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(2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O!C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (nP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5!8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS THICKNESS 7/8" OVER METAL 2x DEAD WOOD MID FOR CLEAN -OUT @ 8" O.C. OR 4d @ ❑ LATH. FIRST 2 LAYERS 3/8" THICK POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT STEEL AND GROUT DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ ❑ CRICKET AS REQUIRED PLATE WALL IS 1 1/2 MAXIMUM INTERIOR FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ SIMPSON SP2 w/ (12) 10d FACE OF BLOCK WALL IS 2 1/4" NAIL AT EACH STUD EBLOCKING USS BOTTOM CHORD OR 2x4 DOOR OPENING DOOR OPENING DOOR OPENING —r 1/2" EXTERIOR GRADE SHEATHING ACH END/ 2-16d TOE NAILS TO DRAIN FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v TO BLOCKING A WALL ❑ ❑ ❑ O/C FIELD \�2-16d (2) 2x HEADER WALL CLEAN -OUT 2x TOP PLATE PER PLAN SCALE: N.T.S. 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR S4 ❑ ❑ ❑ (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1) 10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS =_ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" 2STUD 24" REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB x @ SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS STAGGERED FROM BOT. UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE " " 8X8X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) REINF. INFO. SCALE: N.T.S. SL� S4, SCALE: N.T.S. S4 ° AND FILLED W/ GROUT ° 4 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL (Typj SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - UPLIFT CONNECTOR VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE BEARING WOOD FRAME WALL j UPLIFT CONNECTOR 5/8"DIA: x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE KNOCK -OUT (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. S4 SCALE: N.T.S. S4 DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + POINT EVERY OTHER +++ + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 8" STD. 90 HOOK 8" LINTEL BEAM W1(1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION ------------- ILL TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. _ ° WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR EQ a 4 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° a DOOR STOP PSPN516Z w/ (12) 16d NAILS 71 ° 4 ° n MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° • HTT4 w/ (18)10d NAILS (3610# SPF) — 58" 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) — DOOR A8„ SPLICE STAGGERED • iyj� ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4 SDS2.5 w/ (10)1l4" x 2112"SDS (3285#SPF) " J-BOLT 71 N.� — • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) 41 TRACK • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) 34" BRACKET G OAS 10d @ 8" O/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) — T �NC�c • 5/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" 1',o EMBEDMENT w/ WASHER & NUT ATTACH ALL 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 10" DOOR TRACK EXTERIOR STUDS W/ (4) 16d TOENAILS A.T.R. MIN. 8" EMBEDMENT w! WASHER & — 6 3/4" W/MOUNTING ANGLE TO TOP PLATE NUT 3 1/2" — — • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T R. NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT wl WASHER & NUT 0 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC FASTENED TO TRUSSES WITH 8d COMMON 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. OVER STUD • FOR HDU11 USE 1" DIA. x12" EPDXIED A.T.R. WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT EDGES & 8" O/C FIELD - _ = PORT -__ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE rN SIMPSON SP1 w/ (10)10d 2O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED NAILS AT EACH STUD BLOCKING (TYP.) SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 PROPERLY. N 2x P.T. PLATE__ROOF TRUSS F= 2240 LBS � U3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT SIMPSON SIMPSON _ __ _ __ SIMPSON C REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON I 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER FLOOR PLAN. 00 AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W! TYPICAL FILLED LINTEL ASSEMBLY G STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. �4 N KNEE WALL ABOVE MASONRY WALL DETAIL F g SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END I EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE 2XPT = ni WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE o CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS R7 o 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED Q —' SCRAP MATERIAL— ATERIAL WITHOUT UPLIFT Q SEE FLOOR PLAN NOTES FOR SIMPSON SP4 LU REQUIRED CONNECTION o SF ENO Fj°�Nl'1' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR FORM CREATES CONCRETE RECESS TO d NAILS 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @R02'WO C2FOR 2' z OT ORGERED FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER 0 16" 0 C W/ 2 12d Oliviroviv 01-4 SP2 �nvirwiv SIMPSON SP1 SIMPSON SP4 10 ST Zo —J- M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 a ° ° a 2X8 P.T. BOTTOM P TE �r4 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING d NAILS @ 6" (2) 16d TOE NAILS AGGERED EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) BOLTS @ 24" O.C. #5 CONT, & AX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL C KEEP STIFFENER BACK FROM SIDES ENOUGH ( ) B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) N SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA (2) 2x HEADER SEE PLAN SIMPSON C 1 SP4 SP2 SP4 o MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) + 1.2 MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. cn E FOR CLARITY SEE DETAIL IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A STAGGERED GARAGE ENTRY FORM DETAIL BOX HEADER EXTERIOR HEADERS: = SEAT FOR BLOCK IS POURED 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) o 0 TRANSOM FRAMING 2x6 MOUNTING BASE SCALE: N.T.S. 0/C TYP. BEYOND. IN PLACE CONCRETE 12d TOENAILS NAILED INTO GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES ti TROWEL FINISH SEE f CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD GENERAL NOTES TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING 0/C BOUNDARIES 6" 0/C EDGES o E SHEATHING SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE & 8" O/C FIELD FOR DRAINAGE CONNECTION ASSEMBLY BB SS FOR OADDIT ADDITIONAL S4 B GARAGE FLOOR 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ I ; `I:.�� TRAVEL DIRECTION OF (6)10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD O SIMPSON HTT4 TYP. SP1 SP8 FOR 2x8 WALL o O t SIMPSON ) SHEATHING Op�c O'4 U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY MOUNTING BASE DETAIL G ** HOLD DOWN RECESS SIMPSON SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. 4 a a a NOT REQUIRED @ PLATE) o e ° ° P.T. BOT. PLATE BEARING WALLS NOTED ° a ALTERNATE: N SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E WITHOUT UPLIFT 4 °° 0 5/8" DIA. ATR EPDXIED DIMENSIONS TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM � BLOCK WALL. RECESSED SPACE MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY rR W SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN �a SCALE: N.T.S. S4 . (2) PER BOTTOM PLATE) U� Z M O z N z� nE3 U) zK= Q w � p •O W C� o N U o 0 —m W N M m M c N M U N a M C N U �0 Wno ¢ 0) LO 0 CL rn Q o N C B D C Al I B D• N �O YI O O M 00 ZLU z Wvv UJI 10z ST W z�4�4�1 ifs o �W.F .COM • °NSE G y �J `6� ✓ ��rL� � dui G? �. �aa�•ff0� r o C.FE$,<O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.com oZ ° s~ �o W Za g w<�[Y �z00 z uj ozwz dp� au�c O W N m o i z� LL �� a Z Q� -0 a Q U = U) . Or y N Lr) � Z��a W Q aa�� z z �ey8!j W J O0Hwv W Y Q M Q Z gQz Z U a to S W J V 00 g = a rn T -•I 131- LO o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION NO. 5ol SHEET NO. S4 KEEP STIFFENER BACK FROM SIDES ENOUGH ( ) B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) N SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA (2) 2x HEADER SEE PLAN SIMPSON C 1 SP4 SP2 SP4 o MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) + 1.2 MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. cn E FOR CLARITY SEE DETAIL IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A STAGGERED GARAGE ENTRY FORM DETAIL BOX HEADER EXTERIOR HEADERS: = SEAT FOR BLOCK IS POURED 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) o 0 TRANSOM FRAMING 2x6 MOUNTING BASE SCALE: N.T.S. 0/C TYP. BEYOND. IN PLACE CONCRETE 12d TOENAILS NAILED INTO GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES ti TROWEL FINISH SEE f CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD GENERAL NOTES TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING 0/C BOUNDARIES 6" 0/C EDGES o E SHEATHING SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE & 8" O/C FIELD FOR DRAINAGE CONNECTION ASSEMBLY BB SS FOR OADDIT ADDITIONAL S4 B GARAGE FLOOR 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ I ; `I:.�� TRAVEL DIRECTION OF (6)10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD O SIMPSON HTT4 TYP. SP1 SP8 FOR 2x8 WALL o O t SIMPSON ) SHEATHING Op�c O'4 U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY MOUNTING BASE DETAIL G ** HOLD DOWN RECESS SIMPSON SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. 4 a a a NOT REQUIRED @ PLATE) o e ° ° P.T. BOT. PLATE BEARING WALLS NOTED ° a ALTERNATE: N SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E WITHOUT UPLIFT 4 °° 0 5/8" DIA. ATR EPDXIED DIMENSIONS TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM � BLOCK WALL. RECESSED SPACE MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY rR W SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN �a SCALE: N.T.S. S4 . (2) PER BOTTOM PLATE) U� Z M O z N z� nE3 U) zK= Q w � p •O W C� o N U o 0 —m W N M m M c N M U N a M C N U �0 Wno ¢ 0) LO 0 CL rn Q o N C B D C Al I B D• N �O YI O O M 00 ZLU z Wvv UJI 10z ST W z�4�4�1 ifs o �W.F .COM • °NSE G y �J `6� ✓ ��rL� � dui G? �. �aa�•ff0� r o C.FE$,<O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.com oZ ° s~ �o W Za g w<�[Y �z00 z uj ozwz dp� au�c O W N m o i z� LL �� a Z Q� -0 a Q U = U) . Or y N Lr) � Z��a W Q aa�� z z �ey8!j W J O0Hwv W Y Q M Q Z gQz Z U a to S W J V 00 g = a rn T -•I 131- LO o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION NO. 5ol SHEET NO. S4 U� Z M O z N z� nE3 U) zK= Q w � p •O W C� o N U o 0 —m W N M m M c N M U N a M C N U �0 Wno ¢ 0) LO 0 CL rn Q o N C B D C Al I B D• N �O YI O O M 00 ZLU z Wvv UJI 10z ST W z�4�4�1 ifs o �W.F .COM • °NSE G y �J `6� ✓ ��rL� � dui G? �. �aa�•ff0� r o C.FE$,<O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.com oZ ° s~ �o W Za g w<�[Y �z00 z uj ozwz dp� au�c O W N m o i z� LL �� a Z Q� -0 a Q U = U) . Or y N Lr) � Z��a W Q aa�� z z �ey8!j W J O0Hwv W Y Q M Q Z gQz Z U a to S W J V 00 g = a rn T -•I 131- LO o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION NO. 5ol SHEET NO. S4