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SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" 0/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHED(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 SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8„ 7/8" STUCCO FINISH PER ASTM CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL TH C NESSYERS 7/8" OVER 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ METAL LATH. FIRST 2 LAYERS DRYWALL NAILS POINT w/ (3) 12d SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER MIN. EXTENSION FROM LQ TONEAILS SPACED STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EXTERIOR FACE OF BLOCK ❑ ❑ RESISTIVE BARRIE PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8xl6 BLOCK SIMPSON SP2 w/ (12)10d HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4 WALL ❑ ❑ ❑ NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS --- DOOR OPENING*I*t - - DOOR OPENING - ❑ - DOOR OPENING -� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END LTO DRAIN REQUIRED FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ �\ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v TO BLOCKING WALL ❑ O/C FIELDA,--ra (2) 2x HEADER WALL CLEAN -OUT A ❑ ❑ 2x TOP PLATE PER PLAN SCALE: N.T.S. 54 ❑ ❑ 2X4 PT STUDS @ 16 O.C. 2-16d NAILS @ 24 O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS __ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB O.C.TUD . 24" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11 DOORJAMB WALL IS TO BE O.MAX. SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD ROOF TRUSS STAGGERED FROM BOT. MAIN SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. WALL HEADER DETAILrT� TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3FOR PLATE TO CONCRETE SCALE: N.T.S. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) REINF, INFO. S4 S4 SCALE: N.T.S. SLI AND FILLED Wl GROUT 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 90 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- (NP) TRUSSES@24"O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j 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) BLOCK WI (1) #5 � SCALE: N.T.S. �,S4,) SCALE: N.T.S. S4 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) 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 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (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 SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW "�III 1STD. - 9d'HOOK-4-11 •• GREATER • • PLAN) � � r ' ' •� • III CE11 II I!! IIII� III Tl i11 111� - �IIII IIII�' TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" 71" - NOT TRANSFER LOAD. WALL DOOR STOP MOLDING 2 x 6 P.T. GARAGE DOOR 17 -MAN 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 10d @ 3" O.C. (14 ' kNAILS TOTAL) EA. SIDE OF �8» SPLICE STAGGERED 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) °e ° • HTT4 w/ (18)10d NAILS (3610#SPF) °o ° • HTT5 w/ (26)10d NAILS (4670# SPF) °e , • DTT2Z w/ (8) 1/4" x 1 1/2"SDS (2145# SPF ) °o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) °°• HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (4565# SPF) -- - 58' _ _ _ 41 J-BOLT TRACK BRACKET DOOR TRACK ANGLE M. ' �; 10d @ 8" O/C OIQ r�NOF ATTACH EXTERIOR LSTUDS W/ (4) 16d TOENAILS TO TOP PLATE • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) �- a HDU8-SDS2.5 w/ (20) 1/4" x 21/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8"EMBEDMENT w/ WASHER &NUT - 34 101.W/MOUNTING 6 3l4" --_ _= - 31/2„ - NOTES; NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. BOTTOM SPLIC OVER STUD MIN. 8" EMBEDMENT w/ WASHER &NUT FASTENED TO TRUSSES WITH 8d COMMON 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION EDGES & 8" O/C FIELD PORT @EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL SIMPSON SP1 w/ (10)10d M HTT / HDU TENSION TIE rN VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. S4 S4 S4 2x P.T. PLATE OOF TRUSS F= 2240 LBS Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" O/C MAX 4 OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON nC W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) O REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON IMPSON SP4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK114 SCALE: N.T.S. �,14� KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. S4 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) (2) (1) (2) (1)LSTA30 (2) 3 (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 SP2_F_ S ROOF TRUSS ABOVE US 11 2X TOP PLATE 2X BLOCKING OVERLAPPING 2X STUDS @ 24" O.C. NAILED /8"x10I "J' BOLT INTO (2)16d TOE NAILS @ 2x O.C. MAX. TRANSOM 10d NAILS @ 6" EA. BLOCKING MIN. (2) PER BOTTOM PLATE 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 SECTION PLATE AND K/SS FOR 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SP1 SCRAP MATERIAL WITHOUT UPLIFT _ K.O. BLOCK W/ 1 SEE FLOOR PLAN NOTES FOR SIMPSON SP4 @ IMPSON -BOLTS 24" O.C. SIMPSON SIMPSON--- #5 CONT. & REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED SF A/h�w 2-ROWS 12d NAILS STAGGERED LINTEL 2X P.T. PLATE 5/8"X10" J-BOLTS @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ @ 12" O/C FOR 2"x10" OR GREATER HEADER q / 1 2X8 P.T. BOTTOM P TE C KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SIMPSON C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA SP4 SP2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A STAGGERED K/S4 GARAGE ENTRY FORM DETAIL e BOX HEADER • EXTERIOR HEADERS: TRANSOM FRAMING SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. 10d NAILS @ 8 O/C TYP. ONLY (1) 2x SILL PLATE W/ (2) `ro o 0 BEYOND. N 12d TOENAILS NAILED INTO - - - - - -- IN PLACE CONCRETE • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4 �� -- PLYWOOD TROWEL FINISH SEE ' ` /-8x8xl6 CRIPPLE STUD TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6 O/C EDGES " o & 8" O/C FIELD E SHEATHING GENERAL NOTES \�\� GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND S4 SLOPE FORWARD � \ � CONNECTION ASSEMBLY R ADDITIONAL B FOR DRAINAGE �\\\� GARAGE FLOOR 2x STUDS TYP. DETAILS . SIMPSON SP4 w/ (6) 10d x 1 12" TRAVEL DIRECTION OF - - SIMPSON SON SP6 FOR 2x6 WA L U (USE WALL, USE PLYWOOD GARAGE DOOR �_ - 00 SIMPSON HTT4 TYP.SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING 4 �N�NG U SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY HOLD DOWN RECESS SIMPSON • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL CONNECTIONS LINTEL SP4 oMAX. (MIN. (2) PER BOTTOM ' SCALE: N.T.S. a . a NOT REQUIRED @ PLATE) ALTERNATE: a a BEARING WALLS NOTED SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T.. PLATE BOT WITHOUT UPLIFT 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED @ 24" O.C. FOR GARAGE DOOR AND WATER GARAGE FLOOR.("Q rR GARAGE ENTRY FINISHED MASONRY DETAILPLATE P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 54 5/8"x10" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. +ry 0 c�a a CM d G w U_ o� N G N Q .N io a..a c E � J C1. u v�- ,�`��y;t'<ItltltSftiff �fd�d�� Olt � FLOC •��' SSIOX.A \� 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. Engineer's signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. f» FA 0 y J V wa � Z c�w. U. -v a z m 0 W Az m w Z dd' r- Z N OU W U ❑❑ N z � lfbb z � �N z 49 N o +-J c., LLj 'fJ 0 LLj C aim 8 VS'. C • w U_ p wO S >M z0 QE IIJJ H �z oa zE a= �40 s zLL >Z z am o� �z W a Wg � W y (YI7 Itllllllll� 21% ° T 2 LO Liz L, F— 0 Y Cr Y m r m *-+ LO QI 0 -v M O) 04 CD 04 0 CM r � LO CD m T r CV)Z E LD LD c a 0 _j Q o JOB NO: 23-00521 SCALE : AS NOTED SHEET NO. S4