Laserfiche WebLink
(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 />WALL IS 1 1/2" MAXIMUM <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 <br />INTERIOR <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 O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />12 TYPICAL WALL SECTION <br />-,,,--SEE <br />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 />TRUSSABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />SIMPSON SP2 W/ (12) 1 Od (3) 10d TOENAILS T&B <br />NAILS AT EACH STUD AS REQ'D <br />_2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 1 Od NAI LS�,� <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <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 />SIMPSON SP1 W/ (10) 1 Od <br />EDGES & 8" O/C FIELD <br />NAILS AT EACH STUD <br />2x P.T. PLATE z: <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 />K/S4 <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPEFORWARD <br />FOR DRAINAGE <br />BLOCKING (TYP.) <br />\—ROOFTRUSS <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 />CL <br />TO DRAIN <br />EXTERIOR <br />WALL <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. <br />� �4 <br />1ST COURSE 2ND COURSE 3RD COURSE <br />REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />I <br />TYPICAL SECTION THRU WINDOW <br />MASONRYLAYOUT K�D <br />SCALE: N.T.S. <br />"4,) � �4 <br />7 5/81, 8" 7 5/8" 8" 7 5/81, 8" <br />KNOCK -OUT <br />NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 <br />FOR CONCRETE PLACEMENT <br />MEN <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 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 />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2"PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL--\ <br />UJ <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 <br />GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />8x8x16 C.M.U. <br />GARAGE DOOR —TRACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />4 <br />4 <br />SCALE: N.T.S. <br />POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B E <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 />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W/ (6) <br />1 Od x 11/2" AT EA <br />STUD (USE SPIS FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />1 Od NAILS @ 8" <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) (� <br />SOLID AREAS ARE <br />STEELAND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING <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 />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />W/MOU TING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK I( �K <br />SCALE: N.T.S. <br />�4 <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 />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'- 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4'- 9f <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 />-ROWS 12d NAILS STAGGERED <br />3 <br />@ 12" O/C FOR 2"xl 0" OR <br />GREATER HEADER <br />\--(2) 2x HEADER SEE PLAN <br />a INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />a EXTERIOR HEADERS: <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />a OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 1 Od x 11/2" EACH <br />41 <br />SIDE <br />2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE <br />BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />�4 <br />GE <br />SIMPSON SIMPSON <br />SP2 <br />SP4 <br />2X STUDS @ 24- O.C. <br />5/8"x10""J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD <br />TRUSSES @ 24- O/C <br />(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE <br />I 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 BARRIEZ," <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />RUSS BOTTOM CHORD OR 2x4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />FBLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING <br />/ Uj <br />O/C FIELD <br />2x TOP PLATE-// <br />\f2-16d <br />2X4 FIT STUDS @ 16" O.C. <br />NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP <br />EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8) 10dxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />EB <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />'ENT <br />L <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />JUL <br />MAIN SPAN <br />2x P.T. PLATE EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOFTRUSS <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR, <br />UPLIFT CONNECTOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />4T <br />8"X8"Xl 6" K. 0. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONIC. FILLED CELL-` <br />W/ STD. 90o HOOK IN K.O. BLOCK <br />- <br />ALT. KNEEWALL ABOVE MASONRY 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 2 ROWS 1 Od @ 3- O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />SPLICE STAGGERED <br />��ICE �A <br />SP <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ Y�l 6d TOENAILS <br />TO P PLATE <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST 13E <br />AT LEAST 4'-0" LONG. TYPICAL OVERSTUD <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 <br />SP2 <br />ki <br />INTO <br />TRANSOM <br />TRANSOM FRAMING FRAMING <br />2X P.T. SEE SECTION AA/Sl <br />PLATE AND BB/Sl FOR <br />f)) N,� <br />ADDITIONAL DETAILS <br />SIMPSON <br />RECESS <br />I r\VSP4 <br />LINTEL <br />SIMPSON <br />Spi <br />SIMPSC <br />SP4 <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL/"'i <br />SIMPSON SP4 <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 />SCALE: N.T.S. <br />1\ �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />(4565# SPF) <br />(5645# SPF) <br />(6970# SPF) <br />IS (9335# SPF) <br />N. 8' <br />PDXIED A.T.R. <br />t & NUT <br />'OXIEDA.T.R. <br />t & NUT <br />DXIED A.T.R. <br />t & NUT <br />1 <br />I <br />4 <br />2X8 P.T. BOTTOM PrTE <br />\-5/8"x10­J" BOLT@ 24" C.MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON SIMPSON SIMPSON C <br />SP4 SP2 <br />SP4 <br />" <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />SP4 <br />SIMPSON <br />SP4 <br />4 <br />I2X8 P.T. BOTTOM <br />PLAT I E <br />0- "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 />-MASCINRY WALL <br />10d NAILS@ 4 <br />10d NAILS @ 6" O.C. <br />STAGGERED A <br />STAGGERED <br />TRANSOM FRAMING <br />0 <br />BEYOND. <br />- - - - - - <br />-PLYWOOD FASTENED TO TRUSSES <br />L PLYWOOD <br />WITH 8d COMMON WIRE NAILS @ 4" <br />O/C BOUNDARIES 6" O/C EDGES <br />& 8" O/C FIELD 0 rE SHEATHING <br />I <br />1 <br />��o <br />9 SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SPIS FOR 2X6 WALL, USE :—PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- <br />SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW o_�-5/8"X10"J-13OLTS@24"O.C. <br />o 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 />SCALE: N.T.S. <br />S4 <br />(c_ <br />----? <br />C14 <br />C> <br />C14 <br />co <br />E <br />j4 <br />%0 <br />7075 <br />1E <br />OF <br />r C <br />\ 4% <br />0 Fk <br />46' <br />J* C, <br />'S <br />'141111 141,106 <br />I <br />To the best of the Engineer's knowledge, information and bell ef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Enginear's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />Go <br />r- <br />C6, F fR _j <br />_j <br />0 <br />-5 U. <br />0, <br />0 '9 u!j W <br />U-j CL <br />gs-! I 'L - �e - <br />_j <br />M u- u- <br />j <br />0 <br />M 0 l- <br />'r, 0 LL - <br />W <br />M _j <br />2 ;; < 2 <br />. . <br />C14 Z <br />Ln 0 0 <br />C14 < = <br />z <br />W <br />00 0 _j 8 <br />I <br />CD <br />2! <br />U) <br />- <br />Ln <br />Q) <br />27 <br />U <br />uj <br />a <br />U <br />0 <br />Lu <br />Ln <br />W <br />GF <br />Q <br />Lu 2 <br />U <br />of <br />__j <br />g E <br />4 <br />_ 0 <br />E U <br />E <br />I 1 <br />01 <br />zp, <br />18 <br />C: <br />gj <br />�o <br />IN � <br />> <br />.1 <br />W <br />1 F <br />j <br />CID <br />5 <br />� <br />.2 CD <br />1: <br />> L0 <br />0 <br />(0 <br />cc <br />0 <br />(D <br />C <br />LO <br />M <br />_j <br />_Ile <br />(D <br />a) <br />CD <br />.2 <br />C co <br />" <br />0 <br />0) <br />+1 <br />W <br />a) <br />qqr <br />cr) <br />0) <br />T Lo <br />LO 0 <br />0 Q <br />oo <br />LO <br />T_ <br />a) <br />E <br />4� <br />CV) <br />0 <br />M <br />z <br />C <br />E <br />u) <br />2 <br />'0 <br />C <br />M <br />_j <br />- <br />'D M <br />< 0 1 <br />C <br />(D <br />_j <br />JOB <br />NO <br />21-4274 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S4 <br />I I <br />