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(2) <br />2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />CONNECTION <br />-----2x <br />DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />___j_ <br />TONEAILS SPACED <br />DOUBLE 2x TOP <br />EVENLY <br />PLATE <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 />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />VARIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />12 <br />TYPICAL WALL SECTION <br />(TY SEE ELEV. <br />----.,-SEE <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 />TRUSSABOVE <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 />- 1. -I! STUD W1 (3) 10d NP 'ILS <br />S <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 />/ir <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />90A <br />STD. HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />KIS4 <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 />BLOCKING (TYP.) <br />TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />ZSEEPLAN FOR FOO <br />TING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />1/2" MINIMUM CEMENT FINISH <br />STANDARD 3" DIA. TEE <br />THREADED 3" DIA. EXTENSION <br />SCREW OFF CAP (3" DIA.) <br />FOR CLEAN -OUT <br />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <br />1/2" GYPSUM BOARD <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN -OUT <br />(*A <br />SCALE: N.T.S. <br />� �4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK-OUT--- <br />5 NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1 <br />FOR CONCRETE PLACEMENT <br />. . <br />�, !v <br />STD. 9CHOOK <br />8" 8 <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN V-0" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTI CAL <br />SEE FDN. PLAN FOR LOCATION <br />11 <br />-------- <br />:71E <br />- <br />t, <br />NOTES: <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />OPENINGS LESS THAN OR EQUAL TO V-0- IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />WIDTH OF OPENING VARIES 411 <br />/—FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL --- <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />G <br />S4 <br />\ _j <br />Uj <br />N\ <br />> <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />FOR WATER SHED. <br />RECEIVE GARAGE DOOR AND TO ALLOW <br />2X4 (NOM.) J <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />GARAGE ENTRY FORM DETAIL <br />8x8x16 C.M.U. <br />N§111' <br />GARAGE DOOR------_ <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />Y <br />GARAGEFLOOR <br />.......... ....... <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\ GARAGE DOOR TRACK <br />'BOTTOM OF MOUNTING B <br />POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/8,, 8" 7 5/8" 8" 7 5/8,, 8" <br />-SOLIDAREASARE <br />STEEL AND GROUT <br />11 11 <br />INTERIOR - <br />WALL F1 <br />�_�] <br />GL DOOR OPENING DOOR OPENING <br />EXTERIOR <br />WALL <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11 " DOOR JAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT D� <br />SCALE: N.T.S. <br />VERTICAL JAM <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING --Ct <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />RUSS BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />EBLOCKING W/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />@ EACH END <br />WALL <br />4 <br />4 < DOORSTOP <br />4 <br />W <br />4 MOLDING <br />4 <br />2x TOP PLATE <br />GARAGE <br />2-16d NAILS @ 24" O.C. OR <br />DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2 x 6 P.T.. <br />2x STUD @ 24" <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE—-, <br />EQUAL@ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE AIS3 FO R <br />PLATE TO CONCRETE <br />DOOR TRACK <br />REINF. INFO. <br />W/MOUNTING ANGLE <br />4 <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL INTERIOR NON- <br />BEARING WOOD FRAME WALL <br />J� <br />TYPICAL GARAGE DOOR BUCK �K <br />S <br />SCALE: N.T. . <br />SCALE: N.T.S. <br />2x CRIPPLES @ <br />16' O.C. W/ (2) 12d <br />TOENAILS T/B <br />USP SPT4 W/ (6) <br />1 Od X 1 Y2" @ 24" <br />O.C. <br />10d NAILS @ 8"— <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <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 />V-4- <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4'- 9- <br />1 (2) <br />(3) <br />1 (2) <br />1 (2) <br />(1) USP LSTA301 <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) USP LSTA301 <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"A 0" OR <br />GREATER HEADER <br />( 1 � \—(2) 2X HEADER SEE PLAN <br />�S4 <br />\—INTERIOR HEADER <br />%%-..00 <br />(1) 2x SILL PLATE W/ (2) <br />BOX HEADER <br />12d TOENAILS. <br />ONLY <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />'-2X STUDS TYP. <br />/,--USP HTT16 TYP. U.N.O. SEE N/, <br />HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIF <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL <br />rQ <br />SCALE: N.T.S. <br />-USP SPT4 SPT24] <br />lisp <br />2X STUDS @ 24" O.C. <br />A <br />A <br />1 V <br />L5!,,8 x10" "J" BOLT <br />2 4'� 20. PC� M A X. <br />MIN P R <br />BOTZIM PLATE <br />ECTION <br />/-21 <br />\-USP S�T4 <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />4' <br />' , P.T. <br />ATE <br />USP SPT <br />SEE TYPICAL WALL SECTION <br />12 <br />(TYP) SEE ELEV. <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 <br />LAYERS 3/8" THICK EACH. 3RD LAYER <br />1/8" THICK. <br />-CRICKET AS REQUIRED <br />USP SPT24 @ EA. STUD <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" <br />BLOCKING C <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />I <br />�5 <br />USP HTA20 @ EA. STUD " " <br />""It <br />�� <br />- I - <br />LMAIN <br />SPAN <br />- <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16"K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL-` H I <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />_.MT]n_ <br />— v <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z W/ 0 2) 16d NAILS <br />OP SPLICE <br />2 ROWS 1 Od @ 3" O.C. (14 <br />NAILS TOTAL) EA. SIDE OF <br />4,9, SPLICE STAGGERED <br />T <br />2R <br />NA <br />% SPI <br />9*4 <br />1 Od @ 8" O/C <br />ATTACH ALL -j <br />EXTERIOR STUDS <br />W1 Y816d TOENAILS <br />TO P PLATE <br />NOTE: PLIC <br />PLATE LENGTHS MUST BE BOTTOM S <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. <br />F= 2240 LBS � �4 <br />USP <br />Uor or 1 <br />SPT241 <br />[7or or if <br />SP SPT22 <br />7. <br />* : <br />'x <br />10( <br />ST <br />CD <br />RAN F NG <br />RAM <br />TRANSOM FRAMING <br />S 0 /Sl <br />SEE SECTION AA/Sl <br />B/ <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />DITIO L T ILS <br />RECESS <br />LINTEL <br />\-NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SPSP <br />. <br />2X8 P.T. BOTTOM P TE <br />I r <br />USP <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />USP_ <br />SPT22 <br />SP <br />SPT4 <br />2X8 P.T. BOTTOM <br />PLATE <br />I <br />I <br />UU <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />\-5/8"xl 0" "J" BOLT @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SPT4 <br />" <br />SCALE: N.T.S. <br />2X TOP PLATE <br />OVERLAPPING <br />1 NAILS @ 6" <br />NGGERED <br />�OLTS @ 24" O.C. <br />kX <br />2X P.T. PLATE <br />C <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X1 0" J-BOLTS <br />- <br />MASONRY WALL <br />1 Od NAILS @ 4 <br />NAILS @ 6" O.C. <br />10d <br />STAGGERED A <br />STAGGERED <br />TRANSOM FRAMING <br />BEYOND. <br />PLYWOOD <br />SHEATHING <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" <br />O/C BOUNDARIES 6" O/C EDGES <br />& 8" O/C FIELD L <br />USP <br />SPT4 <br />:—PLYWOOD <br />SHEATHING <br />MASONRY -- <br />WALL BELOW o_�-5/8"X10"J-BOLTS@24"O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY <br />_ ____jt/R <br />SCALE: N.T.S. <br />(D <br />z 0 <br />z <br />< <br />V) CD <br />Q) <br />LU <br />UJI <br />0 <br />-a)- Lh <br />L/) <br />E <br />0 <br />W <br />0 C0 <br />�2 0 <br />fn l'- <br />cli <br />C) <br />LU <br />E <br />8 <br />0 co <br />cc M <br />0 'r— 04 <br />amp <br />U_ 00 <br />.00 <br />0 <br />< 0 <br />co CL <br />0 <br />U) CL <br />< 6 <br />A <br />8 D. <br />N-G-B-D-C <br />­' ' <br />%11111 <br />01 <br />cc <br />42 C141 <br />W,a. _ <br />Cox <br />z Ll <br />16 00 <br />.3 0, <br />4. <br />a- <br />z 01,pp. <br />in ivt < <br />co <br />C-4 ft 9 F L <br />km4(/ <br />. .. .... <br />To the bes o <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 />C:) <br />CD <br />z r*4 <br />0 <br />I-q :!Lj C:) <br />ko CD <br />> CD <br />N <br />M Ln <br />tn <br />kn <br />(V Ln <br />L_ LL <br />z <br />M j <br />0-00 <br />E <br />z <br />C:) <br />WLu <br />_j C:) <br />ko <br />mi <br />z <br />U u_ <br />zi <br />uj z z a- <br />LU x <br />U 8 �N, 0 0 <br />z >_ 4 U <br />l­- zz <br />uz, <br />0 z <br />�2 5 wo W_� <br />US 3: 80 <br />0 C14 <br />C) <br />a. 0 z @ <br />z <br />Uj <br />C:) <br />Ln <br />C14 <br />Ln <br />:1 <br />LU g� 0 < <br />3: <br />g <br />0 <br />cee---s <br />< <br />< <br />ZO C2 <br />_j <br />ET 2 <br />Z <br />z <br />0. <br />5 LFL <br />z J �Z- <br />w cyr� 0 <br />LOU <br />(V <br />> <br />LU <br />_j <br />r <br />�->J82 <br />T..j <br />0 Z!�! <br />< 20: CO3 <br />0 RE: <br />(n L <br />6z� <br />-J& <br />0 <br />C:) <br />_j <br />< 0- <br />c:) <br />(%4 <br />LL <br />z <br />Uj <br />> <br />0 <br />Z <br />z <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FLORES <br />VERSION NO. <br />106 <br />JOB NO: 17-4138 <br />SHEET NO. <br />S4 <br />Z� <br />11LA N I al i lk�hd, uh1T&NUffFi_DF3kFLWPL i'dAM161,9416 M L 1 11 1 1 1 1 _l_F __ T_T__ I I _F_1.___ 11F_ <br />