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(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 FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION <br />CONNECTION SCREW OFF CAP (3" DIA.) <br />FOR CLEAN -OUT <br />-------2x DEAD WOOD @ MID <br />POINT wl (3) 12d MIN. EXTENSION FROM <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 />7 5/8*1 8" 7 5/8" 8" <br />SOLID AREAS ARE <br />DOUBLE 2x TOP EXTERIOR FACE OF BLOCK <br />EVENLY <br />PLATE TONEAILS SPACED WALL IS 1 1/2" MAXIMUM STEEL AND GROUT <br />JK JR <br />HEADER FLUSH TO OUTSIDE OPTIO 0 INTERIOR <br />1 WALL <br />FACE OF BLOCK WALL IS 2 j1/4" <br />N EXTENSION FROM EXTERIOR <br />FF_:�] __1 DOOR -1 FP_1 <br />cL — OPENING F= —� DOOR OPENING <br />TO DRAIN <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />--TOBLOCKING <br />--(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 10d @ 8" <br />VARIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <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) 10d <br />(3) 1 Od TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />1,,,�2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 1 Od NAI Lst���� <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 />'v <br />SIMPSON SP1 W/ (10) 1 Od—___­­� <br />NAILS AT EACH STUD <br />C'4 <br />C1 <br />C) 2x P.T. PLATE <br />CN <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W1 8" EMBEDMENT <br />C14 <br />rn <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />12 <br />"I <br />15 1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />BLOCKING (TYP.) <br />\--ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />�N <br />=1 <br />C14 <br />I <br />00 <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />E <br />K/S4 <br />0 <br />SEAT FOR BLOCK IS POURED, <br />v <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />E2 <br />GENERALNOTES <br />0 <br />0 <br />SLOPE FORWARD --- <br />C C14 <br />C'4 <br />CIO <br />LU <br />FOR DRAINAGE <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />7 5/81, 8" <br />EXTERIOR U] <br />WALL <br />L1 <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. <br />k, <br />,, �4 <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />rD <br />TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT <br />�,S4 SCALE: N.T.S. � �4 <br />KNOCK -OUT— NOTCH LINTEL WHERE REQUIRED <br />BLOCK W1 (1) #5 \ <br />FOR CONCRETE PLACEMENT 7 <br />11 1,4 <br />11 <br />4 <br />STD. 9(fHOOK-/ 8` <br />LINTEL BEAM W1 (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 />17, <br />U <br />_jE <br />NOTES: - <br />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 />WIDTH OF OPENING VARIES 4" <br />—FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 112" PLYWOOD <br />BLOCK WALL ABOVE. <br />L <br />SCRAP MATERIA <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <br />------ <br />< <br />REENNEM <br />W <br />x <br />EMME <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 />GARAGE ENTRY FORM DETAIL <br />8x8xl 6 C. M.U. GARAGE DOOR <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <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 />I'BOTTOM OF Mot IN -- <br />T I N (�',�R <br />POURED CONCRETE BASE FOR <br />TO BE 2" ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE GARAGEFLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />1, <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 />1 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 --CL <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 />FLOORL 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 />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />rop <br />3 <br />'3ARAGE <br />)OOR <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. <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 />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(2) � <br />(4) <br />(2) LSTA3=0 <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 />r'" <br />OVE' <br />NOT ' <br />WITH <br />S EEF <br />6REQL <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 />1 <br />(2) 2x HEADER SEE PLAN <br />ri <br />INTERIOR HEADER: <br />�S4 <br />\—(I) 2x SILL PLATE W/ (2) <br />%._� <br />12d TOENAILS <br />BOX HEADER <br />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.. <br />OT. PLATE <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL <br />SCALE: N.T.S. �4 <br />SIMPSON <br />SIMPSON <br />SP4 SP2 <br />2X STUDS @ 2;�_O_.C�A- <br />01 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />/ / <br />4 <br />4 <br />12 <br />(TYP.) SEE ELEV. <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 ASTIVI 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 />SIML�S <br />)ON SP2 w/ (12) 1 Od <br />NAIL <br />AT EACH STUD <br />TRUSS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />1/2" EXTERIOR GRADE SHEATHING <br />LBLOCKING <br />C EACH END <br />C <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING <br />Uj <br />0 <br />O/C FIELD <br />2x TOP PLATE—// <br />V2-16d <br />2X4 PT STUDS @ 16" O.C, <br />NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP <br />EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS <br />—1/ <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8) 1 Odxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />L <br />O.C. MAX, <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />2x P.T. PLATE <br />I <br />EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOFTRUSS <br />SEE A/S3 FOR <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <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 W1 GROUT <br />1 #5 VERT. IN CONC. FILLED CELL---- I <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />-7m- <br />- v <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />— <br />SCALE: N.T.S. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />0 <br />PSPN516Z w/ (12) 16d NAILS <br />TOP <br />2 ROWS 1 Od @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA, SIDE OF <br />4(9,, SPLICE STAGGERED <br />1 Od @ 8" O/C <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL//"' j <br />SCALE: N.T.S. <br />1\ �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />e HTT4w/(18) 10d NAILS (3610#SPF) <br />* HTT5 w/ (26) 1 Od NAILS (4670# SPF) <br />a* o s DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF) <br />a <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 />0 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT wl WASHER & NUT <br />ATTACH ALL e FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <br />W/ Y816d TOENAILS <br />NUT <br />TO P PLATE <br />0 FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />NOTE: MIN. 8" EMBEDMENT w/ WASHER & NUT <br />PLATE LENGTHS MUST BE BOTTOM SPLIC a FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT <br />HTT HDU TENSION TIE rN <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. SCALE:NTS <br />�4 <br />F= 2240 LBS <br />>IMPSON <br />P,T. <br />ATE <br />SIMPSON SP4 <br />SP2 <br />SIMPSON <br />IF <br />r <br />.. ,--,--- <br />\-NAILED <br />RANSOM FRAMING <br />TRANSOM FRAMING <br />INTO <br />TRANSOM <br />FRAMING <br />10 <br />ST <br />EcTION AA/sj <br />SEE SECTION AA/S1 <br />SEE sN <br />AND BB/S1 FOR <br />AND BB/sj FOR <br />ADDITIONAL DETAILS <br />ADDITIONAL DETAILS <br />SIMPSON <br />Spi <br />RECES <br />SIMPSON <br />SP4 <br />SIMPSON- <br />SP4 <br />J-� <br />M, <br />LINTEL <br />2X8 P.T. BOTTO M P�ATE <br />1 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />1 4 <br />MAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi <br />SIMPSON <br />SP4 <br />/- SIMPSON <br />SP4 <br />\-5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />" <br />— <br />P4 <br />2XTOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />NGGERED <br />3OLTS @ 24" O.C. <br />kX <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 />@ 2'-0" O.C. <br />MASONRY WALL <br />1 Od NAILS@ 4 <br />1 Od NAILS @ 6" O.C. <br />V <br />-,----- <br />STAGGERED A <br />STAGGERED <br />TRANSOM FRAMING <br />0 0 BEYOND. <br />N <br />PLYWOOD FASTENED TO TRUSSES <br />_�WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING <br />& 8" O/C FIELD <br />9 SIMPSON SP4 w/ (6) 1 Od x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE —PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY-- <br />SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTOM <br />PLATE <br />I <br />5/8"xl 0" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <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 R <br />SCALE: N.T.S. <br />C) <br />< <br />--- j <br />Uj <br />U <br />0 U_j <br />ZD <br />1, 0 <br />E <br />0 <br />i2 <br />0 CD <br />FM r- <br />LU <br />E <br />(D <br />-0 co <br />as <br />0,= <br />-9 <br />T, <br />U_ 00 <br />'5 6 !?, <br />0 <br />0 <br />M <br />U) 5, 6 <br />M < Cj <br />A <br />/r <br />Z LU - z <br />U) - <br />Im <br />Uj _9" <br />LU <br />10 z <br />0 <br />0 fA Qu <br />, 11 r <br />_j <br />_j D <br />L <br />CO <br />F \-O..*? <br />'R 0 IF E S <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifirations contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Resid mial 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www. nnar <br />Oz <br />0 <br />LU <br />z g <br />z <br />Z�CL <br />x <br />C) <br />6, -zr <br />2, <br />z <br />2 W <br />0. <br />U��u 0 <br />@ <br />01- w <br />V) <br />z z <br />zz <br />CY-1 <br />CL <br />z <br />2: <br />z <br />0 <br />U <br />� R Zo <br />81 <br />< <br />_j <br />I.— <br />" <br />U <br />LJJ <br />C) <br />0� <br />< <br />z <br />Z <br />Uj <br />j <br />Lr) <br />T__1 <br />LU <br />Lij <br />< <br />< Lu <br />8 �? z <br />rn <br />< <br />z <br />z <br />u, 0 <br />W z <br /><< <br />i� <br />v- <br />1�0 <br />Z <br />L <br />= Ln 0 <br />Rz <br />0 <br />Cal <br />0 <br />LU <br />� T) <br />r__1 <br />in- <br />I ul I <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION No' 4v0 <br />SHEET NO. <br />S4 <br />