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VENT OR 2ND FLOOR SEE TYPICAL WALL SECTION 1/20 MINIMUM CEMENT FINISH —TYPICAL C.M.U. WALL 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C STANDARD 3'DIA. TEE 3/4' FURRING STRIPS (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) THREADED 3"DIA. EXTENSION DOUBLE 2*x4" S.P.F. TOP PLATE 1/2" GYPSUM BOARD SCREW OFF CAP I DIA.) W/ DRYWALL SCREWS 7 5/8" 8" 7 5/8,, 8" 7 5181, 8" 7/8" STUCCO FINISH PERASTMC.926 FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS MIN. EXTENSION FROM DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 CK Ll LAYERS 3/8" THICK EACH. 3RD LAYER SOLID AREAS ARE SOLID AREAS ARE EXTERIOR FACE OF BLO jK 1/8"THICK. WALLIS 1 1/2"MAXIMUM STEEL AND GROUT STEEL AND GROUT DOUBLE 2x TOP EXTENSION FROM EXTERIOR CRICKET AS REQUIRED I PLATE FACE OF BLOCK WALL IS 2 j1/4"' INTERIOR FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD WALL TO DRAIN CL DOOROPENING _W DOOR OPENING DOOR OPENING — (t- 1/2" EXTERIOR GRADE SHEATHING W FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ 101 COMMON WIRE NAILS @ 4" O/C BLOCKING 4"O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6"O/C EDGES & 8" TO BLOCKING WALL CLEAN -OUT A� WALL O/C FIELD W2 4 T ___�(2) 2x HEADER SCALE: N.T.S. PER PLAN 2X4 PIT STUDS @ 16"O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W/ (1) 1 Od @ 8" 1STCOARSE 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 1 1"DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD 2 x 6 (MIN.) FRAME MANUFACTURER. MOISTURE BARRIER LMAIN SPAN ROOF TRUSS WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW MASONRYLAYOUT (*D UPLIFT CONNECTOR � �4 8"X8"X16" K.O. BLOCK W1 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. � �4 SCALE: N.T.S. AND FILLED W/ 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 (TY TRUSSES @ 24' O/C VERTICAL JAM UPLIFT CONNECTOR KNOCK -OUT_ 5/8"DIA. x 8" J-BOLTS AT 6-314", 41-314", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E� (SEE SCHEDULE) BLOCK W1 (1 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. 11r)"PI P '3yA QDP *') )#5 FOR CONCRETE PLACEMENT CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 TOP PLATE 2x S.P.F. STUDS @ 16"O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSSABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (2) 10d TOENAILS T&B AS REQ'D U BLOCKING @ MID "x 0 L U N13 ('v m �.�2x PO IN T E Ry OT H E R POINT EVERY OTHER ST D ) 1 1 dN A 'LS STUDW/(3) 10d NAILS U W 3 CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 12d TO TRUSS BELOW 8 STD. 91THOOK78.-,=, LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W1 (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION TRUSS BOTTOM CHORD OR 2x4 LBLOCKING W/ 2-16d TOE NAILS a EACH END C TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL 2"x BUILT-UP COLUMN DOOR STOP SEE PLAN FOR MORE INFO W /77—�j 1 TOP SPLICE 0 MOLDING 2 ROWS 10d @ 3" O.C. (14 18-10d NAILS U3 2x TOP PLATE GARAGE NAILS TOTAL) EA. SIDE OF 2-16d NAILS @ 24' O.C. OR DOOR SPLICE STAGGERED EQUAL TO TRUSS BOTTOM 2 x 6 P.T. 7" 5/8"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING (44/41 W/ MIN. 8" EMBEDMENT 2x STUD @ 24' 1 Od @ 8' O/C *MAX 5/8"W/ 5/8"W.A. W/ 5 1/2"MIN. EMBED O.C. MAX. I/kI -PROVIDE P.A.F. NAILS OR Cle. 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. UPLIFT= 4290# (SPF SYP #2) SEE AIS3 FOR 1 PLATE TO CONCRETE DOOR TRACK REINF. INFO. W/MOUNTING ANGLE OLVI-N NU III, I I r-.1 NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BIE BOTTOM SP LIC 1/2" EXTERIOR GRADE SHEATHING FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL OVER STUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION TYPICAL INTERIOR NON - WIRE NAILS @ 4' O/C BOUNDARIES 6' O/C 7 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 USP HTT16 N� USP SPT22 @ EA. STUD VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE:NTS 2x P.T. PLATE PROPERLY. � �4 � �4 � �4 ZROOF TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT HDI IPT f1f%MMPr1TnD Mr= QPWIII 9:1 n4 OPENINGS LESS THAN OR EQUAL TO II IN WIDTH DO NOT USP C REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8111116" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER FLOOR PLAN. AND FILLED SOLID W/GROUT rG TYPICAL FILLED LINTEL ASSEMBLY 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. � �4 KNEE WALL ABOVE MASONRY WALL DETAIL rF�� SCALE: N.T.S. � �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2- x 4" WALL 2"x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END 11-4- (1) (2) (1) (2) (1) USP LSTA30 41-9' (2) (3) (2) (2) (1) LISP LSTA30 (3) (3) (2) (3) (2) LISP LSTA30 Ubil bil 14 SPT24] USP SPT4� SPT241 SP SPT4 ____0SP ROOFTRUSSABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C. 111 V \\-NAILED V 81, x1 0" "J" BOLT @ 24' O.C. MAX. V INTO 10d NAILS @ 6' (2) 16d TOE NAILS MIN. (2) PER TRANSOM STAGGERED EA. BLOCKING BOTTOM PLATE TRANSOM FRAMING FRAMING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE SECTION A r. 1. btt =U I IUN PJVbl PLATE AND BB/Sl FOR 2X8 WALL ABOVE CREATE A SOLID BASE FOR ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS ENTRY 1/2"X9 1/2' PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING SCRAP MATERIAL--� WALLS NOTED WITHOUT UPLIFT USP SPT22 0 K.O. BLOCK WI(l) _j SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION \-IJSP S�T4 -U SP SPT4 USP SPT4 RECESS _J-BOLTS @ 24" O.C. MAX #5 CONT. & FILLED LINTEL 5/8"IIOLTS 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE -------MASONRY @ 2'-0' O.C. FORM CREATES CONCRETE RECESS TO 2x4 (NOM RECEIVE GARAGE DOOR AND TO ALLOW @ 12' O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12"O/C FOR 2"1 OR 2X8 P.T. BOTTOM PrE WALL FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH 2x CRIPPLES @ 16" O.C. W/ (2) 12d GREATER HEADER TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B BOLT @ 24" O.C. MAX. ki 'rE)He1-rI^K1 ^I=rUIQ C^1131A AKIV USP C (MIN. (2) PER BOTTOM PLATE) C k I n1a 10 m 1 1VI-4 r-vn -V 0 1 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END \— (2) 2x HEADER SEE PLAN MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 10d NAILS @ \—INTERIOR HEADER FOR CLARITY SEE DETAIL IN POSITION (1) 2x SILL PLATE W/ (2) KIS4 GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER 12d TOENAILS. SEAT FOR BLOCK IS POURED 6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2X ONLY EXTERIOR HEADERS IN PLACE CONCRETE CRIPPLE STUD (1) 2X SILL PLATE W/ (2) GARAGE FLOOR SLAB I�I , , J� /-8x8xl6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x TROWEL FINISH SEE SILL PLATE W/ MP3 CLIPS GENERAL NOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK EACH SIDE CONNECTION ASSEMBLY GARAGE FLOOR '-2X STUDS TYP. �J:I TRAVEL DIRECTION OF FOR DRAJNAGE USP HTT16 TYP. U.N.O. SEE N/S4 GAPAGE DOOR HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT MOUNTING BASE DETAIL SCALE: N.T.S. P.T. BOT. PLATE SEE PLAN FOR FOOTING 'BoTroM OF MOUNTING B DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL SHED FORWARD THIS DRAWING. WAI I W ArWp r)I=TAII UO"Or"'I SPT24] or, or us SP TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING USP SP�2T SID /-Su PT4 2X8 P.T. BOTTOM nD PLAT I E 1 Old NAILS@ 4' 1 Od NAILS @ 6' O.C. STAGGERED A STAGGERED FRAMING 0 NTRANSOM BEYOND. L PLYWOOD 0 SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4' O/CBOUNDARIES 6"O/CEDGES L & 8"O/C FIELD .—PLYWOOD SHEATHING MASONRY P WALL BELOW 5/8"X10"J-BOLTS @ 24"O.C. MAX. (MIN. (2) PER BOTTOM T4 PLATE) ALTERNATE: 518" DIA. ATR EPDXIED MIN. 6"INTO BOND BEAM C AIAIKIIIII CT 11 0 AlOnXIC @ 24' O.C. III V PARTIAL INTERIOR ELEVATION 5/8"xl 0""J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. � �4 (MIN. (2) PER BOTTOM PLATE) (D C U E It- 00) 4- ro E 'on 605 0 N co U ;; P'51 iZ- E 00 VO ) V1 C: C CO M -E LL 0 q goj -0k 0 '0. o 0) 0 00 00 0 C' Lo It 0 0 A 0 N*C 11 D C 40 ; 11 ' A. 41 C E ;t 5Aati cm,) Oat ")a 41 _z- 6.1'zo- J-0 LL T liffun, L ////,,0; L To the best of the enginee a no ge an un Man ng, a structura ans an specifications compty with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. (y) CL) Lr) Z m 0 6 N C=) in C:> > 0 Lj_ z t-4 z z .2) m _3 W LU _j Ln Ln mi z z LU of 0 . E 0z z Ch � LLI 4z 2 1: (LAL, no OR 0 0z z b C<1� Z C> z z ILD z in zw, 0 U"' g D 0 z c) Uj z LL" T-1 2: to r,j 0 ko X:V-4 Ln o; Vi I.- 0 W ZO .2-1 -z - Iz- z z 0 LU CY 2 �=' �F twq _'.zx 8 r P;5 � -Q;5 8 ui x i- oz LU C:) - 8 9 ui < 0, !� v-, 20: on 23 < of RX LL z 0 _j _j < c) LL z Uj > z z 0 SCALE AS NOTED PLOT DATE 05/24/2011 VERSION NO. 1000 JOB NO: 11-0667-0672 SHEEr NO. %S4 33.