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TYP) SEE ELEV. (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE �� VENT OR 2ND FLOOR 12 PRE-ENGINEERED WOOD PLAN TRUSSES @ 24" 0/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (�'P) SEE ELEV. SCHEDULE)UPLIFT 0 CONNECTOR (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, TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM CONNECTION 1/2" GYPSUM BOARDC. 926 APPLY 3 SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8"LAYERS 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 TONEAILS SPACED STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ RESISTIVE BARRIER PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIMPSON SP2w/ (12) 10d HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 2.1/4" [B@LEACH OCKING W/ 2-16d TOE NAILS Ct DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS END - TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED 2x BLOCKING @ EACH END W/ 10d @ J� ❑ ❑Ful 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 FIELD v a- 2 2x HEADER WALL CLEAN -OUT A ❑ ❑ ❑ 2x TOP PLATE () 2X4 PT STUDS @ 16 O.C. V2-16d NAILS @ 24 O.C. OR V// PER PLAN SCALE: N.T.S. SLI ❑ ❑ ❑ (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM ma 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 SIMPSON HETA20 w/ (8)10dx1 1/2" MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE 2x STUD @ 24" REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 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 EQUAL @ 12 O.C. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE.O.BLOCK R (UPLIFTSEES SCHEDULE) SEEA/S3FOR PLATE TO CONCRETE SCALE: N.T.S. SL� S4 SCALE: N.T.S. S4 AND FILLED W/ GROUTW/ 1 #5 CONT. (SEE SCHEDULE) REINF. INFO. SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL PRE-ENGINEERED WOOD W/STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j UPLIFT CONNECTOR KNOCK -OUT 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE (SEE SCHEDULE) BLOCK WI (1) #5 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 DOUBLE 2 4 SPF #2 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) x 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)1Old NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW d p G a d 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 0 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) DOOR STOP PSPN516Z w/ (12) 16d NAILS 71„ -- --- MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 °O°° ° o • HTT4 w/ (18) 10d NAILS (3610# SPF) • HTT5 w/ (26)10d NAILS (4670# SPF) 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF ° °°: ° . DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145#SPF) 58 — -- DOOR �8,. ICE STAGGERED �/ ° 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) " J-BOLT i r�/� — • HDU5-SDS2.5 w/ (14) 1/4" x 21/2" SDS (5645# SPF) 41 -- _-- TRACK ` • HDU8-SDS2.5 w/ (20) 1/4" x 21/2" SDS (6970# SPF) 34" BRACKET G �/ 10d @ 8" O/C HDU11-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (9335# SPF) _ — srq • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" ,o EMBEDMENT w/ WASHER & NUT ATTACH ALL 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. DOOR TRACK EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT 6 3/4" 10 ---- - W/MOUNTING ANGLE W/ 4 16d TOENAILS TO P PLATE j j • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R, 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 OVER STUD MIN. 8" EMBEDMENT w/ WASHER & NUT FASTENED TO TRUSSES WITH 8d COMMON O 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" 0/C FIELD = _ = PORT @ EACH VERTICAL REBAR & DIRECTLYABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK (K'� TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SIMPSONSP1 w/ (10)10d NAILAT NAILS AT EACH STUD BLOCKING (TYP.) 2O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS 54 PROPERLY. 2x P.T. PLATE ROOF TRUSS (D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" O/C MAX ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON nc W/ 8 EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. MOISTURE BARRIER AND FILLED SOLID W/GROUT G 1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. S4 KNEE WALL ABOVE MASONRY WALL DETAIL rF �7 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 SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x4" 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' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 AA/S1 SP4 SP2 SIMPSON SP4 _SP2 FF SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING 2X STUDS @ 24" O.C. OVERLAPPING NAILED /8"x10" "J" BOLT INTO (2) 16d TOE NAILS @ 24" O.C. MAX. TRANSOM 10d NAILS @ 6" EA. BLOCKING IN. (2} PER BOTTOM PLATE TRANSOM FRAMING FRAMING STAGGERED 2X P T SEE SECTION WIDTH OF OPENING VARIES 4, FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION - 2X8 WALL ABOVE FORM CONCRETE INSET TO OVER TOP PLATE ** HOLD DOWN CONNECTIONS PLATE AND BB/S1 FOR C° ENTRY 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR NOT REQUIRED BEARING WALLS NOTED ADDITIONAL DETAILS SIMPSON PSON BLOCK WALL ABOVE. @ SCRAP MATERIAL ( ) WITHOUT UPLIFT J a SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & MAX FILLED REQUIRED CONNECTION RECESS SP4 SP4 > LINTEL 5/82X000 COLTS O S Fp 0 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ N @ 12" O/C EACH FACE OR MASONRY WALL FORM CREATES CONCRETE RECESS TO 3-ROWS 12d NAILS STAGGERED �+ 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C FOR 2"xl0" OR n G l� 2X8 P.T. BOTTOM P TE FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER 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) SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 (2) 2x HEADER SEE PLAN SP4 SP2 SIMPSON 4PSON 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 SHOWN FOR 2x8 WALL) 12d TOENAILS STAGGERED A TRANSOM FRAMING IN POSITION GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: STAGGERED 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) ❑ o 0 BEYOND. 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES 8x8x16 C.M.U. CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES E SHEATHING TYPICAL (U.N.O.) SIDE w/ 6 10d x 1 1/2" EACH & 8" O/C FIELD o GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND S4 CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL B .,,. GARAGE FLOOR DETAILS TRAVEL DIRECTION OF 2x STUDS TYP, • SIMPSON SP4 w/ (6) 10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD p0 ; SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING Op OR 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 SCALE: N.T.S. d d NOT REQUIRED @ PLATE) e a < ° a PT. BOT. PLATE BEARING WALLS NOTED ALTERNATE: . SEE PLAN FOR FOOTING BOTTOM OF MOUNTING BASE WITHOUT UPLIFT 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE DIMENSIONS POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL r(D) Q FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. Stl PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) S4 4)-r-o ti N 0 � C-4 Qm vLa, M Ia' c -0 p M C: 0 CL Q :O M N U N r2 O U ( < •— C) w > •— t -I w M 'n O O f > Lt f S�li RSI ��Fn IETt ��#�Ray*-F 4',��ii U �p . L I z � S 5� *lt 1?0F 0�t! �I'�'fEt{mitt To the best of the Engineer s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W r` �E a_ LL O N 0 (% N O co:, tp W � 0 °o W N a Co H cn�ry an d NM d' J (7l � LLI 55 o ci _ate o o Co m O ID LI O n 3 ' N 0 OED W(0 W w 6 m Z N ¢ O J co IL N < O U O J Z W ❑ EI ❑ 0� z z a � v M N z a Q) U o 4- J FE O W o 14 c N U W J — E — t Y N U o ¢ 0 N e l� CD W Z M oz U_ Q E z� -jZ z Qs ® oa I— XO 70 Z _ O E C__)a <Q ao Q Nz o az ¢z s _ U m0 o¢ Z F Zy J �m >z (/1 3 F 1 z �U W ao U ?� S< w 2 No a o� r- 3 Mj o JW w� �F �O a O ON �U 3 C r > �j- ui rn CM cfl � O r f7 •� U O m 00 00 T— 4— CM CM N F— O N 00 C• C)r J L0 00 r ai E w E 0 v; o z m z = E 10ca a o 0 Q o JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. S4