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LLI 1 I fit I I LI µ: O C) i- N O a) CD j U) Ch cam- J 00 C>D r- "T to "T C) ti x VENT OR 2ND FLOOR ,� O cB .11 6 (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION ( U) a TOP PLATE SEE 12 I "■1 �� F. 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL r PLAN iP) SEE ELEV. UPLIFT CONNECTOR CT R ( EE SCHEDULPRE-ENGINEERED WOOD TRUSSES E) 24" 0/C s ,,�j 3 STANDARD 3" DIA. TEE 3/4" FURRING STRIPS " ( ) ' Q ; • I (2) 2x HEADER TO SIT THREADED 3" DIA. EXTENSION DOUBLE 2'x4 S.P.F. TOP PLATE '"V I. 2x612x8 WALL BEYONDRC�El� FLUSH TO THE OUTSIDE 1/2" GYPSUM BOARD SEE PLAN FOR HEADERN,��y SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 7 5/8" 8" 7 5/8, 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 .L� r•{ ' S4 CONNECTIONFOR CLEAN -OUT@ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESSDRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 2x DEAD WOOD @ MID MIN. EXTENSION FROM LI]❑ LAYERS 3/8" THICK EACH. 3RD LAYER L POINT w/ (3) 12d EXTERIOR FACE OF BLOCK SOLID AREAS ARE SOLID AREAS ARE 1/8" THICK. DOUBLE 2x TOP 1 TONEAILS SPACED WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT EVENLY EXTENSION FROM EXTERIOR CRICKET AS REQUIRED ?# PLATE FACE OF BLOCK WALL IS 21/4" INTERIOR FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD x' HEADER FLUSH TO OUTSIDE OPTION WALL ❑ ❑ ❑ TO DRAIN' Ct DOOR OPENING DOOR OPENING DOOR OPENING -Qt 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ J� ❑ ❑ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) TO BLOCKING WALL CLEAN -OUT A WALL ❑ O/C FIELD ?17zl 2 2x HEADER SCALE: N.T.S. ❑ ❑ �I > O S4 2X4 PT STUDS @ 16" O.C. % f' PER PLAN ❑FiT A ❑ (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W/ (1) 10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE VARIES O.C. TO EACH HEADER FACE _ MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY USP HTA20 @ EA. STUD WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. �' MANUFACTURER. MAIN SPAN=` 2 x 6 (MIN.) FRAME T D MOISTURE BARRIER ROOFTRUSS WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW g MASONRYLAYOUT UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. SCALE: N.T.S. S4 S4 S4 (SEE SCHEDULE) SCALE: N.T.S. AND FILLED W/ GROUT 2 W O y4�at iTllf utii'//fi`iS 1 #5 VERT. IN CONC. FILLED CELL F �' 4^ � '> ' IN 12 SEE TYPICAL WALL SECTION o (TYp SEE ELEV. PRE-ENGINEERED WOOD 3 o �J26,, _ " W/ STD. 90° HOOK IN K.O. BLOCK Z� ry y TRUSSES @ 24 0/C VERTICAL JAM o g - g �� ,.` 1, UPLIFT CONNECTOR ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E Co W N 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE W u KNOCK -OUT O (j SEE SCHEDULE NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS 2,000 PSI MIN. o N: • ?o ( ) BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ( SCALE: N.T.S. U- Z ¢ �� '<.� CONCRETE). ANCHORS MAY BE COUNTERSUNK BUT NOT REQUIRED S4 0 s w F r DOUBLE 2x4 SPF. #2 ) ( ) Q %� o • • • ' " TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO a = �' ¢ -'� LQ TOP PLATE •, �, m z ¢ BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. 2x S.P.F. STUDS @ 16" O.C. , . • :'. ' PIPE OR DUCT w/ PENETRATION THRU TOP PLATE W/ MORE W w ai N o........ >,P SINGLE 2x CONT. TOP @EACH END a a G WALL �, j w r�=/~ • THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2'x BUILT-UP COLUMN Z � - z �, % � �' E .,, PLATE W/ 2 12d INTO PSPN516Z W/ (12) 16d NAILS SEE PLAN FOR MORE INFO W a �, ¢/ �N. () " STD. DOOR STOP ¢ W Z ^ Q [I,It ttl, TRUSS ABOVE 8 8 w d TOP SPLICE LL o W ¢. v fl c� _ MOLDING - '� Q 2x CLOSURE WALL W/ �_ ? a 2 ROWS 10d @ 3 O.C. (14 ° ° ° 18-1 Od NAILS w o o STUDS 16" O.C. W/ LINTEL BEAM W/ 1 #5 CONT. IN OPENINGS 2x TOP PLATE T N GARAGE NAILS TOTAL) EA. SIDE OF m y o w El "" @ () DOOR 4 . SPLICE STAGGERED W E USP SPT24 @ EA. STUD (3)10d TOENAILS T&B GREATER THAN V-0" WIDE (U.N.O. ON 2-16d NAILS @ 24" O.C. OR 8 AS REQ'D PLAN) -- - ---- -- EQUAL TO TRUSS BOTTOM ° " �� 5/8 DIA. X 12 EPDXIED ATR i 2x BLOCKING @MID CHORD OR BLOCKING 2 x 6 P.T. i �M/ — W1 MIN. 8" EMBEDMENT N,� *MAX 5/8" W/ 5/8" W.A. W/ POINT EVERY OTHER OPENING .*' , + ( STUD W/ (3)10d NAILS 2x STUD @ 24" �'' Q/ST . ' 10d @ 8" O/C 51/2" MIN. EMBED CRICKET AS REQUIRED FILLED CELL W/ (1) #5 VERTICAL O.C. MAX. ROVIDE P.A.F. NAILS OR 1140E SEE FDN. PLAN FOR LOCATION 2x P.T. PLATE EQUAL @ 12" O.C. �O o SINGLE 2x CONT. BASE STAGGERED FROM BOT. ATTACH ALL a UPLIFT= 4290# (SPF / SYP #2) SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS PLATE W/ (2)16d TO PLATE TO CONCRETE W/ ((4)) 16d TOENAILS TRUSS BELOW REINF. INFO. W/MOUNTING ANGLE TO70P PLATE W NOTES: G NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC Z 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. 1/2" EXTERIOR GRADE SHEATHING O AT LEAST 4'-0" LONG. TYPICAL OVER STUD e FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PRWIDEA4"x4" INSPECTION TYPICAL INTERIOR NOW co Q = Of WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C = _ = PORT '^ EDGES & 8'' O/C FIELD - @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL ,J TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M USP HTT45 N _v USP SPT22 @ EA. STUD BLOCKING (TYP.) O PROPERLVERIFY Y. ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 00 SCALE: NTS S4 T L.L 2x P.T. PLATE •7 Z 11 " " '\L—ROOFTRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS o 5/8 x 10 J BOLT @ 24 O/C MAX o (� W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) Q OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT USP SPT4 USP SPT4 USP C SP SPT4 a REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON HEADER SUPPORT SPT24 SPT24 W LO 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. NO. JACKS & STUDS ROOF TRUSS ABOVE W N AND FILLED SOLID W/GROUT MOISTURE BARRIER LISP REQ. AT OPENINGS 2X TOP PLATE a Q TYPICAL FILLED LINTEL ASSEMBLY rG 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING a z 1 #5 VERT. IN CONC. FILLED CELL W/ 2" x 4" WALL 2" x 6" WALL STRAPS W STD. 90" HOOK IN K.O. BLOCK SCALE: N.T.S. S4 OPENING 0ICY) JACKS STUDS JACKS STUDS HW �7 SIZE KNEE WALL ABOVE MASONRY WALL DETAIL rF EA END EA END EA END EA END O 1' - 4' (1) (2) (1) (2) (1) USP LSTA30 /8"x10" "J" BOLT INTO ED (2) 16d TOE NAILS s' SCALE: N.T.S. S4 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 MIN. PERC. TRANSOM STAGGERED dNAILS @6' EA. BLOCKING Z OI 9' -16' (3) (4) (2) (4) (2) USP LSTA30 BOTTOM PLATE TRANSOM FRAMING FRAMING z z O WIDTH OF OPENING VARIES 4" SECTION P.T. SEE SECTION AA/S1 0 FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT PLATE AND BB/S1 FOR is 2X8 WALL ABOVE a- LLI Q CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS ENTRY a M� Q 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @BEARING WALLS NOTED " • K.O. BLOCK W/(1) 0 W SCRAP MATERIAL WITHOUT UPLIFT SP SPT22 W SEE FLOOR PLAN NOTES FOR USP SPT4 SP SPT4 USP SPT4 -BOLTS @ 24 O.C. #5 CONT. & Q MAX FILLED ? LIJ �X�\� �'' REQUIRED CONNECTION RECESS LU z - LINTEL /8"X10" J-BOLTS o 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. J FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR MASONRY WALL 0 3-ROWS 12F NAILS STAGGERED a z vJ 2x4 (NOM.) OR WATERECEIVE RA3HED GE DOOR AND TO ALLOW CRIPPLES @ 12" O/C FOR 2"x10" OR ^ ° 2X8 P.T. BOTTOM P TE G' @ 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. W co W C (MIN. (2) PER BOTTOM PLATE) USP SPT4 w/ (6) USP C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 Yz" @ 24" 2 2x HEADER SEE PLAN USP SPT4 SPT?4 SP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. () Of MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 INTERIOR HEADER 10d NAILS 4" W MOUNTING BASE SHOWN 10d NAILS @ 8" @ 10d NAILS @ 6" O.C. FOR CLARITY SEE DETAIL A IN POSITION (1) 2x SILL PLATE W/ (2) STAGGERED = K/S4 GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER STAGGERED ONLY 12d TOENAILS. TRANSOM FRAMING CC N PLACE CONCRETE SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x EXTERIOR HEAD WS 2 NAILED INTO ] BEYOND. o CRIPPLE STUD () () / 0 GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O.) 12d TOENAILS. OPENING TRANSOM `PLYWOOD LARGER THAN 4 ft (2) 2x FRAMING TROWEL FINISH SEE e E SHEATHING GENERAL NOTES SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK EACH SIDE SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4" S4 ° FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR 2x STUDS TYP. BB/S1 FOR ADDITIONAL W title: . DETAILS 0/C BOUNDARIES 6" 0/C EDGES to TRAVEL DIRECTION OF & 8" O/C FIELD USP HTT45 TYP. U.N.O. SEE N! W GARAGE DOOR USP _ - '"'HOLD DOWN CONNECTIONS PLYWOOD ooFN oR NOT REQUIRED @BEARING MASSPT22 SHEATHING Z V /N WALLS NOTED WITHOUT UPLIFT RECESS SP WALLOBELOW 5/8-Xl0' J-BOLTS @ 24" O.C. o MOUNTING BASE DETAIL LINTEL SPT4 SP MAX. (MIN. (2) PER BOTTOM project no. 2017447 ,. SCALE: N.T.S. PT PLATE) Z ` ' �' r a AI TF_RNATF W checked: AB/MC SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T. BOT. PLATE a e m G DIMENSIONS TO BE 2" ABOVE FINISHED ° 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED drawn: BLOCK WALL. RECESSED SPACE MIN. 6 INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. [n date: 07-27-17 GARAGE ENTRY FINISHED MASONRY DETAIL ("`P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ FRAMING DETAILS ABOVE ENTRY rR IN scale: SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 OO SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) I } a 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such.