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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 <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 />EVENLY <br />EXTERIOR FACE OF BLOCK <br />" <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 WALL IS 1 1/2 <br />MAXIMUM <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR <br />WALL <br />FACE OF BLOCK WALL IS 2 1/4" <br />CL <br />TO DRAIN <br />_j <br />2x BLOCKING @ EACH END W1 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />--(2) 2x HEADER <br />PER PLAN <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. <br />12 <br />TYPICAL WALL SECTION <br />SEE ELEV. <br />------SEE <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" OIC <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) 1 Od TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />BLOCKING @ MID <br />IF POINT EVERY OTHER <br />.,__�2x <br />STUDW/(3)10dNAIL� <br />S <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 />SIMPSON SP1 W/ (10) 1 Od <br />EDGES & 8" O/C FIELD <br />NAILS AT EACH STUD ;2-' <br />C) <br />C� <br />C14 2x P.T. PLATE <br />r__ <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.. <br />AND FILLED SOLID W/GROUT <br />�5 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 />�--ROOFTRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />C) <br />3 <br />00 <br />X) <br />00 <br />0 <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />E <br />KIS4 <br />0 <br />SEAT FOR BLOCK IS POURED, <br />a <br />IN PLACE CONCRETE <br />Cl) <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />Cf) <br />C) <br />Z 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 />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 />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11 " DOOR JAMB WALL IS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />rB MASONRYLAYOUT rD <br />S4,/) SCALE: N.T.S. � �4 <br />7 5/81, 8" 7 5/8" 8" 7 5/81, 8" <br />KNOCK -OUT) #5 <br />NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1 <br />FOR CONCRETE PLACEMENT <br />4 <br />8" STD. 9CPHO <br />LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6'-0' - WIDE (U.N.O. ON <br />PLA N) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />--- <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 />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 112" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL--� <br />__j <br />_j <br />< <br />W <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) 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 <br />M-1, <br />SCALE: N.T.S. <br />--8x8xl6 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />1BOTTOM'OFM'0i IN ING R� <br />-1 <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" 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 SPIS FOR <br />2X6 WALL, USE SP8 <br />FOR 2X8 WALL) <br />10d NAILS @ 8" <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N <br />. 0.) � <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />ULL 8x8x1 6 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 />FLOOR, 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 />2x6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />rop <br />33 <br />ARAGE <br />iOOR <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 lI( �K <br />SCALE: N.T.S. <br />1\ �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 />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'- 41 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4' - 9' <br />(2) <br />(3) <br />(2) <br />1 (2) <br />1 (1)LSTA30 <br />9'-16' <br />(3) <br />(4) <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"A 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />rT� <br />INTERIOR HEADER: <br />�S4) <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W1 (2) <br />12d TOENAILS <br />OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE W/ SIMPSON <br />LS30 w/ (6) 1 Od x 1 1/2" EACH <br />SIDE <br />1� <br />""�2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE <br />PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. <br />� �4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />EO <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />4 <br />12 <br />(TYP.) <br />SEE ELEV. <br />SIM�SON 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" OIC <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 />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 />L <br />S I M PSON H ETA20 W/ (8) 1 0dx1 1/2" <br />71 <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) W/ MIN. 4" EMBEDMENT <br />L <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOFTRUSS <br />UPLIFT CONNECTOR <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL----- H I <br />W/ STD. 90' HOOK IN K.O. BLOCK <br />TYPICAL INTERIOR NOW <br />v <br />. j <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE BEARING WOOD FRAME WALLK <br />SCALE: N.T.S. <br />� J4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 11.8E Fb=2400 PSI (AS PER PLANS) <br />HTT4 w/ (18) 10d NAILS (3610# SPF) <br />HTT5 w/ (26) 1 Od NAILS (4670# SPF) <br />DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF) <br />0* <br />HDU2-SDS2.5 w/ (6)1/4" x 2 1/2" SDS (2215# SPF) <br />HDU4-SD32.5 W/ (10) 1/4" x 2 1/2" SDS (3285# SPF) <br />:HDU5-SDS2.5 W/ (14) 114" x 2 1/2" SDS (4065# SPF) <br />HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS (5665# SPF) <br />HDU 11 -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 W/ WASHER & <br />NUT <br />FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />MIN, 8" EMBEDMENT W1 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 <br />�4 <br />SIMPSON SP4 <br />ROOF TRUSS ABOVE <br />2X TOP PLATE <br />/_ 2X BLOCKING <br />�_OVERLAPPING <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />U-1 <br />`� <br />CL <br />2xTOP PLATE —/ <br />U) <br />\� � <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 PA F. NAILS OR <br />2x P.T. PLATE <br />FEQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />SCALE: N.T.S. <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 1 Gd @ 3" O.C. (14 <br />LSPLICE <br />MILS TOTAL) EA. SIDE OF <br />Jr SPLICE STAGGERED <br />10d @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ Y816d TOENAILS <br />TO P PLATE <br />NOTE: <br />BOTTOM SPL <br />PLATE LENGTHS MUST BE IC <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. <br />F= 2240 LBS <br />SON <br />SIMP <br />SIMPSON SP4 SP2 1 <br />j <br />P.T. <br />ATE <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />SIMPSON SIMPSON <br />SP4 SP2 i <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />SIMPSON SP4 <br />SP4 <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />Spi <br />SIMPSC <br />SP4 <br />10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />I I <br />2X8 P.T. BOTTOM PrTE <br />1 <br />I I T_ 1 <br />\\-5/8"X10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />" <br />4 IF- <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"AO" "J" 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"X1 0" J-BOLTS <br />@ 2'-0" O.C. <br />-MASONRY WALL <br />1 Od NAILS @ 4 <br />- O.C. <br />STAGGERED A 10d NAILS @ 6' <br />STAGGERED <br />TRANSOM FRAMING <br />__AA 0 0 <br />BEYOND. <br />N <br />-PLYWOOD FASTENED TO TRUSSES <br />L <br />WITH 8d COMMON WIRE NAILS @ 4" 1 PLYWOOD <br />0 <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />0 <br />& 8" O/C FIELD <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 0' <br />SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X 10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />t <br />L 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 />(D �2 <br />;i' co <br />< <br />(nv) = <br />(D <br />C-10 <br />GX <br />LU <br />C� <br />U <br />0 111 <br />r— <br />12 <br />E <br />0 <br />_gp <br />CN <br />E <br />a) C`� <br />mm <br />cc -0 M <br />0'C " <br />0 C:' <br />u_ co <br />00 <br />c:c 0 <br />0) <br />0 <br />U) <br />Lo C, <br />,,. a. <br />M 0 <br />A] I <br />BID. <br />C-B D C <br />C' <br />Z UJ 6. 20� <br />U) <br />"' - - <br />LU &-.g <br />LU Z.E <br />gn Z _0 &C. <br />0 <br />4n 0 <br />'110 C' 6; <br />E -2 <br />UM < c') !9 <br />LL1 <br />b <br />mollynt <br />viw-w F CmA' <br />co <br />1. .. <br />< <br />........ <br />N" <br />",fill <br />11 II11k1\\W <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Enginee s signature and sea. <br />L E FV IMAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />ts <br />Oz <br />10 <br />0 <br />"M <br />ZZ <br /><Z <br />Lu Ix <br />UEOO <br />Lu <br />U <br />z Z <br />mwz <br />2 'z <br />M. <br />Uj 0 Co <br />W <br />U W <br />'o @ <br />10 n <br />zz <br />zz <br />z <br />15 � <br />z <br />C: <br />2: <br />a) <br />-0 <br />T--1 <br />z <br />2: <br />0 <br />-0 <br />41- <br />< <br />:d w <br />U <br />M: <br />0) <br />r..q <br />U) <br />__j <br />— <br />9 2: <br />Eu 22 <br />�Rlo <br />i� P <br />< <br />F_ <br />Uj <br />0- <br />00'_� <br />z < <br />cll� <br />Lu -, <br />LU <br />< <br />Z <br />N <br />�2'3 6: <br />Lr) <br />--I <br />LU <br />< u, BE, <br />�Z'o <br />L'u, <br />Uj <br />z <br />U <br />ul Lu 0 <br />wwz <br />00 <br />Z <br />t <br />=) (n a <br />&Y z <br />0 <br />Lr) <br />z <br />Uj <br />0 <br />� 1)) <br /><M <br />i <br />SCALE AS NOTED <br />DATE 3/7/2018 <br />TECH: IMUROSKI <br />VERSION N 0' 4nO <br />SHEET NO. <br />S4 <br />W! <br />6. 4, <br />__ "'4 <br />