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SEE TYPICAL WALL SECTION — PRE-ENGINEERED WOOD (2) 2x6 OR (2) 2x8 12 TRUSSES @ 24" O/C TOP PLATE SEE VENT OR 2ND FLOOR UPLIFT CONNECTOR (SEE PLAN (TYP)SEE ELEV. SCHEDULE) 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL DOUBLE 2"x4" S.P.F. TOP PLATE (2) 2x HEADER TO SIT 3/4" FURRING STRIPS x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 7/8" STUCCO FINISH PER / STM 2 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" C. 926 APPLY 3 LAYERS W/ SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD TOTAL THICKNESS 7/8" OVER CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS METAL LATH, FIRST 2 LAYERS @ 8 D FOR CLEAN -OUT " O.C. OR 4d ❑ SOLID AREAS ARE 2x DEAD WOOD @MID 318�� THICK EACH. 3RD LAYER (3) OD DRYWALL NAILS SOLID AREAS ARE 1/8 THICK OVER WATER POINT12dMIN. EXTENSION FROM STEEL AND GROUT ❑ ❑ STEEL AND GROUT RESISTIVE BARRIER TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ DOUBLE 2x TOP EVENLY WALL IS 1 1/2 MAXIMUM FULL 8x8x16 BLOCK NAILS SP2 w/ (12)10d PLATE �� .INTERIOR ❑ TRUSS BOTTOM CHORD OR 2x4 HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ NAILS AT EACH STUD BLOCKING W/ 2-16d TOE NAILS FACE OF BLOCK WALL IS 21/4" CRICKET AS @ EACH END DOOR OPENING DOOR OPENING DOOR OPENING --Ct FA EXTERIOR GRADE SHEATHING REQUIRED TO DRAIN FASTENED TO TRUSSES WITH 8d ❑ ❑ ❑ COMMON WIRE NAILS @ E O/C w 2x BLOCKING @ EACH END W/ 10d @ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) EXTERIOR Z 4 O.C. FROM EACH HEADER FACE ❑ 0/C FIELD TO BLOCKING WALL ❑ ❑ 2x TOP PLATE v 2-16d NAILS @ 24" O.C. OR WALL CLEAN -OUT rA 2X4 PT STUDS @ 16 O.C. (2) 2x HEADER S4 ❑ ❑ - - - EQUAL TO TRUSS BOTTOM SCALE: N.T.S. (2) 2X4 PT STUDS UNDER HIP - -- CHORD OR BLOCKING PER PLAN CARRIER/GIRDER TRUSS _ 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE SIMPSON HETA20 w/ (8)10dx1 1/2" VARIF5 O,C. -0 EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE 2x STUD @ 24" NAILS AT REFER TO WINDOW PRODUCT APPROVAL EA. TRUSS VERTICAL WEB O.C. MAX. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR COURSE BELOW. SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ ED O.C. MANUFACTURER. ROOF TRUSS STAGGERED FROM BOT. 2 x 6 (MIN.) FRAME MASONRY LAYOUT rD MOISTURE BARRIER UPLIFT CONNECTOR SEE F. I FOR PLATE TO CONCRETE HEADER DETAIL 1 TYPICAL SECTION THRU WINDOWrB�� REwF.INFo. WALL H 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) S4 SCALE: N.T.S. S4 AND FILLED W/ GROUT SCALE: N.T.S. S4 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- 12 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD VERTICAL-7)BEARING WOOD FRAME WALL('J7�� (TYP) SEE ELEV.TRUSSES @ 24" 0/C 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE SCALE: N.T.S. UPLIFT CONNECTOR KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. SL� S4 (SEE SCHEDULE) BLOCK WI (1) #5 FOR CONCRETE PLACEMENT CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) 96 3/8 E HORIZONTAL JAMBS DO 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 I1 T LA-1 SINGLE2x CONT. BASE � ' PLATE W/ (2)16d TO TRUSS BELOW tjI 74 a d 8„ STD, 90•HOOK 8" 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 PPROVAL OTTOM w/ 88" -- --- TO PROVIDE A FLUSH MOUNTING SURFAC . NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 71" ° G 41 ° DOOR STOP ° MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET/ST DOOR TRACK W/MOUNTING ANGLE SHEETS PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 4 ., SPLICE STAGGERED 8 �/IV r ��/ k Q 10d @ 8" 0/C gN cF Y ATTACH ALL EXTERIOR STUDS W/ 4116d TOENAILS TO TOP PLATE NOTE:2 SPLIC ° o ° • HTT4 w/ (18)10d NAILS (3610#SPF) ° o ° • HTT5 w/ (26)10d NAILS (4670# SPF) ° o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 2 1/2" SDS (3075#SPF) HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (4565# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 2 1/2"' 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. o MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. " EMBEDMENT WASHER &NUT _ 58" 41" — —_ _ —_ _ 34" 101, 6 3/4" — — —_T_ -- — - - - 3 1/2" r NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT A PLATE LENGTHS MUST BE B ° MIN. 8 FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. OVER STUD AT LEAST 4'-0" LONG. TYPICAL M 1/2" EXTERIOR GRADE SHEATHING 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL, FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION HTT / HDU TENSION TIE rN WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD _ _ _ PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M � SCALE: NTS - - - o cn SIMPSON SP1 W/ (10) 10d 2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. s'4 S4 o NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. F= 2240 LBS .a o 2x P.T. PLATE ROOF TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. SIMPSON SIMPSON SIMPSON C SIMPSON SP4 SP2 SIMPSON SP4 5/8" x 10" "J" BOLT @ 24" O/C MAX ® WI 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. N 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER 7 AND FILLED SOLID W/GROUT TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC, FILLED CELL W/ SCALE: N.T.S. S4 STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. Sq• HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2" x 4" WALL 2" x 6" WALL STRAPS OPENING SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) T (4) (2) LSTA30 o WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS CREATE A SOLID BASE FOR NOT REQUIRED @ BEARING WALLS NOTED 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL WITHOUT UPLIFT N SEE FLOOR PLAN NOTES FOR E> / REQUIRED CONNECTION o S�F'0 �OGv 2-ROWS 12d NAILS STAGGERED Cn 1 11 FACE OR ITSP4 SP2 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING 2X STUDS @ 24" O.C. NAILED /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 X P.T. LATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTELT� INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4\_518"X10" 10d NAILS @ 6" STAGGERED _ CO _J-BOLTS @ 24" O.C. MAX 2X P.T. PLATE E2A1BLOCOKINGILS 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED J-BOLTS @ 2'-0" O.C. MASONRY WALL � ` E @ 12 O/C EACH - FORM CREATES CONCRETE RECESS TO 3-ROWS 12d NAILS STAGGERED 2X8 P.T. BOTTOM P TE p RECEIVE GARAGE DOOR AND TO ALLOW 2x4 (NOM-) @ 12" 0/C FOR 2"x10" OR A i FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER B KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d 5/8"x10" "J" BOLT @ 24" O.C. MAX: TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON SIMPSON SP4 SP2 SP4 U (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 112" AT EA rT MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD USE SP6 FOR • INTERIOR HEADER: ( 10d NAILS @ 4" 10d NAILS @ 6" O.C. y PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 34 (1) 2x SILL PLATE W/ (2) STAGGERED A STAGGERED MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN FOR 2x8 WALL) 12d TOENAILS 1z FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: o o TRANSOM FRAMING K/S4 10d NAILS @ 8" ONLY (1) Zx SILL PLATE W/ (2) BEYOND. SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS NAILED INTO Tl IN PLACE CONCRETE • OPENING LARGER THAN 4 FT: PLYWOOD FASTENED TO TRUSSES TRANSOM PLYWOOD 2 2x SILL PLATE w/ SIMPSON WITH 8d COMMON WIRE NAILS @ 4" 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x O FRAMING SHEATHING GARAGE FLOOR SLAB CRIPPLE STUD LS30 w/ 6)10d x 1 1/2" EACH OIC BOUNDARIES 6" O/G EDGES o E �= TROWEL FINISH SEE � TYPICAL (U.N.O.) ( TRANSOM FRAMING & 8" 0/C FIELD S4 GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL B o SLOPE FORWARD CONNECTION ASSEMBLY DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" N FOR DRAINAGE GARAGE FLOOR 2x STUDS TYP. LO �, .. TRAVEL DIRECTION OF SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD GARAGE DOOR p SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY Op d.0,4 U.N.O. SEE N/S4 SP4 5/8"X10" J-BOLTS @ 24" O.C. FN ** HOLD DOWN RECESS SP4 PSON . SIMPSON SPi w/ (10) 10d NAILS WALL BELOW MAX, (MIN. (2) PER BOTTOM MOUNTING BASE DETAIL PLATE) CONNECTIONS NOT REQUIRED @ ALTERNATE: ° SCALE: N.T.S. ° ° a BEARING WALLS NOTED s P.T. BOT. PLATE � —'r- 5/8"DIA. ATR EPDXIED 9 WITHOUT UPLIFT MIN. 6" INTO BOND BEAM Lo BOTTOM OF MOUNTING BE N SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR 2X8 P.T. BOTTOM @ 24" O.C. DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED PLATE o FOR GARAGE DOOR AND WATER ODFRAMING DETAILS ABOVE ENTRY R GARAGE FLOOR. (77� GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q PARTIAL INTERIOR ELEVATION 5/8"x10° °J° BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. S4 a SCALE: N.T.S. SLI SCALE: N.T.S. Sq (MIN, (2) PER BOTTOM PLATE) SCALE: N.T.S. 0 Cn aYs., o • d :, a LU fitJ N •� �.F_5.1 _ c® 0 ��.�• ROW .•r%/ 0 ®•�� ••. � L G •.: �� `ems '� •'•••.....••' O'` E a S i 0 N' o o the as of the Engineers Knowieege, inronneuui ai m ucuci, re structural plans and specifications contained within these rawings comply with the 2020 Florida Building Code - residential 7th Edition. Engineer's signature and seal is only for ie structural engineering portions of the drawing pages bearing ngineei's signature and seal. �€ o- a Z mCc O 0 3'�NCO � 0 W NN Z zO U v uvi W OI] N th � b � o a N 4-) (D C » O Ljj � N un C7 L F J E t° a � � 0, r co a w z M ito p� wo �a<R oLL Zo oE z© E S ro �0 0° c? E a0 0 z az 4 a mo �m <w Cn az N 7 o¢ NF C oW i3 o NJ CO A = C)_ >0Ln "J Q � to CO co � CDcc U m co N F-- LO O -2 N CD � Lo E w M c) Li N T z 'Z m E E O tit c JOB NO: 22-12352 SCALE : AS NOTED SHEET NO.