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SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 PRE-ENGINEERED WOOD TOP PLATE SEE VENT OR 2ND FLOOR 12 TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE PLAN -zi! 7P.) S E E E L E V. TYPICAL C.M.U. WALL SCHEDULE) 1/2" MINIMUM CEM ENT FINISH DOUBLE 2"x4" S.P.F. TOP PLATE (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 7/8" STUCCO FINISH PER ASTM SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENS 7 5/8" 8" 7 5/81, 8" 7 5/8" 8" C. 926 APPLY 3 LAYERS W/ .— 1/2" GYPSUM BOARD T TAIL CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT [ON @ 8" O.C. OR 4d METAL LATH. FIRST 2 LAYERS 2x DEAD WOOD @ MID v SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER POINT w/ (3) 12d DRYWALL NAILS —SOLIDAREASARE STEEL AND GROUT 1/8" THICK OVER W TONEAILS SPACED MIN, EXTENSION FROM STEEL AND GROUT RESISTIVE BARRIE EXTERIOR FACE OF BLOCK DOUBLE 2x TOP EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIMPSON SP2 wl (12) 10d TRUSS BOTTOM CHORD OR 2x4 PLATE HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL —\ ll 11 11 - r NAILS AT EACH STUD BLOCKING W/ 2-16d TOE NAILS FACE OF BLOCK WALL IS 2 1/4" r___1 -1 DOOR OPENING — CRICKET S CL_ W*—DOOROPENING DOOR OPENING - Ct 1/2" EXTERIOR GRADE SHEATHING REQUIRE @ EACH END TO DRAIN FASTENED TO TRUSSES WITH 8d O/C LU COMMON WIRE NAILS @ 4 2x BLOCKING @ EACH END W/ 1 Od @ BOUNDARIES 6" O/C EDGES & 8" BLOCKING Z < EXTERIOR 1.4, R a- 4" O.C. FROM EACH HEADER FACE O/C FIELD ;= (0 WALL 2x TOP PLATE—/ ---TO BLOCKING -1 6d NAILS@ 24" O.C. OR WALL CLEAN -OUT rA 2X4 PT STUDS @ 16" O.C. 2 ---(2) 2x HEADER (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM PER PLAN SCALE: N.T.S. A I I __ CARRIER/GIRDER TRUSS CHORD OR BLOCKING v vARIE5 \-2x BOTTOM PLATEW/(1) 10d @ 8" 1 ST COURSE 2ND COURSE 3RD COURSE SIMPSON HETA20 w/ (8) 1 0dx1 1/2" IL I O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE MENT O.C. MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD LMAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MANUFACTURER. MOISTURE BARRIER ROOF TRUSS SEE AIS3 FOR STAGGERED FROM BOT. 2 x 6 (MIN.) FRAME MASONRYLAYOUT U PLI FT CON N ECTOR REINF. INFO. PLATE TO CONCRETE WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW rB 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. '\, �4 AND FILLED W/ GROUT SCALE: N.T.S. rT� —SEE TYPICAL WALL SECTION 1 1 #5 VERT. IN CONC. FILLED CELL__,_� 12 W/ STD. 90* HOOK IN K.O. BLOCK 91 _'N� TYPICAL INTERIOR NOW SEE ELEV. PRE-ENGINEERED WOOD VERTICAL JAM AIL rE BEARING WOOD FRAME WALL('j TRUSSES @ 24" O/C 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 DET UPLIFT CONNECTOR KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. � �4 SCALE: N.T.S. '\., �4 (SEE SCHEDULE) BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) 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) 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 04 TRUSS BELOW ji 4 STD. WHOOK 8.1 LINTEL BEAM W/ (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 JL 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 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON b=2400 PSI (AS PER PLANS) DOORSTOP PSPN516Z w/ (12) 16d NAILS HTT4 w/ (18) 1 Od NAILS (3610# SPF) 71" o MOLDING TOP 2 ROWS 1 Od @ 3" O.C. (14 .0 HTT5 w/ (26) 1 Od NAILS (4670# SPF) SPLICE NAILS TOTAL) EA. SIDE OF 0 1 9 DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145# SPF) 58" 2 x 6 P.T. GARAGE 4,9,, SPLICE STAGGERED 0.0. * HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (3075# SPF) DOOR 00 9 HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (4565# SPF) * HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (5645# SPF) J-BOLT e HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (6970# SPF) 41" TRACK 1 Od @ 8" O/C 0,9 9 HDU1 1-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (9335# SPF) 34" BRACKET 1� 11/vc 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" C�j EMBEDMENT w/ WASHER & NUT ATTACH ALL FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN 8" EMBEDMENT w/ WASHER & NUT 101, DOOR TRACK ANGLE W/ �816d TOENAILS FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. 6 3/4" W/MOUNTING TO P PLATE NOTE: MIN. 8" EMBEDMENT w/ WASHER & NUT FOR HDU1 1 USE 1" DIA. x 12" EPDXIED A.T.R. NOTES: NOTE: REFER TO GARAGE DOOR PRODUCTAFFKUVAL,'>Mtt IZ) PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER & NUT FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. OVER STUD 1/2" EXTERIOR GRADE SHEATHING FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD PORT TYPICAL GARAGE DOOR BUCK KK TOP PLATE SPLICE DETAIL rM HTT HDU TENSION TIE rN @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 5T SIMPSON SP1 w/ (10) 10d WIL SCALE: N.T.S. SCALE:NTS Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. Q�4 ��4� \—BLOCKING NAILS AT EACH STUD (TYP.) PROPERLY. F= 2240 LBS 2x P.T. PLATE .1 11 1 ROOFTRUSS (D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, SIMPSON SIMPSON SIMPSON CIRADQnKi QDA nc SIMPSON SP4 t)/?5 X I U J DUL I �W 1% UA., lVlr%^ (.�) OPENINGS LESSTHAN OR EQUALTO 6'-O"IN WIDTH DO Nul W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.. MOISTURE BARRIER AND FILLED SOLID W/GROUT rG TYPICAL FILLED LINTEL ASSEMBLY 1 #5 VERT. IN CONC. FILLED CELL W/ SCALE: N.T.S. 21 STD. 90A HOOK IN K.O. BLOCK � �4 KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. � �4 J HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2" x 4" WALL 2" x 6" WALL STRAPS OPENING JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'- 4- (1) (2) (1) (2) (1)LSTA30 4- - 9' (2) (3) (2) 1 (2) (1)LSTA30 9 — '-16' ----I F (3) (4) (2) (4) (2)LSTA30 SP4 SP2 ROOFTRUSSABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING 2X STUDS @ 24" O.C. I I I I 0 \—NAILED N V /8"x10''J" BOLT INTO (2) 16d TOE NAILS @ 24" O.C. MAX. TRANSOM 1 Od NAILS @ 6" EA. BLOCKING MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING FRAMING STAGGERED QPr'Tlr)Kl 2X P.T. SEE SECTION J/SS 9Y.8 ALL ABOVE WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT LATE AND K/SS FOR ENTRY CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON -_ *_ BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED Spi K.O. BLOCK W/(1) 1/2"X9 1/2" PLYWOOD WITHOUT UPLIFT SCRAP MATERIAL \-SIMPSON SP4 SIMPSON-- /_J_BOLTS @ 24" O.C. #5 CONT. & _j SEE FLOOR PLAN NOTES FOR - SIMPSON MAX FILLED �5 RECESS SP4 SP4 S_ REQUIRED CONNECTION 5/8"X10" J-BOLTS LINTEL 7 O.C. > @ 7-0 0 0 2X P.T. PLATE 2-ROWS 12d NAILS STAGGERED MASONRY WALL @ 12'O/C EACH FACE OR 0M P FORM CREATES CONCRETE RECESS TO 3-ROWS 12d NAILS STAGGERED 2X8 P.T. BOTT E 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ @ 121, O/C FOR 2"xl 0" OR FOR WATER SHED. GREATER HEADER 2x CRIPPLES a3 16" O.C. W/ (2) 12d M KEEP STIFFENER BACK FROM SIDES ENOUGH 5/8"x`10" "J" BOLT @ 24" O.C. MAX. TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SIMPSON SIMPSON C SIMPSON SP4 w/ (6) \—(2) 2x HEADER SEE PLAN SP4 SP2 SP4 N OF THIS FORM. ANY 1 Od x 1 1/2" AT EA T (THIS IS A RECOMENDATION FOR CONSTRUCTIO ri MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR INTERIOR HEADER: 10d NAILS@ 4" 10d NAILS @ 6" O.C. PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 \, �4 \-L(1)2x SILL PLATE W/ (2) STAGGERED A STAGGERED MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN FOR 2x8 WALL) 12d TOENAILS 2 FOR CLARITY SEE DETAIL IN POSITION BOX HEADER 0 TRANSOM FRAMING 5�1 GARAGE ENTRY FORM DETAIL * EXTERIOR HEADERS: 0 BEYOND. K/S4 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 1 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP, 12d TOENAILS \-NAILED INTO !:61 ,,,—PLYWOOD FASTENED TO TRUSSES IN PLACE CONCRETE 0 OPENING LARGER THAN 4 FT: TRANSOM WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD GARAGE DOOR —TRACK MOUNTING BRACKET DOUBLE 2x O/C BOUNDARIES 6" O/C EDGES SHEATHING GARAGE FLOOR SLAB _8x8x16 C.M.U. 71 CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING 0 rE LS30 w/ (6) 1 Od x 1 1/2" EACH TRANSOM RAMING & 8" O/C FIELD TROWEL FINISH SEE TYPICAL (U.N.O.) SIDE SEE SECTION AA/Sl AND \, �4 GENERALNOTES GARAGE DOOR TRACK GARAGE DOOR ROLLER BB/Sl FOR ADDITIONAL SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE "�2x STUDS TYP. DETAILS SIMPSON SP4 w/ (6) 10d x 1 12" GARAGEFLOOR TRAVEL DIRECTION OF SIMPSON (USE SP6 FOR 2x6 WALL, USE —PLYWOOD S'.. GARAGE DOOR SIMPSON SP8 FOR 2x8 WALL) SHEATHING P0, SIMPSON HTT4 TYP. SP4 SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY-- U.N.O. SEE N/S4 -BOLTS @ 24" 0. Spi SIMPS_� o- 5/8"X 10" J —RECESS ON SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW C. z HOLD DOWN SP4 MAX. (MIN. (2) PER BOTTOM CL ONNECTIONS LINTEL PLATE) MOUNTING BASE DETAIL C �1 NOT REQUIRED @ ALTE NATE: SCALE: N.T.S. IL P.T. BOT. PLATE BEARING WALLS NOTED 1 5/8" DIA. ATR EPDXIED WITHOUT UPLIFT C'4 'BOTTOM OF MOUNTING B E 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED PLAT I E —7— @ 24" O.C. FOR GARAGE DOOR AND WATER FRAMING DETAILS ABOVE ENTRY GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. 3 GARAGEFLOOR. WALL HEADER DETAIL X10" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. SCALE: N.T.S. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. � �4 (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. V) C`7 C C-1 to CD 0 �N U1 Y the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineehng portions of the drawing pages bearing Engineers signature and seal, 0 W g E C-1 04 .2_� 0 5 10- 6W C11_4 13 LL 0. cc c: Z�F X_ cc 'E. 9 t 04 0 W W 0 2 U) 0 3 IL tm C-4 0 < 0 C14 < 00 z W .Z V, M C21 4--J ru U, U C� 0 LU Ln LLJ E U 0 in�f C/) < a? I — d C-4 C:, z z E CL 8E z 0 E S8 OZ z z 0. mo co 10 1 N 01 2 CY) cc CID r__ :3 c) < Cr co 0 U') L) 72 co p C) 00 Lo CN F, E M ce) 0 z E T E t 0 W 0 _j a M 0) _j JOB NO: 22-09405 SCALE : AS NOTED SHEEr NO. S4