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Z6 V) < 9 C) 4- LO LO cr V) LO C/) 19 _2 4%1 c,4 E 1.2 0 o E LZ E2 LZ 9i J� 16 Ln J� ,E (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH /—TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTEN'SION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W1 DRYWALL SCREWS '---2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3) 12d DRYWALL NAILS MIN. EXTENSION FROM 7 5/81, 8" 7 5/81, 8" —SOLID AREAS ARE F1 7 5/8" 8" TONEAILS SPACED S EEL AND GROUT DOUBLE 2x TOP EXTERIOR FACE OF BLOCK EVENLY WALLIS 1 1/2"MAXIMUM PLATE —] INTERIOR EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2 1 El [lull 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x H EADE R PER PLAN 2x BOTTOM PLATE W/ (1) 1 Old @ 8" VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. �4 12 TYPICAL WALL SECTION (TYP) SEE ELEV. --,----SEE 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 PLATE W/ (2) 12d INTO TRUSSABOVE 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 i J _j AS REQD 2x BLOCKING @ MID POINT EVERY OTHER 5F__�STUD + + W/ (3) 10d NAILIS.� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W1 (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 4JL SIMPSON SP1 W/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 58 x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"Xl 6" 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 NMI \--ROOFTRUSS -IFT CONNECTOR (SEE SCHEDULE) ISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL cL FFE] F—__1 -DOOR OPENING DOOR OPENING TO DRAIN L EXTERIOR 21171 WALL WALL CLEAN -OUT rA SCALE: N.T.S. 3RD COURSE 1STCOURSE 2ND COURSE M ASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE TYPICAL SECTION THRU WIND MASONRYLAYOUT OW rB SCALE: N.T.S. "4 1\il� KNOCK -OUT)---\ BLOCK W1 (1 V5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 7- IF— ii 4 A 1 4 1 I -- I I �4 1 4 STD.9d'HOOK-/811- TLINTEL 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 T_ 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. (DSEE 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 CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL--� < x LLJ > 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. 4 POURED CONCRETE BASE FOR ROTTOM OF mn ........ n BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING, PARTIAL INTERIOR ELEVATION SCALE: N.T.S. - Q�F, 4�p 0 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" OIC TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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 FOP 1ARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END S IMPSON V_ 41 (1) (2) (1) (2 (1) LSTA30 4 1-91 (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 rT� INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER a EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 wl (6) 1 Od x 11/2" EACH SIDE �io "�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 WALL HEADER DETAIL Q� SCALE: N.T.S. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL /11, SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C P�) SEE ELEV. UPLIFT CONNECTOR (SEE 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 OVERWATER ---5' RESISTIVE BARRIER------ 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 O/C FIELD z< 2x TOP PLATE—/ ;=m U5 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _11v— CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WE B _�:MAIN 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. — PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD —7 1 SPAN 2x P.T. PLATE : EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 F STAGGERED 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---- H 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 PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 �P�ICE �ZLS TOTAL) EA. SIDE OF I PLI a"4S CESTAGGERED 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W1 1A � 16d TOENAILS T076PPLATE NOTE: I BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M� SCALE: N.T.S. 1\.,�4� F= 2240 LBS SIMPSON SIMPSON SP4 SP2 r_� \A I KI P.T. ATE E Ell: TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON spi SIMPSON SP4 --\ SIMPSON SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON Spi SIMPSC SP4 TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/e*�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. I," �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" DOXIED A.T.R. OXIEDA.T.R. & NUT DXIED A.T.R. t & NUT < 2X8 P.T. BOTTOM P�ATE I \-5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " 4 1 F_ I I 2X8 P.T. BOTTOM PLATE UU 5/8"XIO" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 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'-0" O.C. MASONRYWALL 10d NAILS@ 4 1 Od NAILS @ 6" O.C. STAGGERED A /--STAGGERED TRANSOM FRAMING A/ * N N BEYOND. -PLYWOOD FASTENED TO TRUSSES PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES SHEATHING 10 & 8" O/C FIELD SIMPSON SP4w/(6) 10dx 1 12" (USE SPIS FOR 2x6 WALL, USE :—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING * SIMPSON SP2 w/ (12) 10d NAILS MASONRY- 9 SIMPSON SP1 wl (10) 10d NAILS WALL BELOW 0- 5/8"X10" J-BOLTS @ 24" O.C. I MAX. (MIN. (2) PER BOTTOM o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 444 F� C2 >,C CID -7- 1%� ','F "ACK"t, 15 .5c a, M CD lilt/ x �,�Ow Q: C-4 C4 < L) FLO ........ 'r?OFESS�ot� 1�11$fllflll I I I I 110�v 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 Engineer's signature and seal. W -T E 5 0 sm co 0 W:1 to o. 0 .4 04 0 *h u;_ .61-1017 L�f W 0 Z -3 U_ 76 q 9 m M cQ co � 5 . Ln 04 Z < M 04 < _j z W 00 CD co !P co cL- a V) (D o u_ 0 U0 V) > 3 = E m o u) co o L6 c, o z z < ,A0 j u_ cd E 0. 0 v5 . .. go — 1z 2 �q z < go 1. -jN IT g �8 �!i E8 oo D u o � — E c:, < U) o o z o < A C> �jl 5§ o z< .0 C) LO LO --I < 0- 1-- co CY) j 0 00 LO < +-a 0 CN 04 c) 04 LO LO E z z E CY) u) a 0- E 0 0 0 'a W < 0 (D JOB NO: 22-06472 SCALE AS NOTED SHEET NO. S4 LU