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(TYP) SEE ELEV. <br />USP SPT24 @ EA. STUD <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />(2) 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 DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP <br />EVENLY <br />PLATE <br />2x BLOCKING @ EACH END W/ 1 Od @ <br />W4 <br />T <br />4"O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />--(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (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 />SEE TYPICAL WALL SECTION <br />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 />(3) 10d TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 1 Od NAILS <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 IN <br />EDGES & 8" O/C FIELD <br />USP SPT22 @ EA. STUD IL <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 />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 />BLOCKING (TYP.) <br />\--ROOF TRUSS <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 (3" DIA.) <br />FOR CLEAN -OUT <br />EXTERIOR FACE OF BLOCK <br />MIN. EXTENSION FROM <br />WALLIS 11/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/4" <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 />TO DRAIN <br />WALL CLEAN -OUT <br />rA <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 />BLOCK _W/ (11 NOTCH LINTEL WHERE REQUIRED <br />)#5 FOR CONCRETE PLACEMENT 7 <br />0 0. <br />- 0 4 <br />?IN <br />0 <br />me <br />HIM <br />III <br />III <br />_0 <br />IN <br />IIN <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 />Q 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 />112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL ­ <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />G <br />S4 <br />\ _j <br />_j <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <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 />GARAGE ENTRY FORM DETAIL <br />8x8x16 C.M.U. GARAGE DOOR <br />*1111-N <br />GARAGE DOOR ROLLER <br />GARAGEFLOOR CONNECTION ASSEMBLY - <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. <br />-"'POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B <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 5/81, 8" 7 5/8" 8" <br />INTERIOR <br />WALL <br />(t, <br />E <br />XTERIOR <br />WALL <br />1 <br />1ST 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 />��S4� <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING --0t <br />VERTICAL JAM <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 />BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />LOC <br />B KING W/ 2-16d TOE NAILS <br />r(TRUSS <br />NOT TRANSFER LOAD. <br />EA H END <br />C <br />WALL <br />4 <br />4 <br />DOOR STOP <br />1 <br />Uj <br />0 <br />MO DING <br />2E < <br />4 �l!! <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 @ 2 4 <br />O.C. MAX. . <br />''1 <br />ROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />SEE A/S3 FOR <br />I \ <br />STAGGERED FROM BOT. <br />DOOR TRACK—/ <br />REINF. INFO. <br />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 NOW <br />BEARING WOOD FRAME WALL � �J <br />TYPICAL GARAGE DOOR BUCK I/ �K <br />SCALE: N.T.S. <br />�4 <br />SCALE: N.T.S. <br />� �4 <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 />11-41 <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4'-91 <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) <br />USP LSTA30 <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"xl 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />1\ �4 <br />\—INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) <br />BOX HEADER <br />12d TOENAILS. <br />ONLY 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 UPLI1 <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL <br />SCALE: N.T.S. � �4 <br />USP SPT4 SPT24 <br />2X STUDS @ 24" O.C. <br />0, <br />��81"X C' <br />_ �4!0 J." M11OLT <br />0. AX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION X-2X P.T. <br />PLATE <br />SPT4 <br />SEE TYPICAL WALL SECTION <br />12 <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />(TYP.) SEE ELEV. <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />�Y <br />-Z(T <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 <br />LOCKING <br />O/C FIELD <br />2X4 PT STUDS @ 16- O.C. <br />NB <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />USP HTA20 @ EA. STUD <br />L <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —/U(SEE <br />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 />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />SCALE: N.T.S. <br />PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z W/ (12) 16d NAILS <br />TOP SPLICE <br />2 ROWS 1 Od @ 3" O.C. (14 <br />NAILS TOTAL) EA. SIDE OF <br />%9 SPLICE STAGGERED <br />'14, <br />1 Od @ 8" O/C <br />ATTACH ALL -j <br />EXTERIOR STUDS <br />W/ 14116d TOENAILS <br />TO Y60 PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC) <br />OVERSTUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />L11--1 <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. <br />S4 <br />F= 2240 LBS <br />USP <br />USP SPT4� SPT241 SP SPT4 <br />2X TOP PLATE <br />OVERLAPPING <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />/-RECESS <br />LINTEL <br />C <br />USP <br />USP S PT4� <br />SPT241 <br />1 <br />\-NAILED INTO <br />TRANSOM <br />FRAMING <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />4 <br />USP <br />SPT22 <br />SID <br />//-USPT4 <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />� I [USP SPT22 <br />SPT4 <br />USP SPT4 <br />1 Od NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />2X8 P.T. BOTTOM P TE <br />\-5/8"x10­J" BOLT @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) C <br />--USP SPT4 <br />1 <br />NAI <br />S <br />1' T <br />ROOFTRUSSABOVE <br />F 2X BLOCKING <br />---(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />BLOCK W/(1) <br />#5 CONT. & <br />VK.O. <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2-4- O.C. <br />MASONRY WALL <br />@ <br />10d NAILS @ 6"O.C. <br />STAGGERED <br />0 0 TRANSOM FRAMING <br />N BEYOND. <br />Kit - <br />L PLYWOOD <br />r <br />PLYWOOD FASTENED TO TRUSSES 0 rE SHEATHING <br />WITH 8d COMMON WIRE NAILS @ 4- <br />O/C BOUNDARIES 6" O/C EDGES KE7 1 <br />& 8" O/C FIELD <br />SPT4 <br />2X8 P.T. BOTTOM <br />PLATE <br />I <br />0- "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <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 />K"R <br />SCALE: N.T.S. <br />Z co <br />z <br />z <br />— <br />z <br />C1 <br />V) 0 <br />(1)Cn <br />4--J U_j <br />0)(10 <br />0 <br />U — <br />0 U-1 <br />-a)- Of <br />1, E <br />0 <br />21, <br />00 <br />@ P, <br />mv LU <br />E <br />8 <br />aim <br />04 <br />C M cn <br />02, <br />0 <br />r- U_ <br />0 2 <br />CL <br />0 <br />< M <br />Lo <br />01 0 <br />8D , <br />C' 11-D-1 <br />!t",4 <br />0 t/1 <br />iw, <br />, <br />- <br />vt6,�q <br />-,qp <br />V10 <br />S E <br />240" <br />Z. - C-4 z <br />aj <br />Me, <br />go,`... a <br />U <br />U-*. U <br />M <br />FL <br />I . ......... <br />z <br />ULM <br />J <br />ESSIQ <br />\N <br />__j N <br />r8 1111mill <br />00 <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 Sth 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 />z C14 <br />0 a) N <br />:Lj C:) <br />co� <br />m In <br />a) Ln <br />U_ 0--% <br />� <br />fu <br />cl� U CL OC) <br />< <br />z E <br />z <br />WLU <br />_j C) <br />10 <br />01 1 <br />-0: <br />2! 6 <br />> <br />Ln <br />z <br />Ln <br />Q <br />1 <br />X <br />0 <br />'0 <br />- <br />.2 <br />C*.4 <br />Ul <br />z: <br />I <br />U) <br />I'm <br />A - P <br />, <br />M <br />tW <br />z <br />N <br />Ui <br />Z <br />LU <br />T-4 <br />Ln <br />2: <br />< <br />Z <br />LU <br />< <br />z <br />i� <br />00 <br />ro <br />kD <br />co <br />0 <br />Ln <br />I <br />z <br />z <br />V-4 ICL <br />I Ln <br />_L <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MIAMES <br />VERSION NO. <br />10 <br />SHEET NO. <br />S4 <br />r <br />