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I I q I _j "I 'I. , I . , I , - - - - i - --- - I - <br />(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 />1. A I/ k A <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 7 "MLL 10 1 114 IVI IIvIU I INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL <br />FACE OF BLOCK WALL IS 2 1/4" 1 / - <br />_j <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. <br />12 SEE TYPICAL WALL SECTION <br />(TYP) SEE ELEV. �__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 (3) 10d TOENAILS T&B <br />NAILS AT EACH STUD AS REQ'D <br />_2x BLOCKING @ MID <br />POINT EVERY OTH <br />H <br />STUD W/ (3) 1 Od NAILS <br />ER <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 />NAILS AT EACH STUD <br />CN 2x P.T. PLATE <br />r- <br />'It <br />M 5/8" x 10" "J" BOLT B 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ 1 H <br />STD. 90A HOOK IN K.O. BLOCK <br />LO <br />r*- <br />X) <br />,I KNEE WALL ABOVE MASONRY WALL DETAIL <br />CL <br />TO DRAIN <br />EXTERIOR <br />WALL CLEAN -OUT rA WALL <br />SCALE: N.T.S. �4 <br />7 5/8" 8" 7 5/81, 8" 7 5/81, 8" <br />SOLID AREAS ARE <br />STEEL AND GROUT <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 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 _v-� <br />ULL OXOX I U DLU%,lN SIM SONSP2w/(12)10d <br />NAII AT EACH STUD <br />DOOR OPENING DOOR OPENING 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" BLOCKING <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />A (2) 2X4 PT STUDS UNDER HIP <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />1 r%U00 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11 - DOOR JAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />SIMPSON HETA20 W/ (8) 1 Odxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) W1 MIN. 4" EMBEDMENT <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />TYPICAL SECTION THRU WINDOW � �B <br />MASONRY LAYOUT <br />(2)1 <br />SCALE: N.T.S. 1\ �4 <br />MOISTURE BARRIER <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. �/ <br />AND FILLED W/ GROUT <br />ROOFTRUSS <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />KNOCK-OUT),,5 NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1 FOR CONCRETE PLACEMENT 7 <br />4 <br />R <br />A H <br />9 <br />4 4 <br />� t � � 4 <br />— <br />8" STD. 9(f 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 />Il <br />T <br />NOTES: <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />7:.. <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />BLOCKING (TYP.) �DOOF <br />PROPERLY. <br />TRUSS <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />UPLIFT CONNECTOR (SEE SCHEDULE) <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 />MOISTURE BARRIER <br />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />S4 <br />SCALE: N.T.S <br />G <br />S4 <br />WIDTH OF OPENING VARIES . 4" --FORM CONCRETE INSET TO <br />C-4 1 <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD—\ BLOCK WALL ABOVE, <br />SCRAP MATERIAL --- \ <br />LLJ <br />0 <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 />�2 <br />1:1 <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />> <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />CL <br />E <br />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />�_O_ <br />MOUNTING BASE SHOWN <br />FOR CLARITY SEE DETAIL <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />E <br />K/S4 <br />0 <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />0 <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 />7, <br />E2 <br />GENERALNOTES <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />2 <br />0 <br />2 <br />SLOPE FORWARD <br />CONNECTION ASSEMBLY <br />t5 <br />0 <br />FOR DRAINAGE <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />4 <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 />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 />PARTIAL INTERIOR ELEVATION <br />T3 <br />SCALE: N.T.S. <br />lm`� <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 SPEI <br />FOR 2x8 WALL) <br />10d 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 />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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 />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />uwwn i vvn%.,r% <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. 1\,14� <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 />V-4- <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4'- 9' <br />(2) <br />1 (3) <br />1 (2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />1 (4) <br />1 (2) <br />1 (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 F 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 />2 <br />C 0 <br />3' <br />C @ 12" OIC FOR 2"xl 0" OR <br />a <br />GREATER HEADER <br />(2 <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER a 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 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 />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIF7 <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. 1\�, �4 <br />GE <br />SIMPSON SIMPSON <br />a <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 NAILS TOTAL) EA. SIDE OF <br />4,9,, SPLICE STAGGERED <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ Y816d TOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTON I SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVERSTUD <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. �4 <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 — SP2 <br />h'. i _4 11: <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 <br />�-NAILED INTO <br />TRANSOM <br />FRAMING <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S 1 FOR ADDITIONAL <br />DETAILS <br />SIMPSON - <br />Spi SIMPSON <br />RECESS SIMPSON SP4 <br />LINTEL SP4 <br />4 14, <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />Uj <br />0 <br />;2� < <br />2x TOP PLATE <br />U) <br />\�2-16d <br />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 />FEQUAL @ 12" O.C. <br />SEE A/S3 FOR, <br />­� <br />STAGGERED FROM BOT. <br />REINF. INFO. <br />PLATE TO CONCRETE <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALI_r_j__� <br />SCALE: N.T.S. � �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />HTT4 w/ (18) 1 Od NAILS (3610# SPF) <br />0 0 <br />.;e, HTT5 w/ (26) 10d NAILS (4670# SPF) <br />0 a DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF) <br />0000 HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (2215# SPF) <br />0 0 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 (56659 SPF) <br />HDU1 1-SDS2.5 wl (30) 1/4" x 2 1/2" SDS (6865# SPF) <br />9 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 />e 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 rN <br />SCALE:NTS ��4� <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />ROOFTRUSSABOVE <br />/_ 2X BLOCKING <br />INTO 1 Od NAILS @ 6" (2) 16d TOE NAILS <br />TRANSOM STAGGERED EA. BLOCKING <br />FRAMING <br />2X8 WALL ABOVE <br />ENTRY <br />SIMPSON 7 <br />Spi <br />K.O. BLOCK W/(1) <br />SI SIMPSON- J-BOLTS @ 24" O.C. #5 CONT. & <br />SP4 SP4 VMAX FILLED <br />5/8"X1 0" J-BOLTS <br />_2X P.T. PLATE <br />@ 2'-0" O.C. <br />N-1 <br />MASONRY WALL <br />2X8 P.T. BOTTOM P TE <br />10" "J" BOLT @ 24" O.C. MAX. <br />C SIMPSON (MIN. (2) PER BOTTOM PLATE) C <br />F F_ <br />SP4 10d NAILS@ 4" <br />10d NAILS @ 6" O.C. <br />A <br />',�STAGGERED STAGGERED <br />AN M FRAMING <br />PLYWOOD FASTENED TO TRUSSES BEYOND. <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 />L o <br />SIMPSON SP4w/(6) 10dxl 12" Z, <br />(USE SP6 FOR 2x6 WALL, USE o—PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />SIMPSON SP2 wl (12) 10d NAILS MASONRY-- I <br />SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW o_!_5/8"X10"J-BOLTS@24"O.C. <br />o MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"x10" "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 rR <br />SCALE: N.T.S. � S4 <br />'0 <br />L L <br />17 <br />�j <br />1Z <br />QD V <br />U) <br />V) (2) <br />Q) C_/3 <br />4-J LU <br />0 LU <br />V) <br />E <br />C) <br />C"I <br />LU <br />M C13 <br />.a C14 <br />0 0 C:) <br />U_ co <br />C) <br />C_ <br />— <br />�r_ <br />0.� <br />< 0 <br />co <br />U) CL C, <br />Al I <br />BID. <br />.1 1.9.0 <br />rs. C, I <br />lc,.- <br />LU mo L-1.1 ZC <br />s a <br />C-9 id <br />LU 7g.. <br />LU -E <br />z 0 /z <br />C�, <br />LL <br />C� r <br />.0 <br />Ij L; <br />F - ' ' <br />To the best of the Engineers 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 beadng <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />08 <br />z <br />< <br />- SO <br />U <br />0 <br />8 Uzj <br />Fgx� <br />0 10 <br />0 0 <br />I8�� <br />@ <br />uj <br />> <br />z <br />0 <br />U <br />11.-� <br />U) <br />85 <br />2� <br />or— <br />Lr) <br />< <br />RIC <br />r-4 <br />Ln <br />Lu <br />u, <br />r*4 <br />Lu <br />;it -, <br />< <br />Z <br />Z <br />ul 2 <br />Uj <br />LU <br />Lij <br />z <br />uJ cc z <br />z <br />0 <br />ca <br />0 <br />z <br />LU <br />< z <br />0- <br />U0 <br />SCALE AS NOTED <br />DATE 4/12/2019 <br />TECH: JBERCHAL <br />VERSION No. 5al <br />SHEET NO. <br />S4 <br />