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(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 HEADER SEE PLAN FOR SIZE <br />CONNECTION <br />'---2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />j4 <br />DOUBLE 2x TOP EVENLY <br />PLATE <br />HEADER FLUSH TO OUTSIDE OPTION <br />2x BLOCKING @ EACH END W1 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />---(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATEW/(1) 10d @ 8" <br />VARIES <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />12 SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />UPLIFT CONNECTOR <br />(TY SEE ELEV. TRUSSES @ 24" O/C <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 />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16' O.C. W/ <br />USP SPT24 @ EA. STUD (3) 1 Od TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <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 />S <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"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID WIGROUT <br />1 #5 VERT. IN CONC. FILLED CELL W1 1 <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 />BLOCKING (TYP.) <br />`i­­ROOF TRUSS <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE BARRIER <br />SCALE: N.T.S. <br />"I SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />ND 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 />701.1217K <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. <br />I i,, �4 <br />SHEETS FOR INSTALLATION INFORMATION BY <br />REFER TO WINDOW PRODUCT APPROVAL <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 />wmi�! <br />ME I !l $6 <br />11 <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 4" <br />FORM CONCRETE INSET TO <br />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL - <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />G <br />S4 <br />\ <br />Uj <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 />SCALE: N.T.S. <br />TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. 4 1' <br />: 4 <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 5/8" 8" 75/8, 811 <br />v <br />Lj -SOLIDAREASARE F1 <br />STEEL AND GROUT <br />INTERIOR _j F] <br />WALL El <br />CL, DOOR OPENING DOOR OPENING <br />EXTERIOR -/1 <br />WALL <br />Fol <br />1ST 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 <br />� �4 <br />SCALE: N.T.S. <br />SOLID AREAS ARE <br />STEELAND GROUT <br />FULL 8x8x16 BLOCK <br />-DOOR OPENING -Ct <br />VERTICAL JAM <br />518"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 4 <br />4 <br />WU <br />4 <br />4 <br />1 . . .1 1 4 DOOR STOP <br />< <br />MOLDING <br />z a< <br />4 <br />2x TOP PLATE <br />2 co <br />GARAG <br />-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 />ROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12' O.C. <br />SEE A/S3 FOR <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 <br />TYPICAL GARAGE DOOR BUCK II( �K <br />SCALE: N.T.S. <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 />10d 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 />211 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' 4 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />41-91 <br />(2) <br />(3) <br />(2) <br />1 (2) <br />1 (1) USP LSTA30 <br />V-16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) USP <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 />-ROWS 12d NAILS STAGGERED <br />3 <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 />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 />EACHSIDE <br />'--2x STUDS TYP. <br />USP HTT16 TYP. U.N.O. SEE NA <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. � �4 <br />-USP SPT4 <br />SPT241 <br />USP I. <br />2X STUDS @ 24' O.C. <br />TRANSOM FRAMING <br />SEE SECTION AAISI AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />USP <br />P.T. <br />ATE <br />SEE TYPICAL WALL SECTION <br />12 <br />PRE-ENGINEERED WOOD TRUSSES @ 24- O/C <br />- 7P.'yP) 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"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 />USP HTA20 @ EA. STU�D <br />LMAIN <br />SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />T. <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />,W/ 1 <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL------ H I <br />W/ STD. 906 HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E <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 />TOP SPLICE <br />1 �,--2 ROWS 10d @ 3"O.C. (14 <br />> NAILS TOTAL) F-k SIDE OF <br />SPLICE STAGGERED <br />o <br />jL-10d @ 8' O/C <br />ATTACH ALL -j <br />EXTERIOR STUDS <br />W/ �816d 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 <br />SCALE: N.T.S. <br />�4 <br />F= 2240 LBS <br />USP <br />nC <br />USP SPT4= APTIA--i <br />rT--USP SPT4 <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />LINTEL <br />USP <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />USP_ <br />SPT22 <br />USP <br />SPT4 <br />INTO <br />TRANSOM <br />FRAMING <br />SP SPT22 <br />SPT4 I I rUSP SPT4 <br />� < A I I _1� I <br />2X8 P.T. BOTTOM PrE <br />5/8"X10" 7 BOLT @ 24" 0 C MAX <br />C-) (MIN. (2) PER BOTTOM PLKM <br />2X8 P.T. BOTTOM <br />PLAT E I <br />5/8"x10"J" BOLTS @ 24"O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SCALE: N.T.S. <br />2X TOP PLATE <br />OVERLAPPING <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 />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"XlO"J-BOLTS <br />@ 2'-0" O.C. <br />MASONRY WALL <br />C <br />SPT4 <br />1 Od NAILS @ 4" 1 Od NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />BEYOND. <br />K A <br />L PLYWOOD <br />SHEATHING <br />PLYWOOD FASTENED TO TRUSSES 10 <br />WITH 8d COMMON WIRE NAILS @ 4" o <br />O/C BOUNDARIES 6" O/C EDGES <br />o <br />& 8"O/C FIELD L 1z <br />SPT4 <br />: <br />o PLYWOOD <br />o SHEATHING <br />MASONRY-- o <br />WALL BELOW o 5/8"X1 0" 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 rR <br />SCALE: N.T.S. S4 <br />0 <br />z <br />z <br />z <br />< <br />__j <br />CL <br />z <br />C1 <br />V) (D <br />4-J <br />MLu <br />0 <br />U — <br />12 <br />U-1 <br />0 <br />E <br />(10 <br />N <br />0 cv) <br />LU <br />E <br />8 <br />0 <br />@ -8 <br />0 cc, <br />z U_ Go <br />060 <br />< 0 <br />W) <br />0 <br />MD. <br />11, C, 11, D, 0 <br />R? <br />-.11 lit <br />*I, <br />Nm <br />�\\, <e,o W <br />NN <br />co <br />el <br />, VL <br />z <br />To the best of the Engineer's knowledge, information, and <br />belief, the stru tural plans and specifications contained <br />within these drcawings 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 />C) <br />0 <br />Z " <br />0 4) N <br />M 0 <br />a <br />r1r) <br />4-J N <br />V) M Ln <br />0<_ <br />(10n 0 Ln <br />L- U_ <br />CL o--� <br />CO) <br />_1 <br />00 <br />z E <br />z <br />WUJI <br />_j CD <br />�D <br />mi <br />0 <br />CC Z <br />z u_ <br />% Ia 0 <br />z z <br />in <br />co <br />r-4 <br />W LU <br />z <br />en <br />C:) <br />W <br />V-4 <br />N <br />Ln <br />Ln <br />OR 3i <br />Z5 9 <br />0 <br />-0 <br />< <br />Z <br />0 0 <br />Q1 Ed <br />PO z <br />z HT ni <br />L_ <br />(1) <br />> <br />= <br />z <br />11.1 <br />_j <br />F_ <br />U, Lu <br />Wi <br />� <br />V) <br />ce) <br />viiii-11 <br />0 <br />z <br />LU <br />> <br />0 <br />Z <br />:5 <br />z <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />JOB NO: 17-4137 <br />SHEET NO. <br />S4 <br />