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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />t�ii <br />(2) 2x HEADER TO SIT <br />2x6 2x8 WALL BEYOND <br />_\11 <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER ////-SEE <br />PLAN FOR SIZE <br />CONNECTION <br />-----2x <br />DEAD WOOD @ MID <br />i <br />POINT w/ (3) 12d <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 />BOTTOM PLATE W1 (1) 10d @ 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 />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 W1 (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 />J <br />__j <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTH ER <br />STUD W1 (3) 1 Od NAILS <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) 16d TO <br />TRUSS BELOW <br />x <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" <br />O/C <br />EDGES & 8" O/C FIELD <br />USP SPT22 @ EA. STUD <br />2x P.T. PLATE 70 <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />/// �1 <br />8"X8"X1 6" K.O. BLOCK W1 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />S 90A <br />TD. 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 />L-ROOFTRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />1/2" MINIMUM CEMENT FINISH <br />STANDARD 3" DIA. TEE <br />THREADED 3" DIA. EXTENSION <br />SCREW OFF CAP (T DIA.) <br />FOR CLEAN -OUT <br />MIN. EXTENSION FROM <br />EXTERIOR FACE OF BLOCK <br />WALL IS 11/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/4" <br />WALL CLEAN -OUT <br />SCALE: N.T.S. <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK -OUT) <br />NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1 FOR CONCRETE PLACEMENT 7 <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 />.11 <br />� .11. / 7T. <br />STD. 91�11001< J81111 <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6-101" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTIC AL <br />SEE FDN. PLAN FOR LOCATION <br />.1 �L <br />I-T <br />LIE1 <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 6-0" 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 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL -- <br />\ _j <br />FORM CREATES CONCRETE RECESS TO <br />RECEIVE GARAGE DOOR AND TO ALLOW <br />2X4 (NOM.) <br />FOR WATER SHED. <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 />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />F <br />,'jUALt: N. I.Zj. <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTIN�GB <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING, <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/8,, 8" 7 5/8" 8" 7 5181, 8" <br />v <br />-SOLID AREAS ARE <br />STEEL AND GROUT <br />INTERIOR <br />WA <br />LL <br />F ___1 Lri.7m <br />DOOR OPENING Fm DOOR OPENING <br />I I LTIJ <br />EXTERIOR <br />WALL <br />FE <br />v <br />1ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT <br />�4SCALE: N.T.S. <br />VERTICAL JAM <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE <br />SEE TYPICAL WALL SECTION <br />12 <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />TYP.) S <br />EE ELEV. <br />�_Zff Y P UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE Tx4" 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 <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />USP HTA20 @ EA. STUD <br />LMAIN <br />SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X1 6" K.O. BLOCK W1 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL----- H I <br />W/ STD. 90* HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL (E <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />SCALE: N.T.S. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) S 4 <br />TRUSS <br />BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS*DO <br />LBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. <br />@ PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />EACH END WALL <br />4. .4 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN <br />- . . PSPN516Z wl (12) 16d NAILS SEE PLAN FOR MORE INFO <br />W . . < . DOORSTOP <br />0 4 MOLDING <br />7mm- 1, -10d NAILS <br />'14 TOP SPLICE <br />2 ROWS 10d @ 3" O.C. (14 18 <br />co NAILS TOTAL) EA. SIDE OF <br />2x TOP PLATE GARAGE <br />2-16d NAILS @ 24" O.C. OR A <br />—I/— CHORD OR BLOCKING IAII RAIKI 0-1 CRAManhAMKIT <br />2 x 6 P.T. 5/8"DIA. X 12" EPDXIED ATR <br />v // DOOR 1&'* SPLICE STAGGERED <br />EQUAL TO TRUSS BOTTOM <br />I Lj �FT <br />5 / <br />'l 0" W, (1 r% <br />'E �I� <br />r ' 'j Vv'�T <br />0 <br />LS <br />4 <br />J&P�SPN 6; 2) 16d NA <br />Top SPLIC <br />v <br />2x STUD @ 24" <br />O.C. MAX. <br />ROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE EQUAL @ 12" O.C. <br />SEE A/S3 FOR STAGGERED FROM BOT. <br />REINF. INFO. PLATE TO CONCRETE <br />W/MOUNTING ANGLE <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 />K**"J� TYPICAL GARAGE DOOR BUCK �K <br />SCALE: N.T.S. S4 SCALE: N.T.S. <br />2x CRIPPLES @ <br />16" O.C. W1 (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 />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) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) U <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"X1 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />\—INTERIOR HEADER <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 HTT1 6 TYP. U.N.O. SEE NP <br />HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIf <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. <br />-USP SPT4 SPT24] <br />2X STUDS @ 24" O.0 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />4'' <br />P.T. <br />ATE <br />USPSPT <br />1 Od @ 8" O/C <br />ATTACH ALL -j <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TO'r0P PLATE <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST BE <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />F= 2240 LBS <br />USP <br />USP SPT4� SPT24 SP SPT4 <br />2X TOP PLA7 <br />TRANSOM FRAMING )N <br />SEE SECTION AA/S1 <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />USP <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />SPT22 <br />-USP <br />SPT4 <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"X10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />INTO <br />TRANSOM <br />FRAMING <br />SP SPT22 <br />P SPT4 [UUSP SPT4 <br />4 2X8 P.T. BOTTOM P�ATE <br />5/8"x`10" "J" BOLT @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />1 Od NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />ROOFTRUSSABOVE <br />2X BLOCKING <br />---(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />0 <br />K.O. BLOCK W/(1) <br />ONT. & <br />FILLED <br />@ 2'-0" O.C. <br />MASONRY WALL <br />C <br />1 Od NAILS @ 4" <br />10d NAILS @ 6" O.C. <br />STAGGERED A <br />STAGGERED <br />TRANSOM FRAMING <br />0 <br />BEYOND. <br />L PLYWOOD <br />SHEATHING <br />PLYWOOD FASTENED TO TRUSSES 0 <br />WITH 8d COMMON WIRE NAILS @ 4" <br />O/C BOUNDARIES 6" O/C EDGES <br />& 8" O/C FIELD <br />SPT4 <br />- <br />l —PLYWOOD <br />MASONRY-- SHEATHING <br />WALL BELOW 0-1 518"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 />SCALE: N.T.S. <br />0 V <br />z <br />z <br />(D <br />LU <br />0 <br />(D-' <br />E <br />V) <br />Ln ::D <br />0 <br />m <br />m <br />00 <br />Fa r.- <br />CCY'l) <br />LU <br />E <br />0 <br />a) <br />0 M <br />Qj <br />u- co <br />-00 <br />0 <br />05 <br />0 --t <br />< a <br />CL <br />0) < C; <br />AI <br />8 D. <br />N C�B D�C <br />r Cm <br />co m <br />Mu <br />IMIZ Co Z <br />-:% to r <br />W4W 1z �-j P <br />W <br />Ll <br />%L <br />a CiL L�e <br />z <br />�m <br />, � 0 �cq Cx <br />zSO <br />70 <br />LL1 Z <br />t <br />To the best of the Engineer's k� in <br />oeci <br />belief, the structural plans and 6 <br />within these drawings c ply with the Florida Building <br />Code 5th Edition (2014)oRmesidential. Engineer's signature <br />and sea] is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C:) <br />z C�j <br />0 a) r-, <br />4 <br />1­4 <br />Ul) =) <br />> <br />1­4 <br />0 <br />(n f0 Ln <br />2: (U LA <br />31 CL 00 <br />E <br />Z fa <br />Uj <br />_j 0 <br />t.0 <br />Z <br />L <br />zu U wo <br />Uj <br />LU <br />Uz <br />U8 ,goo <br />Z>-Z<u <br />E zoma� <br />Z <br />< U �< <br />E UZ, zz <br />q <br />Su 3: <br />040 <br />00 <br />C:) <br />U LU 04 <br />o z @ <br />z <br />Uj <br />C) <br />In <br />C�4 <br />i� <br />LU < <br />ag .3:5 <br />00-%S <br />< Z U a <br />- 8 R 9 <br />0 <br />< <br />U g <br />Izn LL. <br />fu <br />Z <br />z <br />z =g'mu: g 1z <br />On 0 <br />0 <br />L_ <br />W <br />U-1 <br />_j U r <br />�51 Q6 <br />> <br />_j <br />2 8 6 <br />= <br />V) <br />T-4 <br />LU U, 0 u- z -:c <br />0� W �u 2: 0 <br />< 0 0 <br />>- <br />oo <br />f %4 <br />=):4 0� <br />0 o, U_ 0 <br />< <br />_._j <br />CL., <br />0 <br />C) <br />_j LU <br />od LZU <br />c) <br />z <br />LLJ <br />> <br />Z <br />:5 <br />z <br />0 <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />106 <br />JOB NO: 16-6650 <br />SHEET NO. <br />S4 <br />�c <br />