Laserfiche WebLink
12 <br />:y7p) <br />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 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 />DOUBLE 2x TOP TONEAILS SPACED <br />PLATE EVENLY <br />HEADEF FLUSH TO OUTSIDE OPTION <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLC CKING <br />(2) 2; HEADER <br />PER CLAN <br />VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" <br />O.C.10 EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL 1 <br />SC %LE: N.T.S. S4 <br />SEE TYPICAL WA _L SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" 0/C <br />�7 <br />UPLIFT CONNECI OR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <br />TOP PLATE <br />2x S.P.F. STUDS (b 16" O.C. <br />SINGLE 2x CONT. TOP <br />PLATE W/ 2) 12d INTO <br />TRUSS ABOVE <br />2x CLOSU 3E WALL W/ <br />STUDS @ 16" O.C. W/ <br />(3)10d TO=NAILS T&B <br />AS REQ'D <br />2x BLOCKING C <br />POINT EVERY C <br />STUD W/ (3)10( <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 <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. 90A HOOK IN K.O. BLOCK Ir <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 />UPLIFT CONNED -OR (SEE SCHEDULE) <br />MOISTURE BARF IER <br />F <br />SCALE: N.T.S. S4 <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />VENT 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 21/4" <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. S4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK WI (1) #5 FOR CONCRETE PLACEMENT <br />a <br />a, a <br />811 STD.96HOOK 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 />IL <br />NOTES: <br />10 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 />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 />G <br />S4 <br />4"WIDTH OF OPENING VARIES 4 <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X91/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <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 />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />8x8xl6 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />j <br />I <br />GARAGE DOOR ROLLER <br />GARAGE DOOR TRACK <br />j <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />- <br />MOLNTING BASE DETAIL;°' <br />SCALE: N.T.S. <br />° <br />P <br />SCALE: N.T.S. S4 <br />E 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 />SOLID AREAS ARE ❑ <br />❑ STEEL AND GROUT ❑ ❑ <br />INTERIOR <br />WALL ❑ ❑ ❑ <br />Ct DOOR OPENING DOOR OPENING <br />EXTERIOR ❑ ❑ F111 <br />WALL ❑ ❑ ❑ <br />❑FIJI <br />❑ <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 />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -fit <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 />USS BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />LBLOCKINGW/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />EACH END <br />d <br />WALL <br />w <br />cU <br />° <br />° a <br />DOOR STOP <br />MOLDING <br />�Z 0 <br />d <br />2x TOP PLATE <br />Cn <br />V2-16d <br />GARAGE <br />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 />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />DOOR TRACK <br />REINF. INFO. <br />W/MOUNTING ANGLE <br />a <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 />TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 <br />SCALE: N.T.S. S4 <br />2x CRIPPLES @ - <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />USP SPT4 wl (6) - <br />10dx1%"@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 />I 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 />4' - 9' <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) 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"xl0" OR <br />111 GREATER HEADER <br />I <br />\—(2) 2x HEADER SEE PLAN <br />S4 <br />INTERIOR HEADER <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />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 />** HOLD DOWN CONNECTIONS <br />OpF�OR <br />NOT REQUIRED @ BEARING <br />NG <br />WALLS NOTED WITHOUT UPLIFT <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <br />-USP SPT4 SPT24 <br />2X STUDS @ 24" O.C. <br />A I <br />Y /8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION 2. <br />P <br />USP SPT4 <br />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD TRUSSES @ 24" 0/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" 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 />- - - <br />USP HTA20 @ EA. STUD <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. BLOCKMUM- <br />SCALE: N.T.S. S4 <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 />48,SPLICE STAGGERED <br />10d @ 8" O/C <br />ATTACH ALL - <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TO 7bP 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 <br />USP SPT4-]USP C <br />SPT24 SP SPT4 <br />2X TOP PLAT <br />TRANSOM FRAMING <br />C P.T. SEE SECTION AA/S1 <br />ATE AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />- OC <br />USP <br />-NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />[USP SPT22 <br />SPT4 USP SPT4 <br />OVERLAPPIN <br />•-10d NAILS @ 6" <br />STAGGERED <br />io I <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />ROOF TRUSS ABOVE <br />F 2X BLOCKING <br />° I I <br />\2X8 P.T. BOTTOM P TE C <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />(MIN. (2) PER BOTTOM PLATE) <br />Uar or 1 w <br />SPT24 <br />or or <br />' <br />UE <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 />J a^ G <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <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 />@ 2'-0" O.C. <br />MASONRY WALL <br />C <br />f4 <br />-10d NAILS @ 4" 10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />° °NTRANSOM FRAMING <br />BEYOND. <br />PLYWOOD <br />E SHEATHING <br />PLYWOOD FASTENED TO TRUSSES 10 <br />'VITH 8d COMMON WIRE NAILS @ 4" $A} <br />)/C BOUNDARIES 6" O/C EDGES g <br />18" O/C FIELD <br />PLYWOOD <br />SHEATHING <br />MASONRY <br />WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />T4 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 />z o <br />z � <br />z� <br />Q <br />V) (D <br />Q) <br />cn <br />w <br />�U <br />— <br />Ow <br />CLI <br />o <br />Imo^^ <br />vJ F <br />(� <br />OM <br />o <br />m <br />U <br />w <br />N <br />� M <br />0)M <br />C (6 co <br />_, O <br />— <br />cu "O M <br />N <br />O _ 0 <br />- 0) = a) <br />USO <br />CA <br />L Ll. M <br />0 <br />a)0 <br />Y <br />Q- o <br />Lo O v <br />Qrn <br />CL <br />rnQo <br />A 1 <br />B D.04 <br />"nc <br />i; <br />i <br />kA <br />�o;v m 49 <br />• ems- :&zk-:,` <br />v r' <br />6?- t— <br />��If�fj'F/lilEt;if<<�'��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 <br />(2014) Residential. Engineer's signature <br />and seal is only <br />for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />ON <br />Z <br />O a) � <br />1/-1 M O <br />a <br />Uri L <br />Q �LL.Ln <br />0-IN <br />�- <br />. <br />F-ia <br />c�QCO <br />Z ?> E <br />LU C:) IT <br />W J� <br />Oz <br />�R <br />W� <br />za <br />fa <br />I;a `'Q� <br />�zO08O" W w <br />�=zz <br />M g J <br />aO�n <br />OV w LL N <br />W <br />W <br />L <br />8ul <br />} o <br />(v <br />2!Hz <br />zz <br />1 <br />g <br />un3 <br />� <br />I <br />o <br />0 <br />N <br />s <br />0 <br />U <br />= <br />C <br />Q <br />a-P <br />0 M <br />O <br />1.— <br />L1.1 <br />. 8 6 <br />WOJ� <br />a a <br /># <br />fV <br />N <br />0 <br />EQ-o J <br />WW,Z< <br />Q <br />� <br />��w� <br />�fo <br />�o <br />Z <br />Z <br />LU <br />L0 <br />o <br />ff <br />Z) ce <br />J <br />W <br />O W O <br />,� <br />-I <br />Q <br />Z <br />�~o <br />W z <br />z <br />a z <br />J Q <br />0 <br />N <br />g <br />= <br /><z <br />r-f <br />1 .--I <br />I a- <br />(n <br />SCALE <br />: AS NOTED <br />DATE : <br />2/24/2014 <br />TECH: <br />MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />S4 <br />