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111 1 I I _I I 1- I. a_.,e, Mn­­' 111 <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @ MID <br />POINT w/ (3)12d <br />DOUBLE 2x TOP TONEAILS SPACED <br />PLATE EVENLY <br />HEADER FLUSH TO OUTSIDE OPTION <br />— — J <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL 1 <br />SCALE: N.T.S. SL� <br />12 <br />SEE TYPICAL WALL SECTION <br />(TYP) SEE ELEV. <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <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 <br />(3)10d TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />'+�--STUDW/ (3)10d NAILS <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />USP SPT22 @ EA. STUD <br />2x P.T. PLATE • <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />Ir <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />VENT OR 2ND FLOOR <br />1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL <br />STANDARD 3" DIA. TEE 3/4" FURRING STRIPS <br />THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD <br />SCREW OFF CAP 3" DIA <br />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />(7w ) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />( ) W/ DRYWALL SCREWS 7 5/8" 81t 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 <br />FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS <br />DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 <br />MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK SOLID AREAS ARE LAYERS 3/8" THICK EACH. 3RD LAYER ❑ SOLID AREAS ARE 1/8" THICK. <br />WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD <br />WALL ❑ ❑ <br />TO DRAIN <br />CC DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING <br />❑ FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />WALL CLEAN -OUT EXTERIOR ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) <br />A WALL ❑ ❑ 0/C FIELD <br />SCALE: N.T.S. S4, ❑ ❑ 2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE 71111 <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTAZO @ EA. STUD • <br />MANUFACTURER. MAIN SPAN <br />TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS <br />UPLIFT CONNECTOR <br />S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />145 VERT. IN CONC. FILLED CELL <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E <br />5/8"DIA x 8" J-BOLTS AT 6-3/4" Al -VA" 71" AND 96-3/8"ABOVE GARAGE <br />KNOCK_OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />SCALE: N.T.S. <br />S4 <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />° <br />$ aI. <br />RUSS BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />a <br />BLOCKING W/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />° <br />@EACH END <br />Q <br />WALL <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />d. <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />2"x BUILT-UP COLUMN <br />g STD. 90 HOOK 8,t <br />a <br />° <br />a <br />DOOR STOP <br />PSPN516Z w/ (12)16d NAILS <br />SEE PLAN FOR MORE INFO <br />w <br />TOP SPLICE <br />z ¢ <br />a a <br />Q <br />MOLDING <br />2 ROWS 10d @ 3' O.C. (14 <br />° ° <br />18-10d NAILS <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />2x TOP PLATE <br />V <br />GARAGE <br />• NAILS TOTAL) EA. SIDE OF <br />A8„ SPLICE STAGGERED <br />GREATER THAN 6'-0" WIDE (U.N.O.ON <br />2-16d NAILS @ 24" O.C. OR <br />DOOR <br />N <br />° ° <br />PLAN) <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2 x 6 P.T. <br />r <br />W/ DIA. X 12" EPDXIED ATR <br />W/ MIN. 8" EMBEDMENT <br />OPENING <br />*MAX 5/8" W/ 5/8" W.A. W/ <br />2x STUD @ 24" <br />10d @ 8" O/C <br />Q/S, <br />5112" MIN. EMBED <br />r <br />O.C. MAX. <br />FILLED CELL W/ (1) #5 VERTICAL <br />PROVIDE P.A.F. NAILS OR <br />SEE FDN. PLAN FOR LOCATION <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />A <br />STAGGERED FROM BOT. <br />9 <br />UPLIFT= 4290# (SPF / SYP #2) <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />DOOR TRACK <br />EXTEATTAC OALSTUDS <br />W/ TOENAILS <br />REINF. INFO. <br />a. <br />W/MOUNTING ANGLE <br />4�16d <br />TO I P PLATE <br />NOTES: <br />IT <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />NOTE: <br />10 FILL LINTEL AND ALL CELLS ABOVE LINTEL.OVER <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />PLATE LENGTHS MUST BE BOTTOM SP LIC <br />STUD <br />` <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A4" x 4" INSPECTION <br />TYPICAL INTERIOR NON- <br />AT LEAST 4'-0" LONG. TYPICAL <br />_ - - <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />BEARING WOOD FRAME WALL j <br />TYPICAL GARAGE DOOR BUCK K <br />TOP PLATE SPLICE DETAIL rM <br />USP HTT16 N <br />O ERIFYPROPEHAT ALL REINFORCEMENT HAS BEEN PLACED <br />SCALE: N.T.S. S4 <br />•7 <br />BLOCKING (TYP.) <br />SCALEY.: N.T.S. S4 <br />SCALE: N.T.S. S4 <br />SCALE: NTS S4 <br />OOF TRUSS <br />O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />F= 2240 LBS <br />USP nc <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />4 OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />ZSEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />D LINTEL ASSEMBLY G <br />SCALE: N.T.S. L+ A <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 />1 (2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9' -16' <br />1 (3) <br />1 (4) <br />(2) <br />(4) <br />(2) USP LSTA30 <br />FFUSP SPT4 SPT24 <br />USP SPT4 <br />SPT24 <br />SP <br />SPT4 <br />Lisp <br />ROOF TRUSS ABOVE <br />2X STUDS @ 24" O.C. <br />2X TOP PLATE 2X BLOCKING <br />OVERLAPPING <br />/8"x10" "J" BOLT <br />NAILED <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />TRANSOM FRAMING <br />INTO <br />TRANSOM <br />FRAMING <br />10d NAILS @ 6" (2)16d TOE NAILS <br />EA. BLOCKING <br />STAGGERED <br />WIDTH OF OPENING VARIES 4° <br />FARM CONCRETE INSET TO <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />SECTION 2X P.T. <br />PLATE <br />SEE SECTION AA/S1 <br />2X8 WALL ABOVE <br />CREATE A SOLID BASE FOR <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />to <br />ENTRY <br />1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. <br />NOT REQUIRED @ BEARING WALLS NOTED <br />SCRAP MATERIAL <br />WITHOUT UPLIFT <br />I FL, . I <br />SP SPT22 <br />K.O. BLOCK W/(1) <br />c er w <br />T <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />USP SPT4 <br />RECESS <br />SP SPT4 USP SPT4 <br />-BOLTS @ 24" O.C. <br />MAX <br />FILLED <br />LINTEL <br />5/8"X10" J-BOLTS <br />2-ROWS 12d NAILS STAGGERED <br />2X P.T. PLATE <br />5) T-0" O.C. <br />FORM CREATES CONCRETE RECESS TO <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />a a <br />a <br />MASONRY WALL <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />2x CRIPPLES @ <br />@ 12 O/C FOR 2 x10 OR <br />Q 2X8 P.T. BOTTOM P TE <br />G' <br />GREATER HEADER <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />16" O.C. W/ (2) 12d <br />B <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />TOENAILS T/B <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />USP SPT4 w/ (6) <br />C <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />10d x 1 %" @ 24" <br />rT� <br />USP SPT4 <br />SPT24 <br />SP SPT4 <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />O.C. <br />(2) 2x HEADER SEE PLAN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />S4 <br />INTERIOR HEADER <br />10d NAILS @ 4" <br />MOUNTING BASE SHOWN <br />10d NAILS @ 8" <br />q <br />10d NAILS @ 6" O.C. <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />O/C TYP. <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />STAGGERED <br />STAGGERED <br />ONLY <br />12d TOENAILS. <br />TRANSOM FRAMING <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />DOUBLE 2x <br />EXTERIOR HEADERS <br />C <br />BEYOND. <br />C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />CRIPPLE STUD <br />TYPICAL U N 0 <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. OPENING <br />NAILED INTO <br />TRANSOM <br />d <br />�8x8x16 <br />( ) <br />LARGER THAN 4 ft (2) 2x <br />FRAMING <br />PLYWOOD <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />PLYWOOD FASTENED TO TRUSSES <br />c <br />E SHEATHING <br />CONNECTION ASSEMBLY <br />�-2x STUDS TYP. <br />BB/51 FOR ADDITIONAL <br />WITH 8d COMMON WIRE NAILS @ 4" <br />O/C BOUNDARIES 6" 0/C EDGES <br />S4 <br />B <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />DETAILS <br />& 8 O/C FIELD <br />..........:........:....... <br />GARAGE DOOR <br />USP HTT16 TYP. U.N.O. SEE N/S <br />** <br />USP <br />PLYWOOD <br />HOLD DOWN CONNECTIONS <br />SPT22 <br />SHEATHING <br />Op��O,Q <br />NOT REQUIRED @ BEARING <br />MASONRY <br />MOUNTING BASE DETAIL <br />Q <br />WALLS NOTED WITHOUT UPLIFT <br />RECESS <br />LINTEL <br />/iSP <br />SPT4 <br />USP <br />WALL BELOW <br />5/8"X10" J-BOLTS @ 24" O.C. <br />/ <br />MAX. (MIN. (2) PER BOTTOM <br />SCALE: N.T.S. <br />a <br />SPT4 <br />PLATE) <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T. BOT. PLATE a o .. ° 5/8T DIA. ATR EPDXIED <br />BLOCK WALL. RECESSED SPACE TO BE 2 ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. <br />SHED FORWARD THIS DRAWING. WALL HEADER DETAIL FRAMING DETAILS ABOVE ENTRY rR <br />r.AMrrwI ItTr•r11./1r1 r'1 r'1/ATI/1\1 <br />SCALE: N.T.S. <br />SCALE: N.T.S. S4. <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SCALE: N.T.S. <br />zM❑ <br />o <br />_ <br />z° <br />z� <br />Q <br />❑ <br />z <br />Q) <br />v� <br />11(z <br />4--J w <br />l) <br />U — <br />O w <br />V) <br />0 <br />= <br />Cn <br />CM <br />�m^ <br />;1� <br />O o <br />U <br />Ll! <br />h-- E <br />a)co <br />q) cM <br />NAM <br />_U <br />Ooo <br />N <br />LL co <br />� d <br />0 <br />0 <br />oV <br />Q rn <br />rnQ o <br />A1 <br />B D. <br />N,C ,B ,DC <br />eefi <br />!4 Fi e <br />c,Zq_ <br />No�a�± <br />ei p <br />2 <br />O <br />�VJ 4 <br />w L <br />cn r -, <br />L <br />o <br />�✓` Y <br />A a� N �, <br />IL <br />m `. <br />W, <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />ON <br />Z <br />ONn <br />1-•-1 +_+ p <br />r>Ln -+ M O <br />Q � M Lr) <br />a <br />(n <br />Ln <br />Q" U_ <br />CL M <br />U <br />z <br />00 <br />Q <br />z E <br />Z <br />J <br />W <br />ko <br />d- <br />oz <br />�o <br />�o <br />za <br />LU <br />zoo <br />ZLuW� <br />�owZ <br />Y J <br />a <br />S�V'o <br />W <br />�Wo <br />oZ <br />zz <br />}o <br /><z <br />r-1 <br />Z <br />5 <br />z <br />� <br />z <br />Q) <br />� <br />U <br />U) <br />J <br />'a <br />'Wx <br />'oLL <br />z <br />PRO <br />,•�I <br />W <br />LL10 S <br />U�ma <br />N <br />J <br />Z <br />Q <br />a <br />z <br />Lu <br />N <br />I.n <br />uzF <br />tea°: <br />_I <br />W <br />�„pzo <br />E¢a <br />cV <br />M <br />2: <br />Q <br />Q <br />z <br />�~S <br />w <br />z <br />L <br />a z <br />o <br />^ <br />g <br />= <br />J 0 <br />az <br />uj <br />r, <br />T-I <br />a <br />UO <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />o <br />SHEET NO. <br />S4 <br />