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Uj It C11 M ;t 5! 19' z c14 C14 C-4 CD E E 14 04 C> V) 12 TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) W 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 HEADIER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3- DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK 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 PLATE INTERIOR 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING ---(2) 2x HEADER PER PLAN VARIE6 O.C. TO EACH HEADER FACE I \\_2x BOTTOM PLATE W/ (1) 10d @ 8" 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. � �4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP rE S S DOUBL Top PL 2x S_P.j PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B _j AS REQ'D 2x BLOCKING @ MID �POINT EVERY OTHER -STUD W/ (3) 1 Od NAILS 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) 10d NAILS AT EACH STUD 2x P.T. PLATE MAX 5/8" x 10" "J" BOLT @ 24" O/C� W/8"EMBEDMENT MAX 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT :i 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. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 'TENSION FROM EXTERIOR WALL kCE OF BLOCK WALL IS 2 1/4" GL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT SCALE: N.T.S. '\.-, �4 7 5/8,, 8" 7 5/8" 81' 7 5/8" 8" 1STCOURSE 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 / �B MASONRYLAYOUT rD SCALE: N.T.S. �, �4 KNOCK OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 \ FOR CONCRETE PLACEMENT 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 PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY 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 BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE _j _j < 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 GARAGE DOOR 8x8x16 C.M.U. GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 1 SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK 4 , 'BOTTOM OF MOUNTING 13� POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. 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) 1 Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0 - SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl 6 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 TRANSFFR LOAD- 2 x 6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP 1ARAGE 1OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. CK TYPICAL GARAGE DOOR BU � �K SCALE: N.T.S. � �4 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 11-41 (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) I (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) 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 ri (2) 2x HEADER SEE PLAN INTERIOR HEADER: 1,-, �4 \_(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 SCALE: N.T.S.- SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"X10""J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 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(TYP SEE ELEV. UPLIFT CONNECTOR (SEE YP-) !T7 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 BARRN� SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (-TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING 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" BLOCKING U s ") O/C FIELD a. 2x TOP PLATE 1�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 E-1 CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 Odxl 1/2" I NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD ir(SEE MAIN SPAN 2x P.T. PLATE EQUAL @ 12- O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR 7-\ STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- H I W/ STD. 90* HOOK IN K.O. BLOCK -MTM- v 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 48,,,SPLICE STAGGERED %4 1 Od @ 8" O/C ATTACH ALL f EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: I BOTTON 11 SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �4 F= 2240 LBS SIMPSON SIMPSON SP4 SP2 r___ I PU I INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON Spi SIMPSON SIMPSC RECESS SP4 SP4 LINTEL SIMPSON SP4 SIMPSON NAILED INTO TRANSOM FRAMING SIMPSON spi SIMPSON SP4 —\ RECESS SIMPSON LINTEL SP4 TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL/�j SCALE: N.T.S. -, �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) 3 (5645# SPF) (6970# SPF) )S (9335# SPF) N. 8' PDXIED A.T.R. i & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM P�TE \-5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " ROOFTRUSSABOVE /_ 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-11)" O.C. -MASONRY WALL 1 Od NAILS @ 4 10d NAILS @ 6" O.C. _,_�STAGGERED A I i M-4 -PLYWOOD FASTENED TO TRUSSE o WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES SHEATHING 01 & 8" O/C FIELD a SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE :—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING * SIMPSON SP2 w/ (12) 10d NAILS MASONRY o 5/8"X 10" J-BOLTS @ 24- O.C. a SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW cl- MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"xl 0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) o 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. S4 C�j iz C" C�A S _W :;� 9ek e =. g C= j =- C� M C-3 C-4 --= C93 >4 r= 0" 3� 9= F_ C14 co =0 %% % o C No F) 7�\ (-)!\I A I To the best of the Engineees knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E 8 Lo0 v) C�n F_ r- -0 u� uj 04 0 uj "1 u. ILL u- - -Y 50 0 -. , :2 0. NO C� W - z z IL Z LU OD 6 CO C*4 0 0 0 r I z W $ co c4 = 9 * V) 0 cis 4-J 0 t_n Ln fa�m < cl> m __j u_ E w- 0 o o u o o Ix z zE IDW *z �a z . o o a z8 W 66 1, o� 8 o. L o I R o t C .2 12 >� cn _j 0 LO C) ce) N a 8 LO Cr -6 Cq U) 9 M 0 U 4-0 0 ILL cv) C) .0 -0 cu C'4 0 0) Cq 00 CN ce) LO E cf) to z z E CY) E .8 _j '0 M 4) _j OB NO: 23-02469 SCALE AS NOTED SHEET NO. S4