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�2 Ln U') cr_ �2 t1n CD :0� za PI) C14 7 Ln E E 0 E?_ Cq SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 PRE-ENGINEERED WOOD TOP PLATE SEE VENT OR 2ND FLOOR 12 TRUSSES @ 24" O/C PLAN TYPICAL C.M.U. WALL (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE 1/2" MINIMUM CEMENT FINISH SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 7/8" STUCCO FINISH PER ASTM SEE PLAN FOR HEADER //-SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" C. 926 APPLY 3 LAYERS W/ CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER FOR CLEAN -OUT '---2x DEAD WOOD @ MID @ 8" O.C. OR 4d v METAL LATH. FIRST 2 LAYERS POINT wif (3) 12d DRYWALL NAILS -SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK STEELAND GROUT STEEL AND GROUT 1/8" THICK OVER WATER EVENLY RESISTIVE BARRIER PLATE WALL IS 11/2" MAXIMUM FULL 8x8x16 BLOCK EXTENSION FROM EXTERIOR INTERIOR SIMPSON SP2 w/ (12) 10d HEADER FLUSH TO OUTSIDE OPTION WALL NAILS AT EACH STUD [-TRUSS BOTTOM CHORD OR 2X4 FACE OF BLOCK WALL IS 2 1/4" BLOCKING W/ 2-16d TOE NAILS Ct ------ DOOR OPENING —.**.-.--DOOR OPENING -DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END TO DRAIN REQUIRED FASTENED TO TRUSSES WITH 8d 2xBLOC COMMON WIRE NAILS @ 4- O/C LU KING @ EACH END W/ 10d @ EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING 0 4" O.C. FROM EACH HEADER FACE ;2� O/C FIELD 9 TO BLOCKING WALL CLEAN -OUT rW� WALL F1 2x TOP PLATE ---(2) 2x HEADER SCALE: N.T.S. 1\ �4 Io I 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR f z 11 (2) 2X4 PT STUDS UNDER HIP PER PLAN F] EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1) 1 Od @ 8" 1STCOURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS CHORD OR BLOCKING VARIE6 O.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" 2x STUD @ 241, REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) w/ MIN. 4" EMBEDMENT -PROVIDE P.A.F. NAILS OR MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD LMAIN SPAN 2x P.T. PLATE v EQUAL @ 12" O.C. 2 x 6 (MIN.) FRAME D� MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT UPLIFT CONNECTOR PLATE TO CONCRETE SCALE: N.T.S. SCALE: N.T.S. �4 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) REINF. INFO. �4 AND FILLED W/ GROUT 12 ------SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW (TYP) SEE ELEV. TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL � �E BEARING WOOD FRAME WALL,/ �j CK PLACEMENT SCALE: N.T.S. S4 S ALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) UPLIFT CONNECTOR 5/8"DIA. x 8" J-BOLTS; AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. (SEE SCHEDULE) BLO W/(1)#5 FOR CONCRETE 7 96 3/8" UVUt5Lt 2A orr. oz 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 _j AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAI �LS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W1 (2) 16d TO TRUSS BELOW TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 7111 DOOR STOP PSPN516Z w/ (112) 16d NAILS e HTT4 w/ (18) 10d NAILS (3610# SPF) 0 MOLDING TOP 2 ROWS 1 Od @ 3" O.C. (14 o HTT5 w/ (26) 1 Od NAILS (4670# SPF) 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF 0 0A e DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145# SPF) 06,, SPLICE STAGGERED .0.0 58" DOOR 0 0 o HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (3075# SPF) o HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (4565# SPF) e HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (5645# SPF) J-BOLT * HDUB-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (6970# SPF) 41 TRACK 1 Od @ 8" O/C o HDU1 1-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (9335# SPF) 3 BRACKET o 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ATTACH ALL 0 0 FOR DT T2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. DOOR TRACK EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT 10" - W/ 1A I 16d TOENAILS e FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. v 01% W/MOUNTING ANGLE ToYbPPLATE -0 MIN. 8" EMBEDMENT w/ WASHER & NUT 3 1/2" - =:i_— � 11 11 NU I r_: FOR HDU1 1 USE 1 DIA. x 12 tVU,&ItU A. I.K. 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD MIN. 8" EMBEDMENT wif WASHER & NUT FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION WIRE NAILS @ 4" O/C BOUNDARIES 6' O/C EDGES & 8" O/C FIELD PORT HTT HDU TENSION TIE rN WL @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK I( �K TOP PLATE SPLICE DETAIL rM SIMPSON SP1 w/ (10) 1 Od VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE:NTS NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. F= 2240 LBS �4 2x P.T. PLATE \-ROOF TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. I 5/8" x 10" "J" BOLT @ 24" O/C MAX Anr)D"Ilklr-'Qlr-QQTWAMr)P;:nHAI Tr)A,-n"INWInTHDONOT SIMPSON SIMPSON SIMPSON C) 011ADOnki QDA W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY rG STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S, 8" STD.qd'HOOK_/8._jj 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 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' 1 (2) (3) (2) 1 (2) (1) LSTA30 9'-16' (3) t (41 (2) (4) (2) LIRTA30 FFSP4 SP2 I "Alvif"OUN OrIf SP2 ROOFTRUSSABOVE . 1. . . 1 F. :T*_2XTOP PLATE 2X BLOCKING I . OVERLAPPING 2X STUDS @ 24' O.C. \\-NAILED If 1 0'"J" BOLT ' "x "' �LIZI"'�4- INTO (2) 16d TOE NAILS O.C. MAX. TRANSOM 1 Od NAILS @ 6" EA. BLOCKING I N� PER M (6i'mPLATE BO T TRANSOM FRAMING FRAMING STAGGERED 2X P T SEE SECTION J/SS WIDTH OF OPENING VARIES 4" -FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT PPLATE, AND K/SS FOR 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY 112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED Spi CRAP MATERIAL WITHOUT UPLIFT K.O. BLOCK W/(1) % \ SIMPSON SP4 -BOLTS @ 24" O.C. #5 CONT, & S _j I SEE FLOOR PLAN NOTES FOR SIMPSON SIMPSON- AX FILLED REQUIRED CONNECTION P4 SP4 S RECESS 7 5/8"X10" J-BOLTS LINTEL - @ 2'-0" O.C. 0 2-ROWS 12d NAILS STAGGERED :..I 2X P.T. PLATE @ 12" O/C EACH FACE OR MASONRY WALL FORM CREATES CONCRETE RECESS TO 2x4 RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C FOR 2"xl 0" OR 2X8 P.T. BOTTOM P�ATE�tj 3-ROWS 12d NAILS STAGGERED OM.) FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d \-5/8"x`10" "J" BOLT @ 24"O.C. MAX.. TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 Od x 11/2" AT EA SP4 � SP2 SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR INTERIOR HEADER: A 1 Od NAILS @ 4" 10d NAILS @ 6"O.C. MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 __(1) 2x SILL PLATE W/ (2) MOUNTING BASE SHOWN FOR 2x8 WALL) 12d TOENAILS STAGGERED A FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL BOX HEADER * EXTERIOR HEADERS: STAGGERED K/S4 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0 0 TRANSOM FRAMING BEYOND. SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS �_NAILED INTO - - - - - - - - - N IN PLACE CONCRETE --8x8xl6 C.M.U. GARAGE DOOR RACK MOUNTING BRACKET DOUBLE 2x o OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES L PLYWOOD GARAGE FLOOR SLAB ... 71 (2) 2x SILL PLATE w/ SIMPSON FRAMING 11_�WITH 8d COMMON WIRE NAILS @ 4" SHEATHING TROWEL FINISH SEE CRIPPLE STUD LS30 w/ (6) 1 Od x 11/2" EACH O/C BOUNDARIES 6" O/C EDGES TYPICAL (U.N.0 TRANSOM FRAMING GENERALINOTES GARAGE DOOR TRACK SEE SECTION AA/Sl AND & 8" O/C FIELD GARAGE DOOR ROLLER SIDE SLOPE FORWARD BB/Sl FOR ADDITIONAL FOR DRAINAGE GARAGEFLOOR CONNECTION ASSEMBLY "--2x STUDS TYP. DETAILS e SIMPSONSP4w/(6)10dxll2" TRAVEL DIRECTION OF SIMPSON (USE SP6 FOR 2x6 WALL, USE —PLYWOOD GARAGE DOOR Spi SIMPSON SP8 FOR 2x8 WALL) SHEATHING SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ON SP4 SIMPSON SP2 W/ (12) 10d NAILS MASONRY-- a- 5/8"X1 0" J-BOLTS @ 24" O.C. ** HOLD DOWN -RECESS SIMPS SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW o MOUNTING BASE DETAIL CONNECTIONS LINTEL SP4 I MAX. (MIN. (2) PER BOTTOM 1 1 4 NOT REQUIRED @ I - �� - o PLATE) SCALE: N.T.S. U 11 ...1 t P.T. E -1 1 P_ I , 5/8" DIA. ATR EPDXIED 114 OT, PLAT BEARING WALLS NOTED ALTERNATE: SEE PLAN FOR FOOTING — 1130TTOM OF MOUNTING B�E WITHOUT UPLIFT DIMENSIONS ___`POUPED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED 2X8 P.T. 90TTOM MIN, 6" INTO BOND BEAM BLOCK WALL. RECESSED SPACE GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE DOOR AND WATER �U) FRAMING DETAILS ABOVE ENTRY R� SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ SCALE: N.T.S. PARTIAL INTERIOR ELEVATION L5/8"x`10" "J" BoLTt @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER 60tTOM PLATE) C= 6:p. C VIM,) C=O t. Lo co C2 = " LU ti-r- C=, U_ Ci C6. cl� C�4 Co v ,CP 13 �e VkRO WA 0. _e W ell FLO L ESSIO To the best of the Englneers 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. W C14 6 oo IP-0- 'T J2 iz W Lu Z CD o W H iz cp W 6 rn. z C-N Z < Cl) LL S 04 .0 z W z < CL U) (D 4--J .03 U 0 LU U') ro U LLJ A < zz U_ �R g E Z* 0� E Q n CD E lz M z 0 0 z C) CD CD .5 0 t: .2 CD (.0 LO LO CL co Cr 0 C) Ir— U) .2 CN M U) LO < (n 04 0 4- 04 0) b IL C— CJ) (0 C� LO 1.0 (D V_ z z E U) E M 0 JOB NO: 22-12363 SCALE : AS NOTED SHEET NO. S4