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(2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)-� 2x DEAD WOOD @MID FOR CLEAN -OUT { POINTw/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 81' 7 5/8" 81' SOLID AREAS ARE STEELAND GROUT FULL 8 8 16 BLOC 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL I l I I I I I n I x x K SIMILSON SP2 w/ (12)10d FACE OF BLOCK WALL IS 21/4" I — I U NAIL AT EACH STUD EBLOCKING USS BOTTOM CHORD OR 2x4 CL, W/ 2-16d TOE NAILS JPTO DRAIN DOOR OPENING DOOR OPENING DOOR OPENING -t 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ � ❑Fol COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( )LU TO BLOCKINGKO'A WALL ❑ ❑ O/C FIELD V2-16d (2) 2x HEADER WALL CLEAN-OUT2x TOP PLATPER PLAN SCALE: N.T.S. S4Fol A 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)1 Od @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS =__ = CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w! 8 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WE 2x STUD @ 24" 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. STUDMAIN SPAN ROOF TRUSS 2x P.T. PLATE — LATE EQUAL @ 12" O.C. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER SEEA/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) PLATE TO CONCRETE SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND FILLED W/ GROUT ° 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT DOUBLE 2x4 SPF. #2 ° TOP PLATE ° 2x S.P.F. STUDS @ 16" O.C. ° ° SINGLE 2x CONT. TOP ° PLATE W/ (2)12d INTO TRUSS ABOVE 8" STD. 90°HOOK g" 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS SIMPSON SP2 w/ (12)1Od (3)10d TOENAILS T&B GREATER THAN 6'-0" WIDE (U.N.O. ON NAILS AT EACH STUD AS REQ'D PLAN) 2x BLOCKING @ MID POINT EVERY OTHER OPENING STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO FILLED CELL WI (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION TRUSS BELOW 11111 I I NOTES: 1/2" EXTERIOR GRADE SHEATHING 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION EDGES & 8"O/C FIELD WIL _ PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. SIMPSON SPl w/ (10)1Od Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. 2x P.T. PLATE OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 4 OPENINGS LESS THAN OR EQUAL TO -0" IN WIDTH DO NOT O 6' REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER FLOOR PLAN. AND FILLED SOLID W/GROUT G TYPICAL FILLED LINTEL ASSEMBLY 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK WALL ABOVE MASONRY WALL DETAIL rF� SCALE: N.T.S. S4 JKNEE SCALE: N.T.S. d M Lo cc MOUNTING BASE NOT SHOWN LO FOR CLARITY SEE DETAIL g K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB onto TROWEL FINISH SEE GENERAL NOTES 2 SLOPE FORWARD r FOR DRAINAGE 00 W SEE PLAN FOR FOOTING DIMENSIONS 0 GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1 #5 VERT. IN CONC. FILLED CELL_______4 a ° W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - VERTICAL JAM BEARING WOOD FRAME WALLKj'_)I 5/8DIA. x J-BOLTS AT 6-3/4, 41-3/4, 71,AND 96-3/8 ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. S4 SCALE: N.T.S. S4 CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR _ ° WALL d a a 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 MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° • HTT4 w/ (18)10d NAILS (3610# SPF) 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL} EA. SIDE OF ° o • HTT5 wl (26)10d NAILS (4670# SPF) 58" -K DOOR 0sr8°SPLICE STAGGERED ° ° DTT2Z w/ (8)1/4" x 11/2"SDS (1835# SPF) ° • N o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) J-BOLT __ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) TRACK J HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) 34" BRACKET G 10d @ 8" 0/C ��S : HDU11-SDS2.5 w/ (30)1/4 x 21/2 SDS (6865# SPF) _ r ANC • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" A EMBEDMENT w/ WASHER & NUT ATTACH ALL C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 10" DOOR TRACK W/MOUNTING ANGLE EXTERIOR STUDS TO PLTi4TE AILS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & _ T�P NUT 31/2" - NOTE: • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER & NUT FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD ° • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. AT LEAST 4'-0" LONG. TYPICAL ° MIN. 8" EMBEDMENT w/ WASHER & NUT TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C 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 EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) 2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 SP2 I YFFSIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" 1 TOE NAILS MIN. (2) PER TRANSOM STAGGERED EE L A. BLOCKING BOTTOM PLATE TRANSOM FRAMING FRAMING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION 2X P.T. SEE SECTION AA/S1 CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS PLATE AND BB/S1 FOR cc 2X8 WALL ABOVE 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED ADDITIONAL DETAILS SIMPSON ENTRY SCRAP MATERIAL WITHOUT UPLIFT SP1 K.O. BLOCK W/(1) -' SEE FLOOR PLAN NOTES FOR SIMPSON SP4 -BOLTS @ 24" O.C. REQUIRED CONNECTION RECESS SIMPSON S 4PSON MAX FILLED LINTEL 2-ROWS 12d NAILS STAGGERED '0" O.C. 0" BOLTS N @ 12" O/C EACH FACE OR 2X P.T. PLATE @ @ 22'-0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12d NAILS STAGGERED MASONRY WALL ° ° FOR WATER SHED. @ 12" O/C FOR 2"x10" OR 2X8 P.T. BOTTOM P TE C 2x CRIPPLES @ GREATER HEADER A KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 Od x 1 1/2" AT EA 1 SP4 SP2 SIMPSON 4PSON C MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR �+ • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS 10d NAILS 6" O.C. MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED 4„ A @ GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: STAGGERED 2x6 MOUNTING BASE SCALE: N.T.S. �/� TYPS @ 8" ONLY () • ° ° TRANSOM FRAMING (1) 2x SILL PLATE W/ 2 12d TOENAILS NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING 8x8x16 C.M.U. (2) 2x SILL PLATE w/ SIMPSON WITH 8d COMMON WIRE NAILS 4" PLYWOOD CRIPPLE STUD LS30 w/ (6) 1Od x 1 1/2" EACH O/C BOUNDARIES 6" O/C EDGES SHEATHING TYPICAL (U.N.O.) TRANSOM FRAMING o E GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/Si AND & 8" O/C FIELD S4 CONNECTION ASSEMBLY GARAGE FLOOR BB/S1 FOR ADDITIONAL Z - TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6)10d x 1 12" zoB GARAGE DOOR SIMPSON O SIMPSON HTT4 TYP. (USE SP6 FOR 2x6 WALL, USE PLYWOOD O SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING OAF �R U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL G ** HOLD DOWN RECESS SIMPSON • SIMPSON SP1 w/ (10)10d NAILS ---- I� CONNECTIONS LINTEL SP4 MAX (MIN (2) PER BOTTOM SCALE: N.T.S. 1-10 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. NOT REQUIRED @ 91 PLATE) P.T. BOT. PLATE BEARING WALLS NOTED a ° a ALTERNATE: WITHOUT UPLIFT °° d 5/8" DIA. ATR EPDXIED ° P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE PATE @ 24" O.C. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. PER SCALE: N.T.S. S4 (MIN. (2) BOTTOM PLATE) C9LO z� z� Z a weld U, z0t/') CD •-tN J f13 0 °U ttt 0 c U LU 1--- mo pNM a 1p0 M C N = U O t"OGo 0 ¢, Q O Sam N �O g � N U) 5 Z W f z �' z U) °' w W �W VaLL zd Z U 9�� LLz �� Za��^ A aw. COM / :`4' p`�i4t�1•F�� To the best of the Engineers 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 LU is �?Q0 N L � g W } U 2 `JJ/ Ln3 T i w U V ■ VJ 01 . 0 rI Q J E` I; o # (V. C) <X DC Z Z J Ln W & t= aZ� W ZZ �S m O N N 06 Z Z Q J W = <W S 0- 1 cn s SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. S4