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O O <br />� O <br />F— N C) C CV <br />(OMO� 0 <br />�. N N O <br />J 00 <br />V1 2CD <br />c C <br />C Q Cd Cn <br />C <br />VENT OR 2ND FLOOR <br />O Co � <br />(2) 2x6 OR (2) 2x8 Ca, <br />TOP PLATE SEE TYPICAL C.M.U. WALL 12 <br />PLAN 1/2" MINIMUM CEMENT FINISH PRE-ENGINEERED WOOD TRUSSES @ 24" O/C p.( <br />P) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />STANDARD 3" DIA. TEE 3/4" FURRING STRIPS <br />(2) 2x HEADER TO SIT DOUBLE 2"x4" S.P.F. TOP PLATE.1 <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD <br />r� <br />SEE PLAN FOR HEADER 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 v <br />CONNECTION FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/TOTAL THICKNESS s <br />V1__'--­2X DEADWOOD @ MID MIN. EXTENSION FROM DRYWALL NAILS <br />J POINT w/ (3)12d EXTERIOR FACE OF BLOCK <br />DOUBLE 2x TOP TONEAILS SPACED WALL IS 1 1/2" MAXIMUM <br />PLATE EVENLY EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 21/4" INTERIO <br />HEADER FLUSH TO OUTSIDE OPTION WALL <br />TO DRAIN <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE EXTERIOR <br />TO BLOCKING WALL CLEAN -OUT A WALL <br />(2) 2x HEADER SCALE: N.T.S. S4 <br />PER PLAN <br />� <br />q <br />SOLID AREAS ARE <br />STEELAND GROUT <br />DOOR OPENING <br />][] <br />El❑ <br />DOOR OPENING <br />❑ <br />❑ <br />❑ <br />❑ <br />mp <br />Pip <br />❑ <br />❑ <br />Fo <br />❑ <br />❑ <br />1 '4 <br />7/8" OVER METAL LATH. FIRST 2 <br />,:� <br />LAYERS 3/8" THICK EACH. 3RD LAYER <br />SOLID AREAS ARE <br />1/8" THICK. <br />- <br />STEEL AND GROUT <br />CRICKET AS REQUIRED <br />FULL 8x8x16 BLOCK <br />USP SPT24 @ EA. STUD <br />DOOR OPENING --CL <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) <br />O/C FIELD <br />( �I <br />• <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />L <br />CARRIER/GIRDER TRUSS ' <br />2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE _ __ I:4 w <br />VARIES O.C. TO EACH HEADER FACE "4 z <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE mow$1 <br />REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE � �� ,'•" ` <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD <br />2 x 6 (MIN.) FRAME MANUFACTURER. MOISTURE BARRIER I LMAIN OOFTPAN <br />RUSS <br />WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND FILLED W/ GROUT = W o o �i <br />0, N <br />12 SEE TYPICAL WALL SECTION W/ STD. 90° HOOK IN K.O. BLOCK <br />MEN <br />`• <br />(TYP) SEE ELEV. PRE-ENGINEERED WOOD Z a W <br />TRUSSES @ 24" O/C VERTICAL JAM ' 8 W o <br />UPLIFT CONNECTOR " " " " " ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE 8 W N Q �' '� =_ <br />5/8 DIA. x 8 J-BOLTS AT 6-3/4 , 41-3/4 , 71 ,AND 96-3/8 ABOVE GARAGE W F' <br />(SEE SCHEDULE) KNOCK <br />OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS 2,000 PSI MIN. I ~ �r - � o`erCD <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ] ( SCALE: N.T.S. 8 Z E ;, x yob c9 zz <br />DOUBLE 2x4 SPF #2 L CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) S4 0 ow. c� ell <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />SINGLE 2x CONT. TOP <br />PLATE W/ (2)12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />USP SPT24 @ EA. STUD (3)1Od TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />+++ + ' STUD W/ (3)1Od NAILS <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />• PLATE W/ (2)16d TO <br />TRUSS BELOW <br />■li <br />11111111111111101 <br />ii■ <br />�llli <br />�11111 <br />P_� -4AGE <br />mm <br />■■ <br />91 •• <br />OPENINGS <br />GREATER• • <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />`! <br />■■ <br />, <br />■ <br />■III <br />i <br />I■ <br />■ <br />Milli <br />IIII� <br />■ ■i <br />ll <br />lil <br />�■ <br />■ <br />Milli <br />II!! <br />■ <br />■III <br />III■ <br />■ <br />■■lil <br />II!■■ <br />�Ilil <br />IRII� <br />USS BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. <br />HORIZONTAL JAMBS DO <br />m z . o » FL-)— <br />/7BLOCKINGW/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />,» <br />W <br />W W" <br />Z <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />EACH END <br />d a <br />WALL <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />2'x BUILT-UP COLUMN <br />W <br />Z = <br />W� <br />a d <br />a a <br />DOOR STOP <br />PSPN516Z w/ (12)16d NAILS <br />SEE PLAN FOR MORE INFOi <br />z w <br />z a <br />a <br />a o <br />MOLDING <br />TOP SPLICE <br />2 ROWS 10d @ 3" O.C. (14 <br />,, <br />a °a " <br />18-10d NAILS <br />LL o W w` a <br />_ g 9 1.,H a o <br />2x TOP PLATEJ <br />� <br />r <br />GARAGE <br />NAILS TOTAL) EA. SIDE OF <br />' ' <br />o <br />"� " <br />W LL p w v w <br />F- IE " <br />2-16d NAILS @ 24" O.C. OR <br />DOOR <br />. fey► SPLICE STAGGERED <br />a vo 0 <br />Lu <br />EQUAL TO TRUSS BOTTOM <br />• <br />5/8"DIA. X 12" EPDXIED ATR <br />W00 9N3Sad MMM <br />CHORD OR BLOCKING <br />2 x 6 P.T. <br />�,y� <br />= <br />W/ MIN. 8" EMBEDMENT*MAX <br />, <br />('i 10d @ 8" O/C <br />518"W1 .A. W/ <br />2x STUD @ 24" <br />O�sr <br />' <br />51/2" MIN. EMBED <br />O.C. MAX. <br />. <br />�OF <br />ROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />w <br />SEE A/S3 FO <br />STAGGERED FROM BOT. <br />DOOR TRACK <br />ATTACH ALL <br />EXTERIOR STUDS <br />o <br />UPLIFT= 4290# (SPF / SYP #2) <br />REINF. INFO. <br />PLATE TO CONCRETE <br />W/MOUNTING ANGLE <br />T/0 TOP PLTATE AILS <br />a <br />w <br />Q <br />o <br />NOTES: a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC Z <br />1/2" EXTERIOR GRADE SHEATHING a 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL OVER STUD z <br />2 <br />FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A4"x4" INSPECTION TYPICAL INTERIOR NON UL <br />- <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C - - - PORT <br />EDGES & 8" 0/C FIELD - EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCKrK TOP PLATE SPLICE DETAIL rm_"*� USP HTT45 N W <br />USP SPT22 @ EA. STUD BLOCKING (TYP.) Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS J <br />2x P.T. PLATE PROPERLY. S4 S4 S4 S4 c <br />\—ROOF TRUSS �3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS j <br />5/8" x 10" "J" BOLT @ 24" 0/C MAX <br />W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 4 OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT USP C °x - 1. I^ <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER FLOOR PLAN. <br />AND FILLED SOLID W/GROUT G <br />1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY <br />STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. S4 <br />KNEE WALL ABOVE MASONRY WALL DETAIL rF �7 <br />SCALE: N.T.S. S4 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />1'-4' <br />1) <br />(2) <br />(1) <br />2 <br />(1) USP LSTA30 <br />4'- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9' -16' <br />(3) <br />4 <br />(2) <br />(4) <br />(2) USP LSTA30 <br />USP SPT4 Sp f24 <br />FF <br />USP SPT4 <br />SPT24 <br />SP SPT4 W F7ROOF <br />N <br />LISP <br />TRUSS ABOVE <br />2X TOP PLATE ¢ <br />W <br />2X STUDS 24" O.C. <br />2X BLOCKING <br />OVERLAPPING a <br />Z <br />@ <br />W <br />00 <br />W <br />1 <br />N <br />= <br />LL r <br />WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT <br />CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED <br />SCRAP MATERIAL WITHOUT UPLIFT <br />_J SEE FLOOR PLAN NOTES FOR <br />r r REQUIRED CONNECTION <br />\\N00\1 <br />L9N 2-ROWS 12d NAILS STAGGERED <br />@ 12" 0/C EACH FACE OR <br />8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />P <br />USP SPT4 <br />P.T. <br />LATE <br />VJ <br />NN <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />ILED <br />INTO <br />TRANSOM <br />FRAMING <br />SP SPT4 <br />SP SPT22 <br />USP SPT4 <br />10d NAILS @ 6" <br />STAGGERED <br />�0 <br />BOLTS @ 24" O.C. <br />2X P.T. PLATE <br />o <br />(2)16d TOE NAILS _ <br />EA. BLOCKING <br />° <br />° <br />2X8 WALL ABOVE W <br />ENTRY <br />K.O. BLOCK W/(1) w <br />#5 CONT. & Z <br />FILLED <br />8"X10" J-BOLTS o <br />o <br />Q k � 0 <br />Q <br />7 O <br />W <br />J M� Q <br />W <br />U J <br />> <br />J <br />FORM CREATES CONCRETE RECESS TO 03-ROWS 12d NAILS STAGGERED a a , MASONRY WALL 1- <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C FOR 2"x10" OR 2X8 P.T. BOTTOM P TE (:K) <br />w <br />FOR WATER SHED. p <br />2x CRIPPLES @ GREATER HEADER „ U <br />KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d B o <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. U <br />W <br />C (MIN. (2) PER BOTTOM PLATE) C <br />USP SPT4 w/ (6) USP <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 h" @ 24" 1 (2) 2x HEADER SEE PLAN Z <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. <br />MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 INTERIOR HEADER <br />FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN 10d NAILS @ 8" <br />K/S4 IN POSITION GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS. <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x EXTERIOR HEADERS <br />IN PLACE CONCRETE <br />CRIPPLE STUD (1) 2x SILL PLATE W/ (2) <br />GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O.) GARAGE FLOOR SLAB 8x8x16 C.M.U. 12d TOENAILS. OPENING <br />TROWEL FINISH SEE LARGER THAN 4 ft (2) 2x <br />GENERAL NOTES '''`' SILL PLATE W/ MP3 CLIPS <br />SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK EACH SIDE <br />CONNECTION ASSEMBLY <br />FOR DRAINAGE <br />GARAGE FLOOR "*---2x STUDS TYP. <br />j� TRAVEL DIRECTION OF USP HTT45 TYP. U.N.O. SEE N/ <br />GARAGE DOOR ** HOLD DOWN CONNECTIONS <br />Op��0,4 NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIFT <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />EE PLAN FOR FOOTING AT I POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T. BOT. PLATE <br />DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED <br />GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q <br />USP SPT4 <br />SPT24 <br />FF Oro <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />TRANSOM FRAMING <br />oo <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />USP <br />SPT22 <br />RECESS <br />SP <br />LINTEL <br />SPT4 <br />S <br />Of <br />a. a <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />PT4 <br />U <br />UJ <br />10d NAILS @ 4" 10d NAILS @ 6" O.C.UJ <br />I <br />STAGGERED A IFO <br />STAGGERED <br />TRANSOM FRAMING <br />0 o BEYOND. =ca <br />M <br />L PLYWOOD = <br />o E SHEATHING m <br />PLYWOOD FASTENED TO TRUSSES a <br />WITH 8d COMMON WIRE NAILS @ 4" S4o <br />O/C BOUNDARIES 6" O/C EDGES f(D w <br />& 8" O/C FIELD W title: <br />co <br />PLYWOOD w <br />SHEATHING z <br />WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o <br />SP MAX. (MIN. (2) PER BOTTOM u) project no. 2017556 <br />PT4 PLATE) <br />ALTERNATE: o checked: AB/MC <br />5/8" DIA. ATR EPDXIED drawn: <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. N date: 10-09-17 <br />FRAMING DETAILS ABOVE ENTRY R ° I ' <br />a sca e. <br />SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION 5/8"x1ON 7BOLTS @ 24" O.C. MAX <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 OO <br />SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) <br />H <br />0 <br />aS4 <br />0 <br />0 <br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. <br />1 11 F a a 111 I TI�11 IF r I 1. 110 Pit 4 1dle i; V I.Ak d. I l ti1L..i�, iilr'b' .��:,?. [J-TIE-1 ,--. — --1 1— - FF--- - I — <br />a sca e. <br />SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION 5/8"x1ON 7BOLTS @ 24" O.C. MAX <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 OO <br />SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) <br />H <br />0 <br />aS4 <br />0 <br />0 <br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. <br />1 11 F a a 111 I TI�11 IF r I 1. 110 Pit 4 1dle i; V I.Ak d. I l ti1L..i�, iilr'b' .��:,?. [J-TIE-1 ,--. — --1 1— - FF--- - I — <br />