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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x612x8 WALL BEYOND I <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER I <br />SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />I� ��� <br />TONEAILS SPACED <br />DOUBLE 2xTOP V <br />EVENLY <br />PLATE <br />HEADER FLUSH TO <br />OUTSIDE OPTION <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 />VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL 1 <br />SCALE: N.T.S. S4 <br />12 SEE TYPICAL WALL SECTION <br />(TYp) SEE ELEV. 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 />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />USP SPT24 @ EA. STUD (3)10d TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 10d NAILS <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) 16d TO <br />TRUSS BELOW <br />1/2" EXTERIOR GRADE SHEATHING ---- Z <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" 0/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 CONC. FILLED CELL W/ <br />STD. 90^ 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 />ZSEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />WENT OR 2ND FLOOR <br />1/2 MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL <br />STANDARD 3" DIA. TEE <br />3/4" FURRING STRIPS <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />MIN. EXTENSION FROM <br />DRYWALL NAILS <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/4" <br />DRAIN <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. S11 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK -OUT <br />BLOCK NOTCH LINTEL WHERE REQUIRED 7 <br />W/ (1) #5 FOR CONCRETE PLACEMENT / <br />a <br />a11 <br />, <br />a <br />a a a <br />a a <br />8 STD. 90 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 CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />NOTES: <br />O 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 />O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />O3 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" FORM CONCRETE INSET TO <br />1/2"X91l2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />J <br />r W <br />r <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />2X4 (NO M.) 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 />MOUNTING BASE SHOWN <br />IN POSITION GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />/-8x8x16 C.M.U. <br />GARAGE DOOR-----__ <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 />SCALE: N.T.S. a <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />a a a 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 5/8" 8" 7 5/8" 8" <br />INTERIOR <br />WALL <br />CL <br />EXTERIOR <br />WALL <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING <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" DOORJAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT D <br />SCALE: N.T.S. S4 <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 />@ EACH END WALL <br />DOOR STOP <br />v ° <br />� <br />W Q MOLDING <br />"It z a <br />2x TOP PLATE � GARAGE <br />V <br />2-16d NAILS @ 24" O.C. OR DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING 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 EQUAL @ 12" O.C. <br />SEE A/S3 FOR STAGGERED FROM BOT. <br />REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE <br />t af _ a <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL INTERIOR NOW <br />WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 <br />sF A�Npo� <br />�N <br />2x CRIPPLES @ <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />USP SPT4 w/ (6) -� <br />10dx1Y2"@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 />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) USP LSTA30 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) 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"x10" OR <br />1� GREATER HEADER <br />1 (2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS. <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/S <br />s ** HOLD DOWN CONNECTIONS <br />Op�00,4 NOT REQUIRED @ BEARING <br />F�ViNG WALLS NOTED WITHOUT UPLIFT <br />�-P.T. BOT. PLATE <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. SAa. <br />-USP SPT4 SPT24 <br />2X STUDS @ 24" O.C. <br />A I <br />/8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />2. <br />P <br />USP SPT4 <br />G <br />(P.T. <br />-ATE <br />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />(TYP.) SEE ELEV. 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" 0/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 />--- <br />USP HTA20 @ EA. STUD <br />• <br />LMAIN <br />SPAN <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—` <br />W/ STD. 900 HOOK IN K.O. BLOCK <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/ (12)16d NAILS <br />TOP SPLICE <br />2 ROWS 10d @ 3" O.C. (14 <br />> . NAILS TOTAL) EA. SIDE OF <br />AB, SPLICE STAGGERED <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ 4 16d TOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. S4 <br />F= 2240 LBS �7 <br />USP n <br />vor or <br />SPT24 <br />Or Or 14 <br />10c <br />ST <br />Fa <br />J <br />M <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 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 />d <br />a <br />- <br />a 2X8 P.T. BOTTOM P TE\jE:I <br />USP OC <br />SPT24 <br />U£ <br />SF <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />USP <br />SPT22 <br />SP <br />/ SPT4 <br />a <br />Q ° <br />as a <br />n <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"xl0" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SCALE: N.T.S. <br />2X TOP PLATE <br />OVERLAPPING <br />I NAILS @ 6" <br />4GGERED <br />30LTS @ 24" O.C. <br />V <br />2X P.T. PLATE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />(MIN. (2) PER BOTTOM PLATE) <br />T4 <br />-10d NAILS @ 4" <br />C <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />0 <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"X10" J-BOLTS <br />@ Z-0" O.C. <br />MASONRY WALL <br />10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />° ° BEYOND. <br />LPLYWOOD <br />'LYWOOD FASTENED TO TRUSSES ° E SHEATHING <br />NITH 8d COMMON WIRE NAILS @ 4" S4 <br />D/C BOUNDARIES 6" O/C EDGES g <br />8" O/C FIELD <br />PLYWOOD <br />SHEATHING <br />MASONRY <br />p WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX, (MIN. (2) PER BOTTOM <br />T4 PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />SCALE: N.T.S. S4 <br />C9 <br />z1 a) <br />CD <br />CD <br />z <br />z <br />Q <br />J <br />a <br />Z <br />to U <br />Qw <br />Ow <br />F- <br />, <br />� <br />o <br />00 <br />�Vi <br />U <br />LU <br />y—E <br />a) Cl) <br />a: co M <br />M <br />— coy <br />0 8 0 <br />�U-co <br />co <br />U a°i <br />� e <br />U) CD <br />LO0 O V' <br />Qrn <br />1- CL <br />rnQo <br />A 1 <br />B D. <br />NCBDC <br />e9 <br />• <br />iF <br />O�' <br />thy C G'- <br />C j , <br />��J <br />LL <br />�, <br />Zap <br />t �r,E�'°.,a P.�� <br />iL Z <br />a y� y <br />W N E-awr <br />O U�+o-�Friscrf"Cj"H <br />N <br />Jptl�Q <br />El <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 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 />i <br />O <br />O <br />Z tV <br />1� <br />0Ln <br />1 M O <br />M <br />Q U-) Ln <br />N <br />Ln <br />Q Q e---, <br />ro <br />Q U Q � <br />Z § E . <br />LU o I"f0 <br />W <br />JC) <br />J <br />oZ <br />WU-o <br />WZI-44. <br />U�<V)0O <br />z}Q°za <br />=�?wz <br />ID <br />a _ U o <br />O 2 W N <br />O <br />raozp <br />W�w <br />O <br />Ln <br />Ln <br />Q <br />J <br />"o¢ <br />�J <br />W Se <br />Woowo <br />o=° <br />o <br />�W <br />z <br />W <br />No <br />aoa� <br />QCIDz <br />��JW� 6 <br />J <br />�i 6 <br />S2w>; a <br />(n <br />O <br />wWou-za <br /><<W2:o <br />Qoo <br />MO <br />J <br />J 0- Y W <br />aa�� <br />0 <br />U— <br />z <br />0 <br />z <br />J <br />a <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />5011 <br />J06 No: 17-5175 <br />SHEET NO. <br />S4 <br />