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(2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR <br />SEE TYPICAL WALL SECTION <br />TOP PLATE SEE <br />PLAN 1/2" MINIMUM CEMENT FINISH_\\ '5/—TYPICAL C.M.U. WALL 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />3/4" FURRING STRIPS <br />STANDARD 3" DIA. TEE <br />(2) 2x HEADER TO SIT THREADED 3" DIA. EXTENSION DOUBLE 2"x4" S.P.F. TOP PLATE <br />2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE 1/2" GYPSUM BOARD <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 7 5/81, 8" 75/81, 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTIVI C. 926 <br />CONNECTION 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 />DEAD WOOD @ MID MIN. EXTENSION FROM v LAYERS 3/8" THICK EACH. 3RD LAYER <br />POINT w/ (3) 12d EXTERIOR FACE OF BLOCK —SOLID AREAS ARE SOLID AREAS ARE 1/8" THICK. <br />TONEAILS SPACED WALL IS 11/2" MAXIMUM STEEL AND GROUT STEEL AND GROUT <br />DOUBLE 2x TOP EVENLY EXTENSION FROM EXTERIOR CRICKET AS REQUIRED <br />PLATE FACE OF BLOCK WALL IS 2 1/4" INTERIOR FULL 8x8xl 6 BLOCK USP SPT24 @ EA. STUD <br />HEADER FLUSH TO OUTSIDE OPTION WALL <br />TO DRAIN <br />CL, F--1 F�m—] DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING <br />M L� FASTENED TO TRUSSES WITH 8d <br />2x BLOCKING @ EACH END W/ 10d @ [I COMMON WIRE NAILS @ 4" 01C <br />4" O.C. FROM EACH HEADER FACE EXTERIOR J BOUNDARIES 6" O/C EDGES & 8" BLOCKING <br />TO BLOCKING WALL CLEAN -OUT rA WALL O/C FIELD <br />---(2) 2x HEADER SCALE: N.T.S. �� �4 2X4 PT STUDS @ 16" O.C. <br />PER PLAN <br />A (2) 2X4 PT STUDS UNDER HIP <br />v CARRIER/GIRDER TRUSS <br />��2x BOTTOM PLATE W/ (1) 10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE --- <br />VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS 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. SPAN <br />WALL HEADER DETAIL MASONRYLAYOUT D� MOISTURE BARRIER ROOF TRUSS <br />TYPICAL SECTION THRU WINDOW rB ��UPLIFT CONNECTOR <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />SCALE: N.T.S. SCALE: N.T.S. � �4 <br />AND FILLED W/ GROUT <br />12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />SEE ELEV. PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C VERTICAL JAM <br />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 ALT. KNEEWALL ABOVE MASONRY WALL DETAIL (E <br />(SEE SCHEDULE) BLOCK W] (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. <br />DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) � S4 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />SINGLE 2x CONT. TOP <br />PLATE W1 (2) 12d INTO <br />TRUSSABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />USP SPT24 @ EA. STUD (3) 1 Od TOENAILS T&B <br />AS REQ'D <br />-----2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUDW/(3)10dN ILS <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) 16d TO <br />TRUSS BELOW <br />.7 <br />STD. 91YHOOK -j <br />811 —/8', <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN U-10" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL — <br />SEE FDN. PLAN FOR LOCATION <br />TRUSS BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. <br />HORIZONTAL JAMBS DO <br />LBLOCKING W/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />t EACH END <br />C <br />4 4 <br />WALL <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />—=2 <br />2"x BUILT-UP COLUMN <br />< <br />DOOR STOP <br />PSPN516Z w/ (12) 16d NAILS <br />SEE PLAN FOR MORE INFO <br />TOP SPLICE <br />000, <br />;2� <br />-4 <br />MOLDING <br />1, <br />- " O.C. (14 <br />2 ROWS 10d @ 3 <br />18-1 Od NAILS <br />2x TOP PLATE <br />GARAGE <br />NAILS TOTAL) EA. SIDE OF <br />o <br />2-16d NAILS 1@ 24" O.C. OR <br />DOOR <br />ir(q. SPLICE STAGGERED <br />o <br />o <br />EQUAL TO TRUSS BOTTOM <br />2 x 6 P.T, <br />5/8"DIA. X 12" EPDXIED ATR <br />CHORD OR BLOCKING <br />W1 MIN. 8" EMBEDMENT <br />1 Od @ 8" O/C <br />*MAX 5/8" W/ 5/8" W.A. W/ <br />2x STUD @ 24' <br />5 1/2" MIN. EMBED <br />O.C. MAX. - <br />P.A.F. NAILS OR <br />PLAJ <br />2x P.T. E <br />rPROVIDE <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />ATTACH ALL <br />LIPLIFT= 4290# (SPF / SYP #2) <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />DOOR TRACK <br />EXTERIOR , STUDS <br />W/ (4) 16d TOENAILS <br />REINF. INFO. <br />2k <br />I <br />W/MOUNTING ANGLE <br />TOTbP PLATE <br />NOTES: 4 IT NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC <br />1/2" EXTERIOR GRADE SHEATHING FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL OVERSTUD <br />FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NOW <br />PORT <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL <br />EDGES & 8" OIC FIELD TYPICAL GARAGE DOOR BUCK us rN <br />USP SPT22 @ EA. STUD VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED K� TOP PLATE SPLICE DETAIL P H1716 <br />2x P.T. PLATE BLOCKING (TYP.) PROPERLY. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE:NTS S4 <br />�ROOF TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX 7:: <br />W/ 8" EMBEDMENT — UPLIFT CONNECTOR IS SEE 1,r'HP:r)l11 P) OPENINGS LESS THAN OR EQUAL TO 6'.0" IN WIDTH DO NOT ------- USP nc <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. <br />AND FILLED SOLID W/GROUT MOISTURE BARRIER <br />TYPICAL FILLED LINTEL ASSEMBLY rG <br />1 #5 VERT. IN CONC. FILLED CELL W1 <br />STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. <br />KNEE WALL ABOVE MASONRY WALL DETAIL rF <br />SCALE: N.T.S. ���4 <br />FF uOr or I,+ SPT241 <br />Lisp <br />2X STUDS @ 24" O.C. <br />/8"X10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />VDT <br />WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE <br />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS 11 <br />BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED <br />SCRAP MATERIAL--\ WITHOUT UPLIFT <br />\-USP SPT4 <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />0 2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />FORM CREATES CONCRETE RECESS TO 3-ROWS 12d NAILS STAGGERED <br />2x4 (N M.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C FOR 2"xl 0" OR <br />FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER <br />I All n t' AAI/ P)N V)rj <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 />SIZE <br />JACKS <br />� STUDS <br />JACKS <br />STUDS <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) LISP LSTA30 <br />41-91 <br />(2) <br />(3) <br />1 (2) <br />(2) <br />(1) USP LSTA30 <br />9'-16' <br />(3) <br />(4) <br />1 (2) <br />(4) <br />(2) USP LSTA30 <br />uOr Or 1'+� <br />SPT241 <br />\,_r/ <br />Or Or "+ <br />10 <br />S <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />-USP SPT4 <br />SP SPT22 <br />USP SPT4 <br />\2X8 P.T. BOTTOM P�ATE <br />ROOFTRUSSABOVE <br />2X TOP PLATE <br />2X BLOCKING <br />OVERLAPPING <br />(2) 16d TOE NAILS <br />d NAILS @ 6" <br />EA. BLOCKING <br />AGGERED <br />2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/(1) <br />BOLTS @ 24" O.C. <br />#5 CONT. & <br />AX <br />FILLED <br />2X P.T. PLATE <br />@ 2'-0" O.C. <br />MASONRY WALL <br />Ntl=V 0 1 11-1-r-INtM bAUK I -MUM OlUrO r-NUUUM <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B \-5/8"x10­J" BOLT @ 24" O.C. MAX. <br />USP SPT4 W/ (6) USP C (MIN. (2) PER BOTTOM PLATE) <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 Od x 1 Y2" @ 24" \—(2) 2x HEADER SEE PLAN USP SPT4� SPT24 SP SPT4 <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.) \,�4� \—INTERIOR HEADER f 1 Od NAILS @ 4" NAILS @ 6" O.C. <br />MOUNTING BASE SHOWN 1 Od NAILS @ 8" A — 10d <br />FOR CLARITY SEE DETAIL IN POSITION (1) 2x SILL PLATE W/ (2) STAGGERED STAGGERED <br />K/S4 GARAGE ENTRY FORM DETAIL OIC TYP. BOX HEADER 12d TOENAILS. <br />SEAT FOR BLOCK IS POURED ONLY EXTERIOR HEADERS 0 0 TRANSOM FRAMING <br />IN PLACE CONCRETE 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x -*- (1) 2x SILL PLATE W/ (2) N BEYOND. <br />CRIPPLE STUD \-NAILED INTO <br />GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O.) <br />GARAGE FLOOR SLAB 8x8x1 6 C. M.U. 12d TOENAILS. OPENING TRANSOM PLYWOOD <br />TROWEL FINISH SEE LARGER THAN 4 ft (2) 2x FRAMING SHEATHING <br />SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING 0 <br />GENERALNOTES PLYWOOD FASTENED TO TRUSSES <br />GARAGE DOOR TRACK EACH SIDE <br />............ SEE SECTION AA/Sl AND WITH 8d COMMON WIRE NAILS @ 4" <br />SLOPE FORWARD <br />CONNECTION ASSEMBLY ... <br />GARAGE DOOR ROLLER BB/Sl FOR ADDITIONAL O/C BOUNDARIES 6" O/C EDGES <br />FOR DRAINAGE ...... --------- "'�2x STUDS TYP. <br />........... ...... <br />GARAGEFLOOR DETAILS & 8" O/C FIELD <br />TRAVEL DIRECTION OF USP HTT16 TYP. U.N.O. SEE N/S4 <br />USP —PLYWOOD <br />GARAGE DOOR $7 HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING SPT2T� SHEATHING <br />P MASONRY <br />WALLS NOTED WITHOUT UPLIFT -RECESS S 0� 5/8"X1 0" J-BOLTS @ 24" O.C. <br />WALL BELOW <br />MOUNTING BASE DETAIL LINTEL SU PT4 USP MAX. (MIN. (2) PER BOTTOM <br />SPT4 <br />4 PLATE) <br />SCALE: N.T.S. 4 <br />ALTERNATE: <br />P.T. BOT. PLATE <br />EE PLAN FOR FOOTING P01 IRED CONCRETE BASE FOR BOTTOM OF MOUNTING B E A" 5/8" DIA. ATR EPDXIED <br />DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE I @ 24" O.C. <br />GARAGE ENTRY FINISHED MASONRY DETAIL SHED FORWARD THIS DRAWING.- WALL HEADER DETAIL I I - FRAMING DETAILS ABOVE ENTRY <br />SCALE: N.T.S. PARTIAL INTERIOR ELEVATION /8"X1011 "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. <br />SCALE: N.T.S. SCALE: N.T.S. �4 (MIN. (2) PER BOTTOM PLATE) � �4 <br />(D f <br />:7 co <br />CO <br />L/) (D <br />(3) (—/) <br />Lu <br />C) <br />U <br />LU <br />0 <br />L/711 <br />:D <br />E <br />0 <br />(n <br />co ce) <br />U0 �­ <br />.2 0 <br />CC,,,) <br />u <br />LU <br />E <br />0 <br />0 <br />M V) <br />W M <br />'r- N <br />y <br />q) <br />0 0 <br />LL 00 <br />M <br />0 aw) <br />W <br />-00 <br />CIO) I fz- <br />CL 0 <br />< CM <br />LO 0 <br />0< 0 <br />ATN-C <br />8 <br />D. <br />B-D C <br />LO <br />0 <br />......... <br />b <br />S E <br />Cj <br />Ct <br />C,�40 <br />C 'IG <br />0 <br />Z <br />CJP <br />El <br />To the best of the Engineer's knowledge, information, and <br />belief, the stru <br />within these d'awings comply with the Florida Building <br />Code 5th Edition ( 2014) Residential. 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Rx z <br />0 z < <br />0 <br />jee W <br />)_ �e LU <br />0- <br />c) <br />ILL <br />z <br />LU <br />> <br />I.— <br />0 <br />Z <br />:5 <br />z <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />5 m 11 <br />JOB NO: 16-6654 <br />SHEET NO. <br />S4 <br />