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_rrip MR Rir r----------------------- i (2) 2X6 OR (2) 2X8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH /-TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 2X6 / 2X8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA ' TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER-\ //-SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2"GYPSUM BOARD CONNECTION SCREW OFF CAP (3- DIA.) W/ DRYWALL SCREWS '----2x DEAD WOOD @ MID FOR CLEAN -OUT - @ 8' O.C. OR 4d POINT W/ (3) 12d - DRYWALL NAILS MIN. EXTENSION FROM TONEAILS SPACED I DOUBLE 2x TOP EVENLY - EXTERIOR FACE OF BLOCK - I DI A= WALL IS 1 1/2" MAXIMUM 7 5/8" 8" 7 5/8, 8" 7 5/8" 8" F] - SOLID AREAS ARE STEEL AND GROUT ffl F CHI I 0�0 IC 01 nfll/ 12 SEE ELEV. 1,55S�� 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 ASTIVI C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EA H. 3RD LAYER 1/8"THICK. CRICKET AS REQUIRED _r,� EXTENSION FROM EXTERIOR SIMLS)ON SP2 W/ (12) 1 Od HEADER FLUSH TO OUTSIDE OPTION WALL NAILI AT EACH STUD RUSS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 2 1/4" EBLOCKING W/ 2-16d TOE NAILS CL, DOOR OPENING DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING @ EACH END TO DRAIN P=1 um FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 1 Od @ a COMMON WIRE NAILS @ 4- O/C 4"O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6"O/C EDGES & 8" LOCKING LU IING d 2 W4 T TO BLOCKING WALL O/C FIELD --�(2) 2x HEADER WALL CLEAN -OUT 2XTOPPLATE-/ PER PLAN SCALE: N.T.S. 2X4 PT STUDS @ 16"O.C. 2-16d NAILS @ 24' O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM v CARRIER/GIRDER TRUSS CHORD OR BLOCKING 2x BOTTOM PLATE W/ (1) 10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE 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) 10dxl 1/2" REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11 " DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" B SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) W/ MIN. 4" EMBEDMIJENTI O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. I PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME MANUFACTURER. IN KID BLOCK AT EA. STUD I L MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOFTRUSS STAGGERED FROM BOT. WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW MASONRYLAYOUT rF� MOISTURE BARRIER SEE A/S3 FOR PLATE TO CONCRETE ri__� 4T UPLIFT CONNECTOR REINF. INFO. 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AKIn 9:11 1 IM %Aff ('-DOHT k __ 12 ,,,-,-SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFTCONNECTOR (SEE SCHEDULE) 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 2x CLOSURE WALL W/ STUDS @ 16- O.C. W/ SIMPSON SP2 w/ (12) 1 Od (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 TRUSSBELOW 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) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT@ 24" O/C MAX W/8"EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 9 1 #5 VERT. IN CONC. FILLED CELL W/ I S 90A !14 TD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL — I C14 LO co C1 C:>4 11 tz E 1.0- 1 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE ci: 00 C%4 GENERALNOTES SLOPE FORWARD FOR DRAINAGE KNOCK -OUT_ NOTCH LINTEL WHERE REQUIRED BLOCK W/ (11 )#5 FOR CONCRETE PLACEMENT 7 8" STD. 91fHOOK-4-11li'm I LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-10"WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W1 (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION Ilion min will P. F, NOTES: (DFILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) \'-ROOF TRUSS PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) (D OPENINGS LESS THAN OR EQUAL TO V-0- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. G SCALE: N.T.S. S4 1 #5 VERT. IN CONC. FILLED CELL TYPICAL INTERIOR NON - VERTICAL JAM W/ STD. 900 HOOK IN K.O. BLOCK 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 rE BEARING WOOD FRAME WALL(- �j FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S SCALE: N.T.S. 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" tt- NOT TRANSFER LOAD. . . . . . . . . . . WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR 4 < THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) Z4 DOOR STOP PSI PSPN516Z w/ (12) 16d NAILS 71" Z� MOLDING TOP 2 ROWS 1 Od @ 3- O.C. (14 HTT4 w/ (18) 10d NAILS (3610# SPF) 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF HTT5 w/ (26) 1 Od NAILS (4670# SPF) 58" DOOR SPLICE STAGGERED 0 0 0 0 0000 a DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF) 9 HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (2215# SPF) HDU4-SDS2.5 w/ (10) 1/4"x 2 1/2" SDS (3285# SPF) 41" J-BOLT (Ifl4v HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (4065# SPF) 0- TRACK HDU8-SDS2.5 w/ (20) 1/4"x 2 1/2"SDS (5665# SPF) 34" BRACKET 10d @ 8' O/C HDU1 1-SDS2.5 w/ (30) 1/4" x 2 1/2"SDS (6865# SPF) F2`19b 9 5/8"DIA. x 12" EPDXIED A.T.R. MIN. 8� qnr w EMBEDMENT w/ WASHER & NUT ATTACH ALL 0 FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 10" DOOR TRACK W/MOUNTING ANGLE EXTERIOR STUDS W/ �816d TOENAILS TO P PLATE A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 31/2" FOR HDU8 USE 7/8"DIA. x 12" EPDXIED A.T.R. NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC MIN. 8"EMBEDMENT w/ WASHER & NUT FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD FOR HDU1 1 USE I " DIA. x 12" EPDXIED A.T.R. AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT TYPICAL GARAGE DOOR BUCK KOK� TOPPLATE SPLICE DETAIL HTT HDU TENSION TIE SCALE: N.T.S. �4 SCALE: N.T.S. SCALE:NTS F= 2240 LBS SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"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- 1 (2) (3) (2) 1 (2) (1)LSTA30 9'-16' 1 (3) (41 (2) (4) (2) LSTA3071 FFSP4 SP2 I SIMPSON SP4 -1 SP2 I T SIMPSON SP4 ROOFTRUSSABOVE 2X TOP PLATE 2X STUDS @ 24- O.C. OVERLAPPING 2X BLOCKING \�-NAILED �x /8"x10J"BOLT @ 24- O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING TRANSOM FRAMING STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO - FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION t. 1. PLATE SEE SECTION AA/S1 CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS AND BB/Sl FOR ADDITIONAL DETAILS 2X8 WALL ABOVE ENTRY 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED IV_____w_ SIMPSON SCRAP MATERIAL-� WITHOUT UPLIFT '-SIMPSON Spi K 0 BLOCK W/(1) SEE FLOOR PLAN NOTES FOR SP4 SIMPSON SIMPSON- -BOLTS @ 24- O.C. -IN #5 CONT. & UJ REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED > 0 LINTEL Z 5/8"X10"J-BOLTS 2-ROWS 12d NAILS STAGGERED T Cl 11 I_:: 2X P.T. PLATE @ 7-0" O.C. @ 12- OIC EACH FACE OR IFL. I FORM CREATES CONCRETE RECESS TO �1 3-ROWS 12d NAILS STAGGERED 1 1 MASONRY WALL 2Nx4 (N M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ @ 12" O/C FOR 2'xl 0" OR 4 \2X8 I P.T. BOTT E OM PrT GREATER HEADER I- KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d I — (�) 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 SIMPSON (MIN. (2) PER BOTTOM P1 A E) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 Od x 1 1/2"AT EA SP4 SP2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR INTERIOR HEADER: i FFSP4 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2X6 WALL, USE SP8 \_(1) 2x SILL PLATE W/ (2) 1 Od NAILS@ 4- r--MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS A 1 Old NAILS @ 6" O.C. GARAGE ENTRY FORM DETAIL BOX HEADER * EXTERIOR HEADERS: _11�STAGGERED STAGGERED 10d NAILS @ 8 ONLY (1) 2x SILL PLATE W/ (2) 0 0 TRANSOM FRAM ING 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS \-NAILED BEYOND. INTO 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x 0 OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES 71 CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING _-"�WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0, TYPICAL (U.N.O.) LS30 w/ (6) 1 Od x 11/2" EACH TRANSOM FRA MING O/C BOUNDARIES 6"01C EDGES 0 SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8"O/C FIELD CONNECTION ASSEMBLY BB/Sl FOR ADDITIONAL GARAGEFLOOR "�2x STUDS TYP. DETAILS TRAVEL DIRECTION OF o SIMPSON SP4w/(6) 10dx 1 12" GARAGE DOOR SIMPSON - (USE SP6 FOR 2x6 WALL, USE 0 —PLYWOOD SIMPSON HTT4 TYP. spi SIMPSON SP8 FOR 2x8 WALL) 0 SHEATHING U.N.O. SEE N/S4 SP4 SIMPSON SP2 w/ (12) 10d NAILS MASONRY— MOUNTING BASE DETAIL ** HOLD DOWN RECESS SIMPSON SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0 5/8'X1 0' J-BOLTS @ 24" O.C. CONNECTIONS LINTEL SP4 I MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. NOT REQUIRED @ 0 PLATE) 4 'BOTTOM P.T. B BEARING WALLS NOTED OT.PLATE IL I 0 ALTE NATE* -"POURED CONCRETE BASE FOR OF MOI INTING R E WITHOUT UPLIFT 4 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED 2XE1 P. 1. 1:10 1 1 OM MIN. 6" INTO BOND BEAM rp_"� FOR GARAGE DOOR AND WATER GARAGE FLOOR. nD PLATE @ 24" O.C. SHED FORWARD THIS DRAWING. IAIAI I W1=Ar)= nPTAII I � I /_'D� SCALE: N.T.S. r MIV111111U CIMIL0MDVVCCI'4Ir-%T 5/87xl 0- 7' BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) �4 0 �P tn 0 (1) - 4--J Lu Y a M Z 0 LU F_ C"I Cl) P cc "0 C14 0 9 o) LO -Aim" BID. M .-C "ve, U) 00 z z U) cc fit UA W14. U1 N g ... LL FP G. t- F N_ To the best of the Engineei's knoWedge, information and belief, the structural plans and sperAcations contained vAthin t)ese dravvings 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 Engineeessignature and seal. L N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z g tj z '0: 0 w o F- W z '110 %%.000 Lij 0 > U r*4 9 26 tu r tj 0 00 LU < Z z LU v- 1171.4 Ln LU � 1, z _j < X < z 5 5 �1! Ln kD Cal r-4 C) 6 Z Z Uj z 0 rn T-1 :5 2: LU 7 SCALE AS NOTED DATE 11/2/2018 TECH: KFIWER VERSION NO 42 SHEET NO. S4 t Qj