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Uj co V) z :Q F1 ]�i 12 311 -8 >11 E 9 E 3 0 W Ir- 12 -to W 8, -2 LZ C) lq�> 0 CL 12 ��TYP) SEE ELEV. SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD (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.) -----2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8,, 8" 7 5/8" 8.1 v SOLID AREAS ARE DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK STEEL AND GROUT EVENLY WALL IS 1 1/2"MAXIMUM WALL PLATE HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR El FACE OF BLOCK WALL IS 2 1/4" F1 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE �4111 TO BLOCKING ---(2) 2x HEADER It9k PER PLAN I 2xBOTTOM PLATE W/(1) 10d @ 8" VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION "---.-"--PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) D 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 "SE S OUBL Top P, 2x S P.1 2x CLOSURE WALL W/ " O.C. W/ STUDS @ 16 (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER - 77 - F--. STU D W/ (3) 1 Od NAI L�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" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 1 Od NAILS AT EACH STUD \-BLOCKING (TYP.) \—ROOF 2x P.T. PLATE TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER - 1 #5 VERT. IN CONC. FILLED CELL W/ STD. HOOK IN K.O. BLOCK 90A KNEE WALL ABOVE MASONRY WALL DETAIL rF 7 5/81, 8" F__1 FF DOOR OPENING DOOR OPENING TO DRAIN LIM EXTERIOR I0 WALL WALL CLEAN -OUT rA SCALE: N.T.S. 1STCOURSE 2ND COURSE v 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11 " DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. rD TYPICAL SECTION THRU WINDOW B MASONRYLAYOUT SCALE: N.T.S. KNOCK OUT — BLOCK _W/ (1 NOTCH LINTEL WHERE REQUIRED #5 FOR CONCRETE PLACEMENT 7 1-4 11 4 I � 4 _1 -8. STD. 90"HOO 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 E-T LH 41L_ 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 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. 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 < CC LU > 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 H OWN MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) T A, L FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL 0 RED SEAT FOR BLOCK IS POURED U 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR ...... TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE . . GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. IBOTTOM OF MOUNTING B) POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE bOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71 58" 4 34" 101, 63/4 3 1/2"- 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.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl 6 BLOCK DOOR OPENING -CL 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 rop 1ARAGE )OOR 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. � �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 EAEND EAEND EAEND EAEND SIMPSON 4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) 1A (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 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 @ BEARING WALLS NOTED P.T. BOT, PLATE WITHOUT UPLIFT rQ . .... WALL HEADER DETAIL SCALE: N.T.S. SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA1S1 AND BB/Sl FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. I 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 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 WATE RESISTIVE BARRIER�� SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FB'LOCKING 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 � LU 0 O/C FIELD . z< CL - 11 - 2x TOP PLATE-/ \\!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 Odxl 1/2" B NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24 (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD 11 MAIN SPAN 2x P.T. PLATE rp EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR I REINF. INFO. PLATE TO CONCRETE IT 8"X8'X16" 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 _mm_ — 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 �.�LICE r �AILS TOTAL) EA. SIDE OF 4 SPLI CESTAGGERED IV 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: --TOM SPLIC BO 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 I U P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON Spi SIMPSON SIMI,SO�N SP4 RECESS LINTEL SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON spi SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL/"�j SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) 33 (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. & NUT OXIED A.T.R. �&NUT DXIED A.T.R. t & NUT 2X8 P.T. BOTTOM P�TE I I \ \-5/8"X10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " 2X8 P.T. BOTTOM PLATE I I I 0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/87 10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS@ 4 A 1 Od NAILS @ 6' O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 BEYOND. - - - - - - -PLYWOOD FASTENED TO TRUSSES L PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES SHEATHING & 8" O/C FIELD SIMPSON SP4w/(6) 10d x 1 12" (USE SP6 FOR 2X16 WALL, USE —PLYWOOD SPI FOR 2x8 WALL) SHEATHING SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW a- 5/87 10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. C= C%4 to v_ %_. ; -Ij Zz 2 :�� 4J _: CIA �_r. CL wx� X pm-owly -'***'*.V- -.. .-`�ASE CN 113 <) - 0� FLO F S r: S 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature an d sea), W E 5 Lo 0 Cq CS sm ±-_ - -. % v to C:nl ILO rZ 1? S 1111111 4 04 0 L t- U'j 0 13 Cu U_ _j Lu z i g.2 W 0 :) ca N 0 LL 3W 05 on 00 0 In z 0 < * 0 60 0 z 0 U) W 0 El (D n t� - < via V) C� 0 0_*lul ]k N Ul 2 .5 U) M 11 U us 'o I 0 0% Z z c6 E CL 0 E -0 1 1 Z u M C1 20 U 0 z C:� E E� < ' �! z 0 < x 2 z C14 t 0 .2 =3 z z 10 2. C) < 0 M I z < 0 Z. LU 0 < 3� C:0 CID �r 10 5, 00it 20 1: T LO _j 0 ITM Q co T_ C) < Cr co C) U) .2 4.j L0 4-J 0 72 rl%- .0 co 0 C%4 0 Cq 0) -0 0 C%4 Lb Cb E M .2 0 z z E 'r— E 0 2 0 0 < JOB NO 22-12360 SCALE AS NOTED SHEET NO. S4