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_U — I I M E5 ::�E L0 00 C) PI) LD LD :19 L0 L0 00 LO LO :9 L0 L0 CH E E 0 0 C) a_ .2 EZ J� (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 (TYP SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) 2x6 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS DOUBLE Tx4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/81, 8" 7 5/81, 8" 7/8" STUCCO FINISH PER ASTM CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS C. 926 APPLY 3 LAYERS W/ ��2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d v TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS POINT w/ (3) 12d MIN. EXTENSION FROM DRYWALL NAILS LQ —SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER DOUBLE 2x TOP __4� P1 ATP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 11/2" MAXIMUM STEEL AND GROUT STEEL AND GROUT [IF r, 1/8" THICK OVER WATER RESISTIVE BARRIER:!�� 1Nlr_rVUr1--\ [I U xox V%lr% HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR SIMPSON SP2 W/ (12) 1 Od FACE OF BLOCK WALL IS 2 1/4" WALL NAILS AT EACH STUD GL DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN uaj LM—i REQUIRED FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 1 Od @ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR E] BOUNDARIES 6" O/C EDGES & 8" BLOCKING �-7 I-L, TO BLOCKING WALL O/C FIELD ---(2) 2x HEADER WALL CLEAN -OUT rA 2X4 PT STUDS @ 16" O.C. PER PLAN SCALE: N.T.S. �� 4 (2) 2X4 FIT STUDS UNDER HIP v CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W/ (1) 1 Od @ 8" 1ST COURSE 2ND COURSE 3RD COURSE --- L_VA �IE5O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 W/ (8) 10dxl 1/2" LLEJ REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE NAILS AT EA. TRUSS VERTICAL WEB WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) W/ MIN. 4- EMBEDMENT 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD I — LMAIN SPAN 7 MOISTURE BARRIER UPLIFT CONNECTOR WALL HEADER DETAIL rT� TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT ROOF TRUSS SCALE: N.T.S. �4 SCALE: N.T.S. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1\'S� AND FILLED W/ GROUT 12 ----,—SEE TYPICAL WALL SECTION (Typ) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK OUT (SEE SCHEDULE) BLOCK -W/(1)#5 NOTCH LINTEL WHERE REQUIRED nr)HPI P 9vA qPP 10 FOR CONCRETE PLACEMENT 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) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER LS STUD W/ (3) 1 Od NAII S _'.. 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" OIC 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 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE i 8!!- STD. qd'HOOK��- LI NTEL BEAM W1 (1) #5 CONT. I N OPEN I NGS GREATER THAN 6'-O"WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION LI MEM HEN NOTES: FILL 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 BLOCKIN G (TYP.) \—ROOF PROPERLY. TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) OPENINGS LESS THAN OR EQUAL TO 6�-O' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. G S4 — WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE W 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR------_ GARAGE DOOR ROLLER N.N CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK SCALE: N.T.S. 4 BOTTOM B POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS@ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) I< 1 #5 VERT. IN CONC. FILLED CELL-14— W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/811 ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE "'L ' '"ju" ,kTHAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 0 0 DOORSTOP PSPN516Z w/ (12) 16d NAILS MOLDING Top TOP 2 ROWS 1 Od @ 3" O.C. (14 SPL 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF ifq,, SPLICE STAGGERED //—DOOR J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK � �K SCALE: N.T.S. 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 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER 9 EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS * OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE "�2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. t 10d @ 8" O/C .0/,9 ATTACH ALL -j Q1__1 -1 EXTERIOR STUDS W/ Y�l 6d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICI) AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SIMPSON SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. y /8"xl 0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION --2X P.T. X PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 � SP2 i \-NAILED INTO TRANSOM FRAMING SIMPSON - Spi SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END Uj 2x TOP PLATEJ co \!2-16d NAILS @ 24" O.C, OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE-: FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR REINF. INFO. �\ PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL/*�j SIMPSON SP4 El_ 5 2X TOP PLATE OVERLAPPING SCALE: N.T.S. \,��4� 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) ,(5645# SPF) ,(6970# SPF) IS (9335# SPF) N. 8" :)OXIED A.T.R. I & NUT ,OXIED A.T.R. I&NUT DXIEDA.T.R. t&NUT ROOFTRUSSABOVE /_ 2X BLOCKING INTO 1 Od NAILS @ 6" (2) 16d TOE NAILS TRANSOM STAGGERED EA. BLOCKING FRAMING 2X8 WALL ABOVE SIMPSON ENTRY Spi K.O. BLOCK W/(1) SIMPSON SIMPSON- BOLTS @ 24" O.C. SP4 SP4 AX FILLED 5/8"X10" J-BOLTS @ 7-0" O.C. .-2X P.T. PLATE MASONRY WALL \2X8'P.T. BOTTOM PrTE \-5/8"x`10" "J" BOLT @ 24" O.C. MAX. C SIMPSON (MIN. (2) PER BOTTOM PLATE) C SP4 10d NAILS@ 4" 10d NAILS @ 6" O.C. ,------STAGGERED A STAGGERED __AA 0 0 TRANSOM FRAMING BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS@ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING & 8" OIC FIELD o o o 9 SIMPSON SP4 w/ (6) 10d x 1 12" Izo (USE SP6 FOR 2x6 WALL, USE — —PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING 9 SIMPSON SP2 w/ (12) 10d NAILS MASONRY I 9 SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X1 0" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"x`10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) n ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. Ca C%A C� Ea Zj ev WAI -N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and Beal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E C, 8 0 C1, C� im (D C C D 3 N 0 c6: , , ! , I L-L L LL 0 Ca LL _j WL Z M c.: W 0 W z LOOD 0 CY) Z 0 z W E3 cl < V, C1 0 9 cr� L-Li a U 0 win U 6 E 4i U 0� < 0 C4 M CC) cl� Cn z, z U_ ccr E 0 z< M_ E cu ro CD C=) E 0 00 cc, z z < 0 '0 z < z 8 < 0 0 W Z w M j 18 C"> w, < 2 C:) (0 LO to (D CN co CY) CN =3 C:) CY) _j 0 W 0 M co LO 0 Cn m 4- C'j CD C:) 00 Q LO Cq 0) L0 C:) CY) < 00 E Z N CV) -(A. 0 z M z :3 E Cl) C M 0- E 0 _j < _j JOB NO: 23-00516 SCALE : AS NOTED SHEEr NO. S4