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r----------------------- i (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH I I ;gic --(2) 2x HEADER TO SIT I I I ZZ, 1 1 2X6 / 2X8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24' O/C (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4"S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION =U Lj //a 0 1 UULIU NNIOM rtK AO I M U. 1/2"GYPSUM BOARD 7 5/81, 8" 7 5/8" 8" 7 5/8- 8" 926 APPLY 3 LAYERS W/ TOTAL CONNECTION SCREW OFF CAP (3- DIA.) - W/ DRYWALL SCREWS X THICKNESS 7/8" OVER METAL FOR CLEAN -OUT - @ 8' O.C. OR 4d 2x DEAD WOOD @ MID v LATH. FIRST 2 LAYERS 3/8" THICK POINT wl (3) 12d MIN. EXTENSION FROM DRYWALL NAILS SOLID AREAS ARE F1 SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. TONEAILS SPACED STEEL AND GROUT STEEL AND GROUT I DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK CRICKET AS REQUIRED I PLATE WALLIS 1 1/2"MAXIMUM INTERIOR FULL 8x8x1 6 BLOCK SIMI 'SON SP2 w/ (12) 10d EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 2 1/4" WALL NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 rim 5 FBLOCKING W/ 2-16d TOE NAILS CL —DOOR OPENING DOOR OPENING DOOR OPENING 1/2"EXTERIOR GRADE SHEATHING @ TO DRAIN LM EACH END L - - - - - - - - - - - - - - - - - - - - - - - FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ COMMON WIRE NAILS @ 4" O/C 4"0 C ' FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING co TO BLOCKING WALL CLEAN -OUT A WALL O/C FIELD 2x TOP PLATEJ --�(2) 2x HEADER 2X4 PT STUDS @ 16' O.C. V2-16d NAILS @ 24" O.C. OR PER PLAN SCALE: N.T.S. ID I ID 1 (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 MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 1 0dx1 1/2" L:::�j REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. E JB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. ENT PROVIDE P.A.F. NAILS OR MANUFACTURER. IN KO BLOCK AT EA. STUD I L MAIN SPAN 2 x 6 (MIN.) FRAME 2x P.T. PLATE EQUAL@ 12- O.C. WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW �B MASONRYLAYOUT rD MOISTURE BARRIER ROOFTRUSS SEE AIS3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR PLATE TO CONCRETE 'T REINF. INFO. SCALE: N.T.S. SCALE: N.T.S. 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) DIA A P EX (3 T " E 'UT N FROM E OF BLO MIMUM OM EX _ rE K W LLIJ A S 24" �TE ORJ� � �4 AND FILLED W/ GROUT 12 ,-,,--SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL (Typ) SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW TRUSSES @ 24' O/C VERTICAL JAM UPLIFT CONNECTOR KNOCK -OUT_ 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 1/'E BEARING WOOD FRAME WALLK'j (SEE SCHEDULE) BLOCK W1 (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT 96 3/8" F CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S.1\ �4 � �4 TOP PLATE 4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 2x S.P.F. STUDS @ 16"O.C. 88" NOT TRANSFER LOAD. 4 4 WALL PIPE OR DUCT wl PENETRATION THRU TOP PLATE w/ MORE SINGLE 2x CONT. TOP t 4 4 ........... —, 4 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN, SOLID MEMBER OR 4 b=2400 PSI (AS PER PLANS) PLATE W/ (2) 12d INTO STD. 9CrHOOK 8"- 16 < DOOR STOP PSPN516Z w/ (12) 16d NAILS P.L. 1.8E F TRUSS ABOVE 8' 7 4 MOLDING a HTT4 w/ (18) 10d NAILS (3610# SPF) 2x CLOSURE WALL W/ v" uL 6 G * HTT5 w/ (26) 1 Od NAILS (4670# SPF) THAN 5 0 'o PSPN51 6Z Top 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF STUDS @ 16' O.C. W/ GARAGE TOP 2 ROWS 10d @ 3" O.C. (14 0 0 J LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS 5811 DTT2Z w/ (8) 1/4" x 1 1/2"SDS (1835# SPF) %p* SPLICE STAGGERED 0 0 SIMPSON SP2 wl (12) 10d (3) 10d TOENAILS T&B GREATER THAN V-10"WIDE (U.N.O. ON [DOOR 00 * HDU2-SDS2.5 wl (6) 1/4" x 2 1/2"SDS (2215# SPF) a HDU4-SDS2.5 w/ (10) 1/4"x 2 1/2"SDS (3285# SPF) 2x BLOCKING @ MID J-BOLT HDU5-SDS2.5 w/ (14) 1/4"x 2 1/2"SDS (4065# SPF) NAILS AT EACH STUD AS REQ'D PLAN) POINT EVERY OTHER OPENING 41" TRACK HDU8-SDS2.5 w/ (20) 1/4"x 2 1/2" SDS (5665# SPF) STUD W/ (3) 1 Od NAIL, H 1 Od @ 8" O/C a HDU11-SDS2.5 (3011/4"x21/2"SDS16865#SPF1 S,v� 34" PPArkPT CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4"O/C BOUNDARIES 6- O/C EDGES & 8"O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE NO 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT C14 iR 1 C-4 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL C, tz E E 0 a: �2 CD C'4 M MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS FILLED CELL W/ (1) #5 VERTICAL 5/8"DIA. x 12"EPDXIED A.T.R. MIN. 8" SEE FDN. PLAN FOR LOCATION EMBEDMENT w/ WASHER & NUT ATTACH ALL FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 1011 DOOR TRACK EXTERIOR STUDS A.T.R. MIN. 8"EMBEDMENT w/ WASHER & W/ Y�l 6d TOENAILS 6 3/4" W/MOUNTING ANGLE TO P PLATE NUT 31/2" FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: 1�� FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8"EMBEDMENT w/ WASHER & NUT FILL LINTEL AND ALL CELLS ABOVE LINTEL. OVER STUD FOR HDU11 USE 1" DIA. x 12"EPDXIED A.T.R. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED TYPICAL GARAGE DOOR BUCK TOP PLATE SPLICE DETAIL rM HTT HDU TENSION TIE BLOCKING (TYP.) PROPERLY. SCALE: N.T.S. SCALE: N.T.S. SCAI E- NTS (2S4) \,-ROOF TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS HDI IPT rr)KlNPrT0P IQ9:9: Qr'Wg:r)HI M OPENINGS LESS THAN OR EQUAL TO V-0- IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON nc REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. S4 SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 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 11-4' (1) (2) (1) (2) (1) LSTA30 41-9- (2) (3) (2) 1 (2) (1)LSTA30 9'-16' (3) (4) (2) 1 (4) (2)LSTA30 SP4 SP2 SIMPSON SP4 -] SP2 SIMPSON SP4 "J,`:��--2XTOP ROOFTRUSSABOVE ki PLATE L OVERLAPPING 2X BLOCKING 2X STUDS @ 24' O.C. \-NAILED r-18"xl 0""J" BOLT @ 24 MAX. '�2 INTO 1 Od NAILS @ 6" 16d TOE NAILS MIN )) P O-C�R OTTOM PLATE TRANSOM FRAMING TRANSOM FRAMING STAGGERED EA. BLOCKING Wlr'iTWr)rr)D;:mimr,_x/AQi;:Q 4" ECTION 11-2x P.T. SEE SECTION AA/Sl FORM CONCRETE INSET TO FLA I S I "PS PER CHAR I ABOVE 10 BE LIEN I PLATE AND BB/Sl FOR 2X8 WALL ABOVE CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD OVER TOP PLATE ** HOLD DOWN CONNECTIONS —7 ^' ADDITIONAL DETAILS SIMPSON ENTRY BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL—\ WITHOUT UPLIFT \ 1 9- 1 spi K.O. BLOCK W/(1) SEE FLOOR PLAN NOTES FOR \-SIMPSON SP4 SIMPSON SIMPSON- _J-BOLTS @ 24" O.C. #5 CONT. & W REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED 0 LINTEL 5/8"X1 0" J-BOLTS 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0- O.C. @ 12- O/C EACH FACE OR FORM CREATES CONCRETE RECESS TO 2ax4 (NO RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12d NAILS STAGGERED @ 12' O/C FOR 2'xl 0' OR 2X8 P.T. BOTTOM PrE MASONRY WALL FOR WATER SHED. 2x CRIPPLES @ HEADER I KEEP STIFFENER BACK FROM SIDES ENOUGH 16- O.C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B - 7 BOLT @ 24' O.C. MAX. SIMPSON SP4 w/ (6) SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2"AT EA (2) 2x HEADER SEE PLAN SP4 SP2 SIMPSON MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR INTERIOR HEADER: SP4 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 �4 \_(1) 2x SILL PLATE W/ (2) 10d NAILS@ 4 MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) "o 12d TOENAILS STAGGERED A 10d NAILS @ 6" O.C. GARAGE ENTRY FORM DETAIL BOX HEADER o EXTERIOR HEADERS: STAGGERED 1 Od NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) a 0 TRANSOM FRAMING 6 MOUNTING BASE SCALE: N.T.S. O/C TYP. \-NAILED BEYOND. 12d TOENAILS INTO 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x 9 OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES L 7 CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING "__,�_WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD ra TYPICAL (U.N.O.) LS30 w/ (6) 1 Od x 11/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES rE SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/Sl AND & 8"O/C FIELD 0 �4 L CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL 0 GARAGEFLOOR '--2x STUDS TYP. DETAILS 0 TRAVEL DIRECTION OF 9 SIMPSON SP4w/(6) 10dx 1 12" ZO GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE '—PLYWOOD 0 SIMPSON HTT4 TYP. U.N.O. SEE N/S4 spi SIMPSON SP8 FOR 2x8 WALL) 0 SHEATHING RECESS SIMPSON SP4 SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- I MOUNTING BASE DETAIL HOLD DOWN LINTEL SP4 SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW a�_!_5/8"X10"J-BOLTS@24"O.C. CONNECTIONS MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. NOT REQUIRED @ PLATE) SCALE: N.T.S. 4 4 4 A 'BOTTOM P.T. BOT. PLATE BEARING WALLS NOTED 4 4 IF— I \ I AL ERNATE: POURED CONCRETE BASE FOR OF MOUNTING B E WITHOUT UPLIFT , I _�rl 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED 2X8 P. I. B0 I I OM.�, MIN. 6"INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE I @ 24" O.C. SHED FORWARD THIS DRAWING. WALL HEADER DETAIL I I I � FRAMING DETAILS ABOVE ENTRY rR PARTIAL INTERIOR ELEVATION SCALE: N.T.S. � �4 L5/8"A`10' -7 BOLTS @ 24' O.C. MAX. SCALE: N.T.S. �4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) 01 4--J LU 0 LU Lh Ln �(D =:: 2 La -0 C14 05. I u_ rilf < Im 0 IFZ- co Lo < Ci A lq-07 Ell JU LU z z LL 2 E c) 0 C* r\O 11 0 ROF Q� Wk% To the beat of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within ftse drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers 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 2001 Tampa, FL 33607 www.LennarTampa.com z ej z 8 50 0 '1H �jz w 0 2� fle F, 0 C/) z -0 L4 3: 0 > LU C) U U� < 00 z Z LU In Lij Ln M z z L M 0 z Lij 3: LU rn SCALE AS NOTED DATE 4/5/2019 TECH: JBERCHAL VERSION No. 42 SHEET NO. S4 1j