Laserfiche WebLink
jr I IF, I I".. l� 11 11, 1 '1 1 "1' -1 1 1 <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 FLUSH TO THE OUTSIDE STANDARD 3" DIA, TEE <br />SEE PLAN FOR HEADER //",-SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION <br />CONNECTION SCREW OFF CAP <br />3" DIA <br />DOUBLE 2x TOP <br />PLATE <br />v <br />( <br />.) <br />FOR CLEAN -OUT <br />2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />MIN. EXTENSION FROM <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 />INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION WALL <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/4" <br />CL_ <br />TO DRAIN <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE EXTERIOR <br />WALL <br />TO BLOCKING WALL CLEAN -OUT <br />_�(2) 2x HEADER rA <br />PER PLAN SCALE: N.T.S. <br />2x BOTTOM PLATEW/(1) 10d @8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL ri <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 />TRUSS ABOVE <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 />POINTEVERYOTHER <br />STUD W/ (3) 1 Od NAI S <br />L' <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" OIC <br />SIMPSON SP1 W/ (10) 10d <br />EDGES & 8" OIC FIELD <br />va F <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />W/ 8" EMBEDMENT <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W1 <br />90A <br />STD. 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 />GENERALNOTIES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />BLOCKI G (TYP.) <br />�--ROOF 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 />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WIND <br />KNOCK -OUT <br />BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />STD. 9d'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 />- - <br />In <br />I <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 112" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP M ATERIAL­-� <br />I/ _j <br />LU <br />> <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />2X4 OM.) 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 />a <br />GARAGE DOOR T <br />...... 7, RACK 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 />SCALE: N.T.S. <br />4 <br />POURED CONCRETE BASE FOR 1BOTTOM OF MOI INTING R E <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGEFLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T,S. <br />7 5/81, 8" 7 5/81' 8" 7 5/8" 8" <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING --(t <br />1STCOURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT rD <br />SCALE: N.T,S. <br />0 <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W/ (6) <br />1 Od x 1 1/2" AT EA <br />STUD (USE SP6 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 />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 />2x6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />FOP <br />iARAGE <br />oOOR <br />WIMOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVA <br />L SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK �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 />I <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />I <br />1'- 4' <br />(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 />SrQ I�E �8 JN� <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"xl 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />EXTERIOR HEADERS: <br />ONLY <br />(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) 1 Od x 1 1/2" EACH <br />SIDE <br />Z�o <br />11 <br />"�2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />P.T. BOT. PLATE <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. � �4 <br />41 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />'Lavon <br />TRANSOM FRAMING <br />SEE SECTION AAISI AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />12 <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__-_,-_"0-_--_1 <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 />FB'LOCKING 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 />BL CKING <br />Lu <br />O/C FIELD <br />.0 <br />2x TOP PLAT E-/ <br />W <br />V2-16d <br />2X4 PT 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 />alit <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8) 1 Odxl 112 <br />NAILS AT EA. TRUSS VERTICAL WEB <br />71 <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBE DM E N T <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />: <br />- <br />7 <br />MAIN SPAN <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />MOISTURE BARRIER <br />ROOFTRUSS <br />SEE A/S3 FOR <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />REINF. INFO. <br />PLATE TO CONCRETE <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />1 #5 VERT. IN CONC. FILLED CELL-` -i 1 <br />W/ STD. 90' HOOK IN K.O. BLOCK <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 />4,9,, SPLICE STAGGERED <br />4 r' <br />��6CE NA <br />SP <br />10d @ 8" O/C <br />ATTACH ALL f <br />EXTERIOR STUDS <br />W/ Y�l 6d TOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />Ov <br />AT LEAST 4'-0" LONG. TYPICAL ER STUD <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />�4 <br />F= 2240 LBS <br />SIMPSON <br />rc <br />P.T. <br />ATE <br />SP2 <br />\-r/ <br />SIMPSON <br />X <br />1 O <br />ST <br />J-1 <br />M� <br />TRANSOM FRAMING <br />TRANSOM FRAMING <br />SEE SECTION AA/Sj <br />SEE SECTION AA/S1 <br />AND BBIS1 FOR <br />AND BBIS1 FOR <br />ADDITIONAL DETAILS <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />\-NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />1 <br />SIMPSON <br />Spi <br />SIMPSON <br />SP4 <br />IN, <br />2X8 P.T. BOT TOM Pr TE <br />SIMPSON SIMPSON <br />SP4 SP2 1 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />SIMPSON SP4 <br />SP4 <br />\-518"X`10" "S' BOLT @ 24" 0,C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />" <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL//"' j <br />SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />�GGERED <br />30LTS @ 24" O.C. <br />kX <br />2X P.T. PLATE <br />SCALE: N.T.S. <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />(4565# SPF) <br />(5645# SPF) <br />(6970# SPF) <br />)S (9335# SPF) <br />N. 8" <br />PDXIEDA.T.R. <br />& NUT <br />'OXIED A.T.R. <br />t & NUT <br />OXIED A.T.R. <br />NUT <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"X1 0" J-BOLTS <br />@ Z-0"O.C. <br />-MASONRY WALL <br />10d NAILS@ 4 <br />10d NAILS @ 6" O.C, <br />STAGGERED A <br />STAGGERED <br />0 0 TRANSOM FRAMING <br />BEYOND. <br />­ � N <br />I y <br />PLYWOOD FASTENED TO TRUSSES <br />L PLYWOOD <br />"�'_WITH 8d COMMON WIRE NAILS @ 4" F <br />OIC BOUNDARIES 6" O/C EDGES -,o SHEATHING <br />& 8" O/C FIELD <br />1\ �4 <br />0 SIMPSON SP4 w/ (6) 1 Od x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE <br />SP8 FOR 2X8 WALL) SHEATHING <br />—PLYWOOD <br />SIMPSON SP2 w/ (12) 10d NAILS MASONRY— I <br />SIMPSON SP1 wl (10) 10d NAILS WALL BELOW o_�-5/8"X10"JI-BOLTS@24"O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"xl 0" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C, <br />FRAMING'IDETAILS ABOVE ENTRY rR <br />SCALE: N.T.S. S4 <br />7" <br />7 <br />J, <br />% <br />C14 <br />2! <br />LE <br />.0 <br />P <br />Al' <br />s-, <br />-% - ru 4 <br />0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />Tw ngs comp y wit the 2020 <br />Rorida Building Code - <br />Residential 7th Edition, Engineers signature and seal is only for <br />the structural engineering portions of the drav&g pages bearing <br />Engineer's signature and seal. <br />C) <br />U) <br />'It ;8 <br />'A'lllllm 14- <br />0 E <br />0 CO 8 <br />ul <br />CD <br />104 6 <br />CD u;- <br />C <br />0 <br />00 <br />00 <br />00 <br />Q) <br />U) r- t"� _j uj 'L'U <br />6NO u_ a. <br />00 <br />U�I <br />U_ LL UJ <br />0 <br />0 <br />-Fa C'4 (0 LL y _j <br />W <br />W <br />0 2 m � <br />U) c� < , on <br />jh& E <br />us <br />- Z� 0 _j <br />LO C0 z 0� D 0 <br />t3 <br />z <br />< < <br />0 0 _j U) <br />-10 <br />F El <br />m- <br />CD <br />0 <br />4-1 <br />Q) 0 <br />M <br />Ul <br />LU <br />'n' <br />U) <br />C) <br />allE <br />m 0 <br />o <br />AgENNINMENSIONEft <br />01- <br />'C�c 2 $ <br />0 <br />, m <br />— <br />0! <br />cl� <br />co <br />0 <br />< <br />_j <br />gE <br />�5 <br />< <br />E 8 <br />Z� <br />0� <br />W � <br />CU <br />- E <br />20 <br />< <br />00 <br />0 <br />0< <br />zC1 <br />zg� m <br />::3 <br />co <br />g z <br />< <br />'0 <br />z <br />0 <br />Cn <br />Cn <br />.0 <br />W <br />2 <br />2 < <br />�z <br />L <br />X0 <br />C:) <br />�d <br />"1. <br />R <br />.1 <br />ouq <br />C) <br />> 6 <br />m <br />0 <br />(0 <br />m <br />0 <br />a) <br />C <br />00 <br />> <br />co <br />_j <br />I- <br />CN <br />Fr _;� <br />CD <br />0 <br />0 <br />Fn <br />(0 <br />U') <br />U-) <br />m CD <br />U-) <br />00 <br />00 CN <br />E <br />T_ <br />(m Q <br />C0 <br />co <br />z <br />CN <br />E 10 <br />co <br />to <br />ca <br />CL <br />E <br />0 0 <br />U <br />JOB <br />NO <br />21-4276 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S4 <br />