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3 W I A N m CD N rn 0 0 0 N 3 tz 6 0 i a a x L v c y Lv LZ rn U E U U 0 i a :a v LZ N 0 0 O co N N 0 00 00 a v N SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 PRE-ENGINEERED WOOD TOP PLATE SEE VENT OR 2ND FLOOR 12 PLAN TRUSSES @ 24" 0/C UPLIFT 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP) SEE ELEV. SCHEDU CO)NECTOR (SEE (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. TEEASTM SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 5/8" 8" 7 5/81, 8" C. STUCCO FINISH PER 926 APPLY 3 LAYERS W/ 1/2" GYPSUM BOARD C. / CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d Ll METAL LATH. FIRST 2 LAYERS POINT w/ (3) 12d DRYWALL NAILS SOLID AREAS ARE ❑ SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d RESISTIVE BARRIER HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ [aF1 NAILS AT EACH STUD EBLOCKING USS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 21/4" W/ 2-16d TOE NAILS Ct DOOR OPENING DOOR OPENING DOOR OPENING �t 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED J(4,x BLOCKING @EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" 0/C O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) v O BLOCKING WALL 0/C FIELD coWALL CLEAN -OUT A ❑ ❑ ❑ 2xTOP PLATE(2) 2x HEADER FIT❑ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR PER PLAN SCALE: N.T.S. S4 ❑ (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COURSE 2ND COURSE 3RD COURSECARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING VARIESO.C. TO EACH HEADER FACE SIMPSON HETA20 w/ (8) 10dx1 1/2" IL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE 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 WALLAS SHOWN. IN KO BLOCK AT EA. STUD LMAIN SPAN 2 X 6 (MIN.) FRAME2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MASONRY LAYOUT rD MOISTURE BARRIER SEE A/S3 FOR PLATE TO CONCRETE WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW('B_"*� UPLIFT CONNECTOR REINF.INFO. SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. S4 S4 AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL 12 SEE TYPICAL WALL SECTION W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW (TYP) PRE-ENGINEERED WOOD SEE ELEV. TRUSSES @ 2R D VERTICAL JAM UPLIFT CONNECTOR 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 DETAIL E BEARING WOOD FRAME WAL ,J KNOCK OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. S4 SCALE: N.T.S. S4 (SEE SCHEDULE) BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAYBE COUNTERSUNK (BUT NOT REQUIRED) DOUBLE 2x4 SPF. #2 a ° ° ° a il TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO TOP PLATE gg" NOT TRANSFER LOAD. 2x S.P.F. STUDS @ 16" O.C. ° ° a - WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SINGLE 2x CONT. TOP ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) PLATE W/ (2)12d INTO F8L STD. 90•HOOK g" 71 DOOR STOP PSPN516Z w/ (12)16d NAILS TRUSS ABOVE - MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° � ° • HTT4 wl (18)10d NAILS (3610# SPF) 2x CLOSURE WALL W/ SPLICE NAILS TOTAL) EA. SIDE OF • HTT5 w/ (26)10d NAILS (4670#SPF) 2 x 6 P.T. GARAGE . ' °o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) STUDS @ 16" O.C. W/ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS 58" DOOR 48„ SPLICE STAGGERED °o ° . HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B GREATER THAN 6'-0" WIDE (U.N.O. ON • ��! ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (4565#SPF) NAILS AT EACH STUD AS REQ'D PLAN) J-BOLT % • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) 2x BLOCKING @ MID rM • HDU8-SDS2.5 w/ (20)1/4" x 2 1/2" SDS (6970# SPF) POINT EVERY OTHER OPENING 41 TRACK J G 10d @ 8" O/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) +++ + + STUD W/ (3)10d NAILS 34" - BRACKET 011sl• • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" CRICKET AS REQUIRED ANC FILLED CELL W/ (1) #5 VERTICAL F SEE FDN. PLAN FOR LOCATION p EMBEDMENT w/ WASHER &NUT SINGLE 2x CONT. BASE ATTACH ALL • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT DOOR TRACK (4) PLATE W/ (2)16d TO 6 3/4" 10 - W/MOUNTING ANGLE W/ TOP PLATE AILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TRUSS BELOW 31/2" - MIN. 8" EMBEDMENT w/ WASHER & NUT NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER &NUT FASTENED TO TRUSSES WITH 8d COMMON 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL OVER STUD WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION EDGES & 8" @ FIELD _ _ _ PORT _ _ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT if HDU TENSION TIE N SIMPSON SP1 w/ (10)10d 2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. S4 SCALE: NTS S4 NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. S4 �7 F= 2240 LBS 2x P.T. PLATE ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" O/C MAX SIMPSON SIMPSON nc ' " N IDTH DO NOT SIMPSON SIMPSON SP4 W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6 -0 I W REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY G 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. S4 KNEE WALL ABOVE MASONRY WALL DETAIL rF 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 SIMPSON SIZE EA END EA END EA END EA END 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FF SP4 SP2 I 4 gP2 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING 2X STUDS @ 24" O.C. NAILED /8"x10" "J" BOLT INTO 16d TOE NAILS @ 24" O.C. MAX. TRANSOM 10d NAILS @ 6" EA. BLOCKING E MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING FRAMING STAGGERED X P.T. SEE SECTION J/SS WIDTH OF OPENING VARIES 4" FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND K/SS FOR co 2X8 WALL ABOVE FORM CONCRETE INSET TO OVER TOP PLATE ** HOLD DOWN CONNECTIONS ENTRY CREATE A SOLID BASE FOR • • ADDITIONAL DETAILS SIMPSON 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @BEARING WALLS NOTED " ' SP1 SCRAP MATERIAL WITHOUT UPLIFT K.O. BLOCK W/(1) SIMPSON SP4 IJ---BOLTS @ 24" O.C. 5 COD REQUIRED CONNECTION RECESS NT. & SEE FLOOR PLAN NOTES FOR SIMPSON SIMPSON T 7 T SP4 SP4 w o SF �N� LINTEL 5/82X010OJCBOLTS Fp�V1'Y 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ FORM CREATES CONCRETE RECESS TO @ 12" 0/C EACH FACE OR MASONRY WALL 3-ROWS 12d NAILS STAGGERED n 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C FOR 2"xl0" OR ^ 2X8 P.T. BOTTOM P TE l� FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER /1 p 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) (MIN. (2) PER BOTTOM PLATE) ( (2) 2x HEADER SEE PLAN SIMPSON SIMPSON SIMPSON C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR �+ • INTERIOR HEADER: 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. MOUNTING BASE NOT SHOWN A MOUNTING BASE SHOWN FOR 2x8 WALL) 12d TOENAILS STAGGERED STAGGERED FOR CLARITY SEE DETAIL IN POSITION BOX HEADER K/s4 GARAGE ENTRY FORM DETAIL 10d NAILS @ 8" ONLY • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) _ ° ° FRAMING BEYOND. SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS NAILED INTO IN PLACE CONCRETE • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD GARAGE FLOOR SLAB 8x8x16 C.M.U. CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING TROWEL FINISH SEE LS30 w/ (6)10d x 1 1/2 EACH TRANSOM FRAMING GENERAL NOTES TYPICAL (U.N.O.) SIDE & 8" O/C FIELD GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/S1 AND S4 SLOPE FORWARD CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL B FOR DRAINAGE DETAILS GARAGE FLOOR 2x STUDS TYP. • TRAVEL DIRECTION OF SIMPSON SP4 w/ (6) 10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD p SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING U.N.O. SEE N/S4 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 MAX. (MIN. (2) PER BOTTOM ° ° NOT REQUIRED @ PLATE) SCALE: N.T.S. g ° ° d BEARING WALLS NOTED ALTERNATE: ° BOTTOM OF MOUNTING B E P.T. BOT. PLATE WITHOUT UPLIFT DIMENSIONS POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED MDIA. ATR EPDXIED SEE PLAN FOR FOOTING 2X8 P.T. BOTTOM 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 OD P SHED FORwARDTHIs DRAWING. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY ("R SCALE: N.T.S. PARTIAL INTERIOR ELEVATION 5/8"x10" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. S4 SCALE: N.T.S. S4 S4 (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. O aD N 0 d C' s o Mg— =-to mx N O l4 Q N N •� o�a cc 3 is d co a t d ; . 5; a c E o J 0. O gvffillf To the best of the Engineer's knowledge, information and lief, 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 and seal. N a � rJ G Lo N�'�� -1 0� o N 0 ti T � M Q 0 6rNi sf C J JLLIi :a L LL w , o- w _ m J. g � �. Wr��O�?6' 3 N CO Z N N Z m w Q J Z OU U V M Z Cl) O z � � z o - E3J to z .�g Cz (1)C9 LL 4-J (� w ° V w $ N c y w '® � L- e = t g I I C) N o 0 s�o C::,W My Cl) zo Z � E Z D I � ZZQ Q Q. E u �� <_ _® � X O OU ° Z O E N � az �o 40 �z a s� ll0 a? L N�zz a Z�= C�5 m J m <w �z N a 3 rw 8r o O W yi =3 o o co wa o. '° ar o— �r za U� C c Q 'M J O rn U cu r__ >' Ln :3 O �_ Cr O mLO N N O r 0 N 0) O N N o Lo T m In 00 o Z Z _ E E r (D n7 d m C d U J Q —I JOB NO : 22-09403 SCALE : AS NOTED SHEET NO. S4