Laserfiche WebLink
_ rn <br />i <br />w <br />I <br />r- <br />0 <br />i <br />_ <br />m <br />CD <br />0 <br />N <br />CD <br />v <br />v <br />cn� <br />0 <br />Q <br />J <br />0 <br />0 <br />I <br />i <br />N <br />0 <br />i <br />v <br />cn <br />-L <br />a <br />0 <br />i <br />a <br />d <br />E <br />0 <br />_ <br />`v <br />J <br />a. <br />0 <br />6 <br />J <br />7 <br />0 <br />LO <br />o <br />0 <br />0 <br />N <br />0 <br />L0 <br />0 <br />» d <br />0 <br />z <br />Ir <br />w <br />m <br />0 <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND <br />FLUSH TO THE OUTSIDE <br />STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) <br />2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />POINT w/ (3) 12d <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EXTERIOR FACE OF BLOCK <br />EVENLY <br />„ <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 />PLATE WALL IS 1 1/2 MAXIMUM INTERIOR <br />11 <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL <br />FACE OF BLOCK WALL IS 2 1/4" <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 />2x BOTTOM PLATE W/ (1)10d @ 8" <br />VARIES <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 <br />SEE TYPICAL WALL SECTION <br />(TYpj SEE ELEV. <br />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 />SIMPSON SP2 w/ (12) 10d <br />(3) 10d TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />++ <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 />.� <br />1/2" EXTERIOR GRADE SHEATHING — '7: r__ <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />SIMPSON SP1 w/ (10) 10d <br />NAILS AT EACH 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 <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 />PROOF 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 />CL <br />TO DRAIN <br />EXTERIOR <br />WALL CLEAN —OUT WALL <br />A <br />SCALE: N.T.S. 54 <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />12 <br />(TYP.) <br />TYP') SEE ELEV. <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM <br />C. 926 APPLY 3 LAYERS W/ <br />TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER <br />1/8" THICK OVER WATER <br />RESISTIVE BARRIER <br />I I—, I FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d <br />Ij NAILS AT EACH STUD <br />—DOOR OPENING DOOR OPENING —CU 1/2" EXTERIOR GRADE SHEATHING CRICKET AS <br />FASTENED TO TRUSSES WITH 8d REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) <br />❑ O/C FIELD <br />❑ 2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS - - - <br />1ST COURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />COURSE BELOW. EVERY THIRD (3RD) COURSE 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. SAa <br />SIMPSON HETA20 w/ (8)10dxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENTLMANUFACTURER. <br />IN KO BLOCK AT EA. STUD <br />MOISTURE BARRIER <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED W/ GROUT <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MAIN SPAN <br />TRUSS <br />UPLOIFTCONNECTOR <br />(SEE SCHEDULE) <br />TYPICAL SECTION THRU WINDOW B <br />S4 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J <br />° aQ <br />a <br />8" STD. WHOOK 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 />IF <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 />Q3 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 />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />J <br />Q <br />w <br />> <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 GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE SCALE: N.T.S. <br />IN <br />�8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET <br />-18 <br />GARAGE DOOR ROLLER ° GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />.( GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL ° <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 />N <br />2x CRIPPLES @ —� <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />10d x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />10d NAILS @ 8" —� <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-314", 71 ", AND 96-3/8" ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />DOOR STOP PSPN516Z w/ (12) 16d NAILS <br />31 /MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 <br />2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF <br />DOOR s�8-,SPLICE STAGGERED <br />J-BOLT <br />TRACK <br />BRACKET <br />--w. I 1 I \!" I <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 <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 />ISTUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'- 4' <br />1 (1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' -16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) 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 />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />54 (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER . EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 10d x 1 1/2" EACH <br />SIDE <br />' 2x STUDS TYP. <br />O� SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />FN�NG ** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. S4 <br />_ SIMPSON SIMPSON <br />SP4 SP2 <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 />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />k <br />// <br />r41V <br />r10d@8"O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ 4b16d 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 rM <br />SCALE: N.T.S. <br />F= 2240 LBS <br />SIMPSON C <br />SIMPSON SP4 SP2 <br />lu <br />\-NAILED <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />C P.T. <br />SEE SECTION J/SS <br />ATE <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />SIMPSON <br />SIMPSC <br />SP4 <br />SP4 <br />LINTEL <br />/ <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <br />/ SP4 <br />TRUSS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />'BLOCKING <br />@ EACH END <br />—7 w <br />U <br />d- z a <br />2x TOP PLATE <br />— U' <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />PROVIDE 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 />REINF. INFO. <br />TYPICAL INTERIOR NON — <br />BEARING WOOD FRAME WALL <br />SCALE: N.T.S. S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />i (4565# SPF) <br />i (5645# SPF) <br />i (6970# SPF) <br />)S (9335# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />t&NUT <br />'OXIED A.T.R. <br />t&NUT <br />OXIED A.T.R. <br />I&NUT <br />SIMPSON SP4 <br />�_OVERLAPPING <br />2X TOP PLATE <br />—10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />2X8 P.T. BOTTOM P ATE�j <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. (B) <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />ROOF TRUSS ABOVE <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"X10" J-BOLTS <br />@ 2'-0" O.C. <br />C <br />MASONRY WALL <br />10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />BEYOND. <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING <br />& 8" O/C FIELD <br />S4 <br />B <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12) 1Od NAILS MASONRY - <br />MAX. J-BOLTS @ 24" O.C. <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW <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 �R� <br />REV. 06.24.22 <br />SCALE: N.T.S. <br />0 <br />CV <br />�— <br />d <br />� W <br />I; g <br />.-omx <br />N — N L <br />N C {p <br />� d <br />a-� C <br />as <br />E <br />is <br />i <br />a, �v O <br />d <br />a <br />t1 ` <br />`W <br />` <br />L O •e <br />S 3101!y <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />As Amok <br />r <br />fill. <br />MEE <br />O U <br />N 0 'Sf o <br />a)r <br />eo N r <br />d: <br />U) N xk LL <br />3i Q <br />� J Z LL W <br />(l. <br />c mo <br />0.- <br />1 W <br />N N � 0 <br />2" m <br />Cox z <br />YeaIL <br />r0 w <br />oo N p Q J <br />� � Z J <br />y Z <br />N <br />O0 U 0 <br />W <br />❑ ❑ <br />z N M <br />o g <br />z N <br />z o � <br />� <br />Q <br />J <br />M <br />a <br />C3 <br />v <br />CD- <br />0 <br />W a <br />W <br />c <br />LL <br />8 <br />i11 <br />= ' <br />N <br />Oo <br />0 <br />ti <br />o <br />w <br />M <br />J <br />¢ <br />� <br />Z <br />� <br />w <br />Q 0 <br />o <br />o� <br />>� <br />E U <br />wz <br />Q <br />oa <br />N <br />I— r6 <br />— <br />a8o <br />28 <br />- <br />u�o <br />U <br />E <br />co <br />L <br />Q c <br />z <br />W <br />mo <br />m <br />oo <br />az <br />o� <br />�z <br />ao <br />C/� <br />> <br />m <br />op <br />aQ <br />az <br />�W <br />=K <br />po <br />3 <br />w¢ <br />_o <br />;o <br />o <br />E2 <br />>M <br />O <br />co <br />co <br />0 <br />O <br />Q <br />U) <br />N <br />� <br />O <br />� M <br />O <br />LO <br />N <br />Q <br />M <br />r <br />CDo <br />o <br />� <br />Z <br />cc <br />E Q <br />m <br />ca <br />a <br />U _j <br />Q p <br />JOB <br />NO: <br />23-06103 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S4 <br />I , ,,-ITT 1�t -- - II ------- F_ I iT"T7.1 il- .fin--.-f ., +. �,.,u <br />