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-4- �E CD rl C-4 C'4 9 CN Ln r- X) Ln C:) c14 r.-) t2 P-= & Cr Z5 C14 C-4 I-, C14 C14 — 9 C14 1`0 rl- LO LO C-4 LO :t:� 0 C14 C14 CL FT E -3 -2 LZ C C�4 =) c,4 CD C14 Ln C) 52 V) M (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 DOUBLE 2x TOP PLATE VAfRIE5 ( .) FOR CLEAN -OUT -----2x DEAD WOOD @ MID POINT W/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 INTERIOR WALL DER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S. P. F. STU DS @ 16" 0. 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 L SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO I-, TRUSS BELOW --e 7 - r_ 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 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.0, 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 BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. DIMENSIONS SEE PLAN FOR FOOTING GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. .CE OF BLOCK WALL IS 2 1/4" CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT SCALE: N.T.S. \,,, �4 7 5/81, 8" 7 5/81, 8" 7 5/8,, 8" 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW MASONRYLAYOUT D� SCALE: N.T.S. 1\14� "4 KNOCK -OUT — BLOCK W1 (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 11 L _T_ 4 STD. qd'HOOK 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 I 1 d- --- --- I I - . 1� 11 T_ 1� _T 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6-10" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" — FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE < LU > 0 FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 2x4 (NOM. 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 CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET 'GARAGE DOOR TRACK SCALE: N.T.S. ""POURED CONCRETE BASE FOR BOTTOM OF MOUNTING , 8 TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. SHED FORWARD THIS DRAWING. FOR GARAGE DOOR AND WATER PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 881. 71" 58" 4111 34" 10.1 63/41, 3 1/2"- 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 wl (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.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P. J-BOLT TRACK BRACKET AGE R W/MO TING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEE TS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK 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 "Luu" "L" N RLEQUIRED CONNE \--(2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER 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 1 1/2" EACH SIDE '�'-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ ATC: P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. 1\14� SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24" O.C. A A /8"x`10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER E BOTTOM PLATE ,--21 SECTION D \_simPs6N SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C -Z(:TTYP.) SEE ELEV. UPLIFT CONNECTOR (SEE y P �-) 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 OVER WATER RESISTIVE BARRIER------`-'--'- SIMPSON SP2w/(12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2X4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FBLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" NG ( LU U O/C FIELD ;2� 2x TOP PLATE -A \\�2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 W/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 2 4" (24" O.C. MAX) W/ MIN. 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR TA GERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- -i I W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT W/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF %9,, SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL __j EXTERIOR STUDS W/ 1A I 16d TOENAILS TOY6PPLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING N IG t) FRAMING � P.T. SEE SECTION J/SS SS -ATE AND K/SS FOR ADDITIONAL D TAILS ETAILS SIMPSON SIMPSON SP4 SP2 --I NAILED INTO TRANSOM FRAMING SIMPSON RECESS SP4 LINTEL SIMPSON - spi SIMPSON SP4 RECESS SIMPSON SP4 LINTEL SIMPSON Spi SIMPSC SP4 TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/"' j SIMPSON SP4 2X TOP PLATE OVERLAPPING 1 Old NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. & NUT 'OXIED A.T.R. & NUT OXIED A.T.R. I & NUT ROOFTRUSSABOVE 2X BLOCKING 2X P.T. PLATE Li 2X8 P.T. BOTTOM P�ATE \-5/8"X`10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " 2XI P,T. BOTTOM PLATE I 5/8"x 10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 1� K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X 10" J-BOLTS @ 2'-0" O.C. -MASONRYWALL 1 Od NAILS@ 4 1 Od NAILS @ 61, O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. T x - - - - - - -PLYWOCID FASTENED TO TRUSSES L PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES 1 0 rE SHEATHING & 8" O/C FIELD �4 L 9 SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 w/ (12) 10d NAILS MASONRY a- 518"X10" J-BOLTS @ 24" O.C. SIMPSON SP1 wl (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. (*"R FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. 9" :5 19; 00 "- cl- C::� � n --w to 0 0 3: e! V f 1; 1 - �;� V., 7 - 1 To the best of the Engineers 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 seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E 2 C-, 8 -. 3 0 6.- " M (A 5 LO i rc-1 W C') IL uj _j u� g 13 CU u- Z 0 0 3 r- ru 8 wo 19 W -c :L' �4 M L" 0=) C20 W W z Z IL 00 Of 0 W L,) CY) z a z N < 0 (n 0 1`7 7' 1 W Co < cl] D U) pt V) C9 .9 0 Q) 41 V LAJ C 0 Ln V) C.) E j .7 __j U_ E Z E 0 0 1, 8 E �10 M S? I- C M t; Uj W L5 -: 0', C) > 00 7 a) U CN cu CN U_ c1q LO 117114 0_ . . E 60 U) co C) C�4 00 CN 4-1 +1 Cq 0 CD LO CV) LO 00 CN (0 C) CD C0 < C-14 c4 u 0 E M E =3 LO z E a) CL E 0 .0 -8 2 0 ca < Q Q) OB NO 23-05747-05752 SCALE AS NOTED SHEET NO. S4