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12 <br />SEE ELEV. <br />,�,:(T:y 7P) <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 FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADE SEE PLAN FOR SIZE <br />CONNECTION <br />_\ <br />2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />DOUBLE 2x TOP TONEAILS SPACED <br />EVENLY <br />PLATE — <br />HEADER FLUSH TO OUTSIDE OPTION <br />2x BLOCKING @ EACH END W/ 1 Od @ <br />4" O.C. FROM EACH HEADER FACE <br />�Z/�--TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />\\_2x 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 />ri <br />SCALE: N.T.S. <br />1\., �4 <br />--SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />j L <br />r <br />TRUSS BELOW <br />PLATE W/ (2) 16d TO <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 CONIC. 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 />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 />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 />WALL IS 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 A� <br />SCALE: N.T.S. <br />SHEETS FOR INSTALLATION INFORMATION BY <br />REFER TO WINDOW PRODUCT APPROVAL <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />(SEE SCHEDULE) KNOCK -OUT — <br />DOUBLE 2X4 SPF <br />#2 BLOCK W/ (1) #5 <br />DOUBI <br />. <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 />(3) 10d TOENAILS T&B <br />Top P <br />2X S. P. <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />ILIS <br />STUDW/(3)10dNA <br />Z_ <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 />NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />1 <br />4 <br />STD. gd'HOOK—/8"- <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6-0" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELLWI (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />NOTES: <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PRCkIDE 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 <br />112"X9 1/2" PLYWOOD SOLID BASE FOR <br />SCRAP MATERIAL — <br />BLOCK WALL ABOVE. <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <br />� <br />W <br />> <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />RECEIVE GARAGE DOOR AND TO ALLOW <br />2X4 OM.) _/ <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 />GARAGE DOOR----_ <br />8x8x16 C.M.U. <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <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 />0 <br />'BOTT M 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 />2x TOP PLATE <br />2x STUD @ 24" <br />O.C. MAX. ­, <br />2x P.T. PLATE <br />SEE A/S3 FOR <br />7 5/81, 8" 7 5/8,1 8" 7 5/81, 8" <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />INTERIOR <br />WALL q F1 E <br />CL F—_ - 1 F —_1 DOOR OPENIN F� <br />G F= —77 DOOR OPENING <br />1 1 p7ju <br />LIR 11 LMJ I <br />EXTERIOR <br />WALL <br />F1 <br />FIJI <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE <br />MASONRYLAYOUT rD <br />SCALE: N.T.S. � �4 <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING —Ct <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 />TRUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. <br /><. <br />@ EACH END WALL <br />1 4 4 <br />LU 4 < DOOR STOP <br />4 MOLDING <br />= 2� < <br />:!�: 0- — <br />GARAGE <br />DOOR <br />\�2-16d NAILS @ 24" O.C. OR 2- <br />4< <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING 2 x 6 P.T. <br />If I <br />PROVIDE P.A.F. NAILS OR <br />7t <br />EQUAL @ 12" O.C. <br />F <br />STAGGERED FROM BOT. <br />DOOR TRACK <br />PLATE TO <br />REINF. NFO <br />_\ � d <br />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 <br />K**' J� TYPICAL GARAGE DOOR BUCK �K <br />SCALE: N.T.S. SCALE: N.T.S. <br />� �4 � �4 <br />19 <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 />210 x 61v 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 />V-4- <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LISP LSTA30 <br />4'- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />I <br />(1) USP LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(2) <br />1 (4) <br />1(2) <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 />\—INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) <br />BOX HEADER 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 />A. WALLS NOTED WITHOUT UPLIf <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />-USP SPT4 SPT241 <br />2X STUDS 0 24" 0 C <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />4 <br />P.T. <br />ATE <br />USP S <br />SEE TYPICAL WALL SECTION <br />12 <br />— PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />_ZZ(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />TY7P.1 <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 />O/C FIELD <br />2X4 PT STUDS @ 16"0. C. <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"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90' HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY <br />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 O.C. (14 <br />2 ROWS 10d @ 3 <br />NAILS TOTAL) EA. SIDE OF <br />4a,, SPLICE STAGGERED <br />2R <br />NA <br />SPI <br />1 Od @ 8" O/C <br />ATTACH ALL U <br />EXTERIOR ST IDS <br />1 <br />TO YbP PLATE <br />W/ (4) 6d TOENAILS <br />NOTE: BOTTOM SP <br />LIC <br />PLATE LENGTHS MUST BE <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. <br />F= 2240 LBS <br />USP <br />USP SPT4� SPT241 SP SPT4 <br />Q <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 />USP <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />USP_ <br />SPT22 <br />SID <br />PT4 <br />2X8 P.T. BOTTOM <br />PLATE <br />UU I <br />5/8"X1 0" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />INTO <br />TRANSOM <br />FRAMING <br />USP SPT22 <br />SPT4 USP SPT4 <br />1 Od NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />IN8 P T BOTTOM PrTE'�'� <br />\-5/8"X10" "J" BOLT @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />USP SPT4 <br />" <br />ROOFTRUSSABOVE <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 />@ 2'-0- O.C. <br />-MASONRYWALL <br />1 Od NAILS@ 4 <br />A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />0 0 <br />i � BEYOND. <br />LPLYWOOD <br />rEPLYWOOD FASTENED TO TRUSSES 101 SHEATHING <br />WITH 8d COMMON WIRE NAILS @ 4" <br />O/C BOUNDARIES 6" O/C EDGES <br />& 8" O/C FIELD L <br />SPT4 <br />—PLYWOOD <br />SHEATHING <br />MASONRY- - <br />WALL BELOW o1_518"X10"J-BOLTS@24"O.C. <br />0 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 />� �4 <br />LO <br />z C0 <br />0 <br />— 0 <br />z <br />z <br />< <br />U) <br />V) (D <br />4--J LU <br />0 <br />U — <br />LU <br />0 <br />E <br />0 <br />cn <br />W Ire) <br />ul <br />00 <br />(0 U <br />C14 <br />v M <br />LU <br />E <br />0 <br />CD ce) <br />c" <br />080 <br />y <br />0 <br />Rig W <br />CIO <br />= a: 00 <br />:5 C6 <br />a) <br />a) <br />-14 <br />0_, <br />0 a C:) <br />Lo 0 ,T <br />0 <br />CM <br />�t CL <br />cr) < 6 <br />0 D. <br />fo\o <br />, <br />v <br />- <br />S <br />I. <br />CC" o! <br />0. 10 <br />FvW ,-I <br />LO <br />j V <br />z <br />O'D � — <br />00. M 5=(J..,C! <br />k <br />(Ii co <br />P .jr <br />L <br />-4- <br />In <br />0,& N, <br />e co \N <br />z o, /ic�, <br />W </411malvem <br />e <br />a) <br />d 0 <br />6 R <br />DE-1 <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />t <br />Z r-j <br />0 0) N <br />V) C:) <br />> Ln M <br />0­4 C) <br />z0 N <br />< U-) (0 Lr) <br />0 Ln <br />LL e--, <br />Z Q� U ro 7­1 <br />< CL 0() <br />E <br />z § <br />z <br />C:) <br />WUj <br />i C:� <br />cz <br />50. <br />1.1� 2 <br />0 <br />z g <br />8 0, <br />0 0 0� <br />16 LZU <br />lz 5 z <br />d5 0, �j <br />� 2: <br />'CE <br />00 �2 El� <br />@ <br />0" <br />ZZ <br />U <br />z <br />> <br />_j <br />z <br />cl� <br />C: <br />H <br />V) <br />(1) <br />Ln <br />z <br />0 <br />0 <br />U) <br />— <br />< <br />9W <br />LU <br />8 <br />P R 6 <br />< <br />se <br />L"686 <br />r-4 <br />Ljj <br />C, <br />Ce Mo <br />I & � <br />< Q�l <br />�m <br />'-c <br />z <br />ig �- <br />2Q g 0- <br />z <br />Uj <br />Lr) <br />6i <br />LU ey� <br />'. -, '0 <br />- <br />8 <br />_j <br />-4 <br />2: <br />� <br />Ln -0 z <br />2!� < <br />C) <br />V_ <br />< <br />< <br />z <br />z <br />z <br />=1 0 <br />0 <br />< 0 <br />z <br />rn <br />2: <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: M3AMES <br />VERSION N <br />0' 10 <br />SHEET NO. <br />S4 <br />