL rF� <br />VENT OR 2ND FLOOR <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL <br />STANDARD 3" DIA. TEE <br />3/4" FURRING STRIPS <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />MIN. EXTENSION FROM <br />DRYWALL NAILS <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 21/4" <br />DRAIN <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. S4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />NOTCH LINTEL WHERE REQUIRED 7 <br />FOR CONCRETE PLACEMENT / <br />Snowr_m <br />M <br />Amww�mwqm <br />STD..'HO <br />GREATER THAN 6'-O"WIDE (U.N.O. ON <br />OPENINGSEE FDN. PLAN FOR LOCATION <br />FILLED CELL W/ (1) #5 VERTICAL <br />� <br />EMIR <br />III <br />■I'PP <br />'��.'-. <br />NOTES: <br />1O 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 />Q 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 />G <br />S4 <br />SCALE: N.T.S. <br />S4 <br />WIDTH OF OPENING VARIES 4" <br />o <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />rn <br />� <br />` wT <br />T <br />O <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />Q <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />00 <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />�o <br />FL <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />o <br />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />`- <br />FOR CLARITY SEE DETAIL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />o <br />K/S4 <br />GARAGE ENTRY FORM DETAIL <br />= <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />ca <br />GARAGE FLOOR SLAB <br />8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />� <br />GENERAL NOTES <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SLOPE FORWARD <br />CONNECTION ASSEMBLY <br />FOR DRAINAGE <br />:.` GARAGE FLOOR <br />i <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />02 <br />MOUNTING BASE DETAIL <br />` <br />SCALE: N.T.S. <br />° <br />d a a <br />a <br />� <br />SEE PLAN FOR FOOTING <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />M <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 />S4 <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />WALL <br />EXTERIOR <br />WALL <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING <br />1ST COARSE 2ND COARSE I3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT D <br />SCALE: N.T.S. S4 <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 />TRUSS BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />BLOCKING W/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />@ EACH END <br />Q d <br />WALL <br />DOOR STOP <br />w <br />U <br />a <br />d <br />MOLDING <br />v? a <br />T <br />d <br />2x TOP PLATE <br />GARAGE <br />2-16d NAILS @ 24" O.C. OR <br />DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2 x 6 P.T. <br />2x STUD @ 24" `' <br />O.C. MAX. <br />-PROVIDE P.A.F. NAILS OR <br />2x P T PLATE EQUAL @ 12" O.C. <br />SEE TYPICAL WALL SECTION <br />12 <br />(TYP-) SEE ELEV. <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 <br />LAYERS 3/8" THICK EACH. 3RD LAYER <br />1/8" THICK. <br />/-CRICKET AS REQUIRED <br />SIMPSON SP2 w/ (12)10d <br />NAILS AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (8)10dxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />LMAIN <br />IN KO BLOCK AT EA. STUD <br />SPAN <br />ROOF TRUSS <br />MOISTURE BARRIER <br />UPLIFT CONNECTOR <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. 900 HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL f E <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 10d @ 3" O.C. (14 <br />SPLICE-7 i1� NAILS TOTAL) EA. SIDE OF <br />O/S <br />48SPLICE STAGGERED <br />10d @ 8" O/C <br />SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK � u \/ EXTERIORLSTATTACH AL UDS <br />REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ 4 16d TOENAILS <br />TO P PLATE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SP <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />IC <br />TYPICAL INTERIOR NOW <br />WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK r K TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON C <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'-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4'- 9' <br />(2) <br />(3) <br />(2) 1 <br />(2) <br />1 (1) LSTA30 <br />9' -16' <br />(3) <br />(4) <br />(2) <br />1 (4) <br />1 (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"xl0" OR <br />2x CRIPPLES @ <br />GREATER HEADER <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />(2) 2x HEADER SEE PLAN <br />10d x 1 1 /2" AT EA <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />S4 <br />2x6 WALL, USE SP8 <br />(1) 2x SILL PLATE W/ (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />BOX HEADER • EXTERIOR HEADERS: <br />10d NAILS @ 8" <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />O/C TYP. <br />12d TOENAILS <br />DOUBLE 2x <br />• OPENING LARGER THAN 4 FT: <br />CRIPPLE STUD <br />(2) 2x SILL PLATE w/ SIMPSON <br />TYPICAL (U.N.O.) <br />LS30 w/ (6)10d x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />00 SIMPSON HTT4 TYP. <br />Op OR U.N.O. SEE N/S4 <br />�N�NC <br />** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <br />SCALE: N.T.S. S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) <br />° o • HTTS w/ (26)10d NAILS (4670# SPF) <br />° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) <br />° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) <br />• HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) <br />_ • HDU5-SDS2.5 wl (14)1/4" x 21/2" SDS (4065# SPF) <br />• HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) <br />• HDU11-SDS2.5 w/ (30)114" x 21/2" SDS (6865# SPF) <br />• 5/8" DIA, x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT wl WASHER & NUT <br />C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />A.T.R. MIN. 8" EMBEDMENT w/ 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 HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />HTT / HDU TENSION TIE N <br />SCALE: NTS S4 <br />SP4 SP2 I SIMPSON SP4 SP2 SIMPSON SP4 <br />2X TOP PLATE <br />IsLi .,., I_— ,. _- „ ,. 7 OVERLAPPING <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />d <br />40 d <br />P.T. <br />ATE <br />a <br />TRANSOM FRAMING <br />\-NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />10d NAILS @ 6" <br />STAGGERED <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />Z- <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />RECESS <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP4 <br />J-BOLTS @ 24" O.C. <br />MAX <br />LINTEL <br />2X P.T. PLATE <br />SIMPSON SIMPSON <br />SP4 SP2 <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />a I I <br />\2X8 P.T. BOTTOM P TE <br />5/8"xl0" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />- a a <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <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 />@ 2-0" O.C. <br />MASONRY WALL <br />10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />o o BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES o E SHEATHING <br />& 8" O/C FIELD <br />S4 B <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. PER BOTTOM <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 R <br />SCALE: N.T.S. <br />0 !90 <br />z_o <br />z� <br />z <br />a <br />Wed <br />4--J `U <br />11J <br />-V — <br />0 w <br />N C <br />U <br />I.0 <br />'- <br />_ <br />wh <br />o0 <br />m <br />C MM <br />t, <br />o0o <br />U <br />�W <br />¢ <br />C21 <br />0 <br />0 <br />B D. <br />� � N <br />IJi � .� Lcl Lac. <br />�Lit <br />W V¢f^a <br />Z 0 s-�a O <br />� <br />�. � � <br />�LL; Imes ¢ c <br />� <br />U, <br />1 � <br />� <br />U 0 p �cps.- <br />FLO <br />r•`fI��Q' oOF E SSXO�r�1���` <br />To the best of the Engineers knowledge, information and belief, <br />the stnx:tural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Reskkntial 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />W <br />za <br />f� <br />uj�e � <br />V Z O <br />U <br />fu V <br />tc� Z <br />J <br />L <br />g <br />^^ <br />�3 <br />CU <br />uj <br />O <br />:d uj <br />2 <br />� <br />J <br />oho <br />J Y <br />0 <br />N. <br />LU <br />z <br />ce <br />i� wce <br />Q <br />^� <br />Z <br />W <br />J <br />Ln <br />ri <br />L1J <br />W <br />Z <br />r- lY Q <br />� <br />Q <br />Z <br />00 <br />Z <br />16z8 <br />rn <br />oo <br />g <br />= <br />< f <br />,--a <br />I a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION NO. 4mO <br />SHEET NO. <br />S4 <br />