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HomeMy WebLinkAbout50467-Z FIR- 1 TOWER Delran, NJ Calumet, MI -• Laramie, WY www.ftet.com 401.654.4600 any ! `,•'` ,� � � ! i CC _ x • .r r �' `.CIF' �3' / A W 08728� tv� ssl .« . FIRE TOWER ``" - ,- --``"•. -- —_ O ENGINEERED Nor Avenu 401.654.4600TIMBER ER e 3 I j''.. Delran,NJ 08075 ben@ftet.com jji Engineer: _s.' LU Uj 0 now ^1..`r s•��,s3 .f's3 w.rNw7 - r>.4ro.; xN" . LO r,« r r , a � r q/ ', 1, �: �,. `�•' _..+. ,`� -�� ' ., dd, � .r"/'."y � ..w+r.«„y„x.„.•r.rww..uw'd' t.\ ;• t�.:� -..-d"y. � O O V Drawn B DMK 6-02-22 ,i Da, te. Review: Review 6-3-22 Review 6-22-22 ' ( Review 7-18-22 REV 1 12-7-23 .... -.+.,.� ;�. .,.+t. :.z. mod.•:, e.+`st��,' � ..... .�, �� .S.- >t.:• •�:" '� a :.>�aS „s4w+' «.Rs ,.: - �.m.+,trt'Sti.•..22Y+A`x•-_ .« ....�.. �.' .iiln '$Y.vy1«.'..sa :,«��.i..:at 3it4h'e5^ Scale: Not to Scale Sheet Al 171RE TOWER Delran, NJ Calumet, MI Laramie,WY a ? www.ftet.com 401.654.4600 WINDOW 5GHEDULE - QTY, 51ZE TYPE 5PEGIAL NOTES: OA l 2'-4 316' x 2'-II 15/Ib' CASEMENT CW 13 © 6 2'-4 3/8' X 2'-4 3/S' AWNING AW251 O 1 2'-0' X 1'-b' AR21 EO 2 4'-0' X 5'-1 3/4' FIXED (TRAPEZOID) PI2 FO 1 5'-11 51b' X Y-4 13/1b' DOUBLE (A5EMENT © 2 4'-II 5V X 3'-8' FIXED (TRAPEZOID) HO 1 4'- 13Ab' X 1'-& 11/2" AWNING AN451 13'-611 11'-7" CO Q y N KO 2 4'-8 112' X 4'-0' DOUBLE GA5EMENT GW 24 , ^, ^k` �� r O r . m w Z 6'-9" 6'-9" DOOR R 5G RULE �OARO�8728� FESSION 0 O 2 36'x80' EXTERIOR DOOR FIRE TOWER OENGINEERED TIMBER 2 21 Norman Avenue 401.654.4600 Delran,NJ 08075 ben@ftet.com cli �z sc M M Engineer: M O O O O CV 2'-51/2 6'-1 1/2" - - 71 0 ° 6'-911 17 z 1 OA 0 HO 0 0 � ® ® STAIRS UP cfl i b � Uj C 18 o A COO GU 0 ! ❑ z QUEEN BED O LOFT Uj CLOSET LF 1:1 UNDER STAIRS Not define CL05ET C) ❑ of defin ® � - LO ti 7� N ' T .31 0 0 OG OPEN TO BELOW O of C.") 0 w o 190 • a, N zo Cp , i O O Cp zo' ® ® C © © 5'-2" 4'-0" 6'-9" 4'-0" 5'-2" -CD 4'-31/2" 4'-101/2" 6'-9" 4'-10112" 4'-3112" o~o 25'-1" 0 0 c� c� 0 J FI T F00 PL i REV 1 L OFT FL0PLAA AlDrawn By: DMK Date: 6-02-22 Review: Review 6-3-22 Review 6-22-22 0 Smoke Detector HOU5E 5GUARE FOOTAGE CHART Review 7-18-22 CO Detector REV 1 12-7-23 GONPITIONEP 5PAGE REV 2 2-29-24 MAIN LEVEL lqO 5F REV 3 3-18-24 UPPER LEVEL (over I'-b") 160 5F TOTAL q50 5F �.1 Scale: 1/4"= 1'-0" Sheet A2 FIRE TOWER -'� Delran, NJ Calumet, MI Laramie, WY www.ftet.com I 40i.654.4600 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I 1 f 0-0 7 - - -r­7 — — — — — — — — — — — — — c — - - - r - r - - i+-�- - - - - - - - - - - - - -c-,-� - - , =°-I I I / / ♦ ` I I / / ♦ ` I 1 /� I I I I I v II - - - - - - - - - - - - - - - - - - - - - I � Lij - - - - - - - - - - - - - - - � w- - - - - - - - - - - - - - o 11 ° 1 mI 8o ZI - - - - - - - - - - - - - - - �O 08728� tv� I 1 I 1 I 1 A�4��ESSI�NP`' I I I I I 1 1 1 1 1 I I FIRE TOWER I I I I I I °I I 1 10 1 ENGINEERED TIMBER 21 Norman Avenue 401.654.4600 1 Delran,NJ 08075 ben@ftet.com I I I I I I I I I I I 1 I I I I I I I I I I I I I I — 7 - - -r�� - - - - - - - - - - - - - c — < - - - r - - - - .-'.- - - - - - - - - - - - - ---.- - - -� — r , , ♦ 1 I , , ♦ ± Engineer: I I / . . ♦ I I / . . ♦ 1 1 :� / ` ♦: :/ / ♦ `\ I I I q I I I I I I I I I I I I I I I I 1 I I I I I I I I I I O I I O I I I I I I I I I I I I I I I I © 1 1 © I I I I I I I I _ I I I I I I I I I 1 I I I I I 1 I I LU Z;UUTn" ELEVAI1 12 PLf a 6 Uj � I I • I 4 f 12 6 `� -IL ` 0 .0o ' � 6 ri 1j- - - - - - - - - - - - - - - - - - r - - - - - - 11- -I� ' � 1 1 I -- - - - - - - - - - r- _� -c, -'.= ��"O1-J- �]J - - - - - - - I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II I I , � i - -1 1 ` % ` , II- 10 1 N � -r^� - J I - - - - - - - - - - - - - - - - J I ,� / t - -� - - - - ♦ ` I 1- - y = �- - - - - - may- - - 41° 1 v Z • I I I II r 1 / • I I = � °I y / \ M I C °✓ I I A I I t _ + _ _ _ 1 i O I p J I I I I I ca I I 1 1 I I r 0 I I I I I tI J r _ I I ® I I J I I fl- I I 1 1 if 11 I I I 1 1 I 11 i Drawn By: DMK Date: 6-02-22 I I I I Review: I I I I r _ J I I I I I I I I I I I I 1 1 I I Review 6-3-22 Review 6-22.22 Review 7.18-22 REV 1 12-7-23 WES i i:Lb VA T/ Scale: 3/8"= 1'-0" Sheet A3 FIRE TOWER Delran, NJ Calumet, MI Laramie,WY www.ftet.com 401.654.4600 � F � CO n w 087281 V - - - - - - - - - - -� - - - - °° r - - - - - - - - - - - - - - -41C - °°- - 1- - -� - - \ ♦ I - , - - \ ♦ T - � SS10N I I / i � ♦ I I / � � ♦ I I FIRE TOWER / ♦ ` / ♦ ENGINEERED TIMBER 21 Norman Avenue 401.654.4600 // O ♦\ + // ♦\ + i I oM +o 07 +o I Delran,NJ 08075 ben@ftet.com I I I I I I I I I 1 I I I I I I I 1 I I I I I I a 6 I 1 1 I Engineer: I I L Z _ — y��-- - - - - - - - - - - - - -G I I I I / � I \ \ ♦ I I I I I I // / — ♦ ♦♦ I I I I O O d oIV O u° I • I I I I 1 I LU LL NORTH I I I 1 I 1 I I I I I I 1 1 I I I I I I I 1 1 I I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I 1 I 1"FLEVA PON- I fCn . 1 I \ \ 12 I I \ \ \ 6 I I I I I \ 12 I \ \ \J 6 0 — — — — — — — — — — — — — — — — — — — — — — — — L - - - - - - - - - - - - - - - —� \ �♦ I I - - - - - - - - - - - - - - - - - - - - - - -`�f I I II 1 / / � � ♦ ♦ I I 1111 N �. I4- - - -- - — — — — — — — — — — — — �=t - - -I 1 / / ♦ ♦ I I - - — — — — — — — Lo C) I f O O I I 0 I I I I O I I I I t4 I 1 I I I I I I 0 I I I I I I I I I I I I I I 1 I I I I I Drawn By: DMK Date: 6-02-22 I I I I I 1 I I I 1 i Review: I I I I I I I I I I I I Review 6-3-22 Review 6-22-22 Review 7-18-22 REV 1 12-7-23 ELEVA TI Scale: 3/8"= 1'-0" Sheet A4 FIRE TOWER T " SSTRUCTURAL DESIGN REQUIREMENTS: ENGINE , R 1" b P' ~ REV 2 COLD WEATHER CONCRETING WOOD: Delran, NJ CONCRETE SHALL NOT BE PLACED ON FROZEN SUBGRADE Calumet, MI ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS TIMBERS Laramie,WY SNOW, ICE,AND FROST SHALL BE REMOVED FROM ALL REINFORCING, FORMS,AND OTHER SURFACES WHICH WILL BE IN CONTACT WITH THE UNLESS OTHERWISE NOTED,SOLID SAWN TIMBER SHALL BE EASTERN WHITE PINE, SIZED TO THE FULL INCH. SOME WARPING,TWISTING, AND ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE CONCRETE. ,, wWw.ftet.Com CHECKING OF TIMBERS IS ANTICIPATED AS THEY REACH EQUILIBRIUM MOISTURE CONTENT. ANSI/AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS CONCRETE SHALL BE PROTECTED AGAINST DAMAGE FROM FREEZING FOR A MINIMUM OF 3 DAYS AFTER PLACEMENT. < 401.654 4600 TIMBER SCREWS 2020 NYS RESIDENTIAL CODE WHEN FREEZING TEMPERATURES MAY OCCUR, BUT IN SHORT ENOUGH DURATION TO NOT BE CLASSIFIED AS COLD WEATHER, PROTECT CONCRETE UNLESS NOTED OTHERWISE,ALL SCREWS SHALL BE BY GRK RSS OR ROTHOBLAAS TBS OR OTHER APPROVED SCREW, WITH A SHANK DIAMETER OF 2020 NYS ENERGY CODE FROM FREEZING FOR AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT. AT LEAST 0.2",AND A THREAD DIAMETER OF AT LEAST 0.30". SCREWS HOLES SHALL NOT BE PRE-DRILLED UNLESS OTHERWISE NOTED,AND HAVE 2018 WFCM TEMPERATURES OF CONCRETE SHALL BE MEASURED AT THE CONCRETE SURFACE,AND RECORDED FOR THE FIRST 3 DAYS AFTER PLACEMENT AT THE AT LEAST 3" OF THREAD PENETRATION INTO THE CONNECTING MEMBER. BEGINNING, MIDDLE,AND END OF EACH WORK DAY. TIMBER FRAME JOINERY 2017 NEC THE TEMPERATURE OF THE CONCRETE SHALL NOT FALL BELOW: UNLESS OTHERWISE CALLED OUT IN JOINERY DETAILS ON THE STRUCTURAL AND TIMBER FRAME DRAWINGS,THE JOINERY SHOULD MEET THE LEAST DIMENSION TEMP. FOLLOWING REQUIREMENTS, AND BE DETAILED IN ACCORDANCE WITH TFEC 1-19. DESIGN CRITERIA: >72" 40°F 36-72" 45°F ALL PEGS SHALL BE 1" IN DIAMETER,AND MEET THE REQUIREMENTS OF TFEC 1-19. DEAD LOAD 12-36" 50°F TENONS CONNECTING MEMBERS IN 8X MATERIALAND LARGER (SMALLEST DIRECTION), SHALL BE 2"THICK AND 5" IN LENGTH,WITH 3"OF RELISH. -ROOF 20 PSF (INCLINED) <12" 55°F IN 6X MATERIAL, 1 %"THICK,4" LONG TENONS WITH 2 %" RELISH SHALL BE USED. 4X AND SMALLER MATERIAL, INCLUDING BRACES(UNLESS -FLOORS 15 PSF IF TEMPERATURE REQUIREMENTS ARE NOT MAINTAINED DURING THE REQUIRED PROTECTION PERIOD, CONTACT ENGINEER OF RECORD TO OTHERWISE CALLED OUT)AND STRUTS, SHALL HAVE A 1 %"THICK TENON,AT LEAST 3 %" IN LENGTH, AND 2%" OF RELISH. SNOW LOAD DETERMINE AMOUNT OF TIME REQUIRED TO EXTEND PROTECTION PERIOD. WHERE TENON INTERFERENCE OCCURS, TENONS SHALL BE AS LONG AS POSSIBLE,AND OFFSET(HIGH/LOW) WHERE POSSIBLE. IN THREE-WAY AND -GROUND SNOW 25 PSF HOT WEATHER CONCRETING FOUR-WAY CONNECTIONS, 1 %" THICK HARDWOOD (SPECIFIC GRAVITY EQUAL TO OR GREATER THAN THE CONNECTING TIMBERS) OR 1%" LVL -EXPOSURE FACTOR, Ce 1.0 SPLINES ARE STRONGLY ENCOURAGED. IF CONDITIONS DUE TO HEAT OR WIND INCREASE THE RISK OF ACCELERATED CURING, CONCRETE SHALL BE MODIFIED WITH THE ADDITION OF -IMPORTANCE FACTOR 1.0(CATEGORY"II" BUILDING) RETARDING ADMIXTURES. APPROVAL BY THE ENGINEER OF RECORD IS REQUIRED. HOUSINGS FOR 6X AND LARGER STOCK SHALL BE 1", UNLESS SPECIFIED OTHERWISE. WHERE 6X FRAMING IS NOT DIRECTLY SUPPORTING ROOF OR E F -THERMAL FACTOR, C:t 1.1 FLOOR LOADS, 1/2" STUB TENONS MAY BE USED IN PLACE OF FULL 1" HOUSINGS. 4X MATERIAL, INCLUDING BRACES, SHALL BE HOUSED%". 'y -ROOF SLOPE FACTOR, Cs 1.0 WATER SHALL NOT BE ADDED TO THE CONCRETE MIXES TO INCREASE WORKABILITY. ANY WATER REDUCTION AGENTS SHALL BE APPROVED BY THE / A �'�cA 1k BIRDSMOUTHS, REDUCTIONS, AND COPES NOT SUPPORTED BY A BEARING SURFACE SHALL NOT EXCEED MORE THAN THE MEMBER DEPTH * � , ENGINEER OF RECORD BEFORE ADDING TO THE MIX. r— #, er W WITHOUT REQUIRING FURTHER REINFORCEMENT. LIVE LOAD Cr CONCRETE SHALL NOT EXCEED 90°F ATTIME OF PLACEMENT. CHILLED WATER, ICE, OR COOLED AGGREGATE MAY BE USED, PROVIDED THATTHE Z UNLESS OTHERWISE SPECIFIED, RAFTERS AND PURLINS SHALL BE SECURED INTO THEIR HOUSINGS AND SUPPORTS WITH LOG SCREWS, (1)SCREW AT -ROOF 20 PSF (PROJECTED) PROPER W/C RATIO IS MAINTAINED. EACH END FOR 6X AND SMALLER MATERIAL, (2)SCREWS AT EACH END FOR 8X AND LARGER MATERIAL. 08728'1 -FLOORS 40 PSF A�, -DECKS 60 PSF CAST IN PLACE TOLERANCES OF1~ssl REV 2 DIMENSIONAL LUMBER CONCRETE COVERED AS MEASURED PERPENDICULAR FROM THE SURFACE IN THE DIRECTION OF MEASUREMENT SHALL NOT EXCEED 3/8". FIRE TOWER ALL 2x DIMENSIONAL LUMBER SHALL BE SPRUCE-PINE-FIR NO.1/NO.2 OR OTHER SPECIES WITH EQUIVALENT ALLOWABLE DESIGN STRENGTHS. 2x ENGINEERED TIMBER PLACEMENT OF FOOTINGS SHALL BE WITHIN THE FOLLOWING: MATERIAL SHALL BE PLANED Y2" TO W UNDER STATED DIMENSION. 21 Norman Avenue 401.654.4600 7-SUSTAINED WIND SPEED 130 MPH (ASCE 7-10 ULTIMATE) Delran.NJ08075 ben@ftet.com URE LEVEL ALIGNMENT - 2" to+ 1/2" ALL SILL PLATES AND DIMENSIONAL WOOD FRAMING IN CONTACT WITH CONCRETE AND MASONRY SHALL BE PRESERVATIVE TREATED WOOD IN -RISK CATEGORY II LATERAL ALIGNMENT ± 2" COMPLIANCE WITH AWPA-U1 OR A NATURALLY DECAY RESISTANT SPECIES. -INT. PRESSURE COEFF. ±0.18 DIMENSIONS OF FOOTINGS SHALL BE WITHIN THE FOLLOWING: DECKING SEISMIC FORMED - 1/2"to+ 2" EARTHCAST < 2' W- 1/2"to+ 3" UNLESS OTHERWISE NOTED,ALL ROOF DECKING SHALL BE 2x6 T&G "SELECT" DOUGLAS FIR DECKING. EACH DECKING PIECE MUST BE CONTINUOUS Engineer: -RISK CATEGORY II >2' W- 1/2"to+ 6" OVER AT LEAST TWO SPANS.SECURE W/(1) 16d FACE AND NAIL(1) 16d TOE-NAILED THROUGH THE TONGUE @ EACH SUPPORT LOCATION. -IMPORTANCE FACTOR, le 1.0 (CATEGORY"II" BUILDING) THICKNESS ±1/2" -SITE CLASS D (ASSUMED) STRUCTURAL SHEATHING -S(DS)0.25 #.###G THE TOP OF FOOTINGS SLOPE SHALL NOT EXCEED 1 IN 10. STRUCTURAL SHEATHING SHALL BE APA RATED AND NOT EXCEED THE SPAN RATING FOR ITS INTENDED USE,WITH A MINIMUM THICKNESS OF -S(D1) 1.OS #.###G 15/32" FOR WALLS, 19/32" FOR ROOFS,AND 23/32" FOR FLOORS. -DESIGN CATEGORY B MASONRY: -RESPONSE MOD. FACTOR 6.5 -RESPONSE COEFF. #.### ALL CMU SHALL HAVE A SPECIFIED MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON A NET AREA AT 28 DAYS (fm = 1500psi). 3-CELL BLOCKS NAILS SHALL NOT BE USED. MORTAR SHALL CONFORM TO ASTM C270 TYPE "S" UNLESS OTHERWISE NOTED. UNLESS OTHERWISE CALLED OUT IN THE PLANS FOR MORE STRINGENT NAILING, NAILING SHALL MEET OR EXCEED THE NAILING IN "TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS" IN THE REFERENCED BUILDING CODE. ALL NAILS SPECIFIED ARE COMMON. ALL CELLS SHALL BE GROUTED WITH 2O00 PSI CONCRETE GROUT. WHEN AIR GUN NAILING IS USED, CARE SHALL BE TAKEN TO USE TRUE COMMON NAIL EQUIVALENTS REGARDING DIAMETER. (8d =0.131"0, 10D= GENERAL NOTES: BLOCKS SHALL BE PLACED IN A RUNNING BOND PATTERN WITH CORNER BLOCKS INTERWOVEN BETWEEN INTERSECTING WALLS. 0.148"0, 16d =0.162"0). TIMBER FRAME ELEMENTS HAVE BEEN DESIGNED TO RESIST GRAVITY LOAD ONLY. CONTINUOUS KNOCK-OUT BOND BEAMS SHALL BE PROVIDED AT THE TOP COURSE OF CMU WALLS W/(2)#5 HORIZ REINFORCEMENT CONTINUOUS WOOD CONNECTORS IT IS THE RESPONSIBILITY OF THE TIMBER FRAME SYSTEM PURCHASER (OWNER AND/OR CONTRACTOR)TO VERIFY ALL DIMENSIONS INDICATED ON AROUND CORNERS. PROVIDE BOND BEAM WITH (2)#5 HORIZ. REINFORCEMENT IMMEDIATELY ABOVE AND BELOW ALL WALL OPENINGS, ALL STEEL FASTENERS OR CONNECTIONS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE ZINC COATED IN ACCORDANCE WITH ASTM A THE TIMBER FRAME SYSTEM DRAWINGS. EXTENDING 24 EACH WAY PAST OPENING. 153, MADE OF STAINLESS STEEL, OR SHOW A SIMILAR LEVEL OF CORROSION PROTECTION. Uj SHRINKAGE OF TIMBERS MAY RESULT IN THE "LOOSENING" OF BOLTS AND ALL-THREAD CONNECTORS. PERIODIC TIGHTENING OF THESE UNLESS OTHERWISE NOTED, FOR 8" CMU WALLS, FULL HEIGHT VERTICAL REINFORCING SHALL CONSIST OF (1)#5 BAR SPACED 16" HORIZONTALLY STRAPS AND HOLD-DOWNS CONNECTIONS DURING THE FIRST SEVERAL YEARS OF THE STRUCTURE'S SERVICE LIFE IS REQUIRED. AND PLACED 5" FROM THE BACKFILL FACE IN FULLY GROUTED CELLS,AND HORIZONTAL REINFORCING SHALL CONSIST OF (2) W1.7 WIRES (LADDER _ SUB-SLAB PREPARATION, DAMP PROOFING OR WATERPROOFING, ANY SUB-SLAB ELECTRICAL, PLUMBING OR RADON PIPING,AND ALL FOOTINGS MESH OR TRUSS MESH) SPACED 16" VERTICALLY. ALL STRAPS AND HOLD-DOWNS ARE BY SIMPSON STRONG-TIE OR EQUIVALENT. AND FLOOR DRAINS TO BE COORDINATED BY GENERAL CONTRACTOR. Uj DO NOT SCALE ANY DRAWINGS. ANCHOR BOLTS UNLESS OTHERWISE NOTED,ANCHOR BOLTS SHALL BE ASTM F1554 GR.36 OR BETTER 5/8" DIA., HAVE 7" OF EMBEDMENT INTO CONCRETE,AND EXTEND AT LEAST 4" FROM TOP OF THE FOUNDATION WALLS. ANCHOR BOLTS SHALL BE SPACED PER THE STRUCTURAL DRAWINGS, BUT NO MORE EARTHWORK: THAN 4'-0" O.C. EACH SILL PLATE SHALL HAVE AT LEAST TWO ANCHOR BOLTS.THERE SHALL BE ANCHOR BOLTS A MAX OF 12" FROM EACH WALL OR COMPLIANCE OF SOIL,COMPACTION AND OTHER MEASURES TAKEN TO ACHIEVE THE ALLOWABLE BEARING PRESSURE AND SUFFICIENT DRAINAGE SHEAR WALL END. IN AREAS OF BACKFILLL SHALL BE FIELD VERIFIED BY A QUALIFIED SOILS ENGINEER AND IS NOT THE RESPONSIBILITY OF FIRE TOWER ENGINEERED POST INSTALLED ANCHORS SHALL BE MANUFACTURED BY HILTI, INC. INTERNATIONAL CODE COUNCIL (ICC). BLOW AND CLEAR OUT ALL LOOSE 0 TIMBER. FOUNDATION DRAINS MUST BE PROVIDED AROUND THE PERIMETER OF THE STRUCTURE AND MUST DRAIN TO DAYLIGHT. PARTICLES FROM DRILLED HOLE PRIOR TO INSERTING ROD AND EPDXY. USE HILTI HIT-HY 200 ADHESIVE. CONSULT ENGINEER FOR USE OF ALTERNATE GRADE OR MANUFACTURER EPDXY. a CONCRETE: UNLESS NOTED OTHERWISE, CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF f'c=3,000 PSI. CONCRETE SLABS SHALL HAVE f'c= 3,5000 PSI, ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6%AIR ENTRAINMENT OR SHOW EQUIVALENT FREEZE-THAW PROTECTION. CONCRETE SHALL HAVE A MINIMUM COVER ACCORDING TO: - FOOTINGS (TO SOIL) 3" - PIERS 211 _.. ".,� "'$ '°.' .r'`' r.N% �' 1 to - PILASTERS 1 %" �. -SLABS 1%" FROM TOP -WALLS 1 Y2" _ REINFORCING STEEL SHALL HAVE THE FOLLOWING YIELD STRENGTHS: -40,OOOpsi FOR#5 & SMALLER REBAR O - 60,OOOpsi FOR#6 & LARGER REBAR �. ica UNLESS NOTED OTHERWISE ON THESE STRUCTURAL DRAWINGS,ALL REBAR ARRANGEMENT AND BENDING SHALL BE IN ACCORDANCE WITH THE '° `? ( *� ' °, J LATEST EDITION OF THE ACI DETAILING MANUAL(ACI SP-66). HORIZONTAL REBAR SHALL BE CONTINUOUS AROUND ALL CORNERS. REINFORCING INDICATED TO BE WELDED SHALL BE IN ACCORDANCE WITH ASTM A706 'LOW ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT'. Drawn B DMK Date: 6-8-22 ALL SLABS, POST PADS,AND FOOTINGS ARE TO BE PLACED ON UNDISTURBED SOIL OR WELL-COMPACTED FILL, OR PINNED TO CLEANED LEDGE. FOUNDATION WALLS ARE TO BE PLUMB,SQUARE,AND SIZED TO WITHIN A 1/4" OF RELATIVE ELEVATIONS SHOWN ON PLANS.ALL FOOTINGS i "' " I '`` ' s' ^; '" Review: EXPOSED TO FROST CONDITIONS IN THE SOIL MUST BE PLACED BELOW LOCAL FROST DEPTH. w !"; '�' '' '. Review 6-22-22 m Review 7-18-22 PROVIDE A 15-MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 BETWEEN THE SUBGRADE AND CONCRETE FLOOR i I .• � �' 'I SLABS PER GEOTECHNICAL REPORT RECOMMENDATIONS. REV 1 12-7-23 ` REV 2 2-29-24 SLAB ON GRADE CONCRETE SHALL BE 4"THICK WITH #4 REBAR RUNNING AT 16" O.C. EACH WAY, CENTERED IN THE SLAB. CONFIRM WITH BUILDING _ ! j a E REV 3 3-18-24 DESIGNER BEFORE USING FIBERS OR OTHER REINFORCEMENT ADDITIONS SINCE SLAB IS FINISHED FLOOR SURFACE. " SUPPLY CONTROL JOINTS IN SLABS TO CREATE APPROXIMATELY SQUARE SHAPED SECTIONS WITH NO RE-ENTRANT CORNERS.JOINTS MAY BE JOINTS SAWN JOINTS OR PREMOLDED JOINT TRIPS AT THE CONTRACTORS OPTION. MAXIMUM JOINT SPACING HALL T CONSTRUCTIONS CTO S O O U JO S C G S NO EXCEED 15'. REINFORCING STEEL SHALL BE CONTINUOUS THROUGH ALL COLD JOINTS. » a... IN THE EVENT THE AVERAGE DAILY TEMPERATURE IS EXPECTED TO BE BELOW 40°F FOR THREE CONSECUTIVE DAYS, COLD WEATHER CONCRETING REQUIREMENTS SHALL BE FOLLOWED. WHEN THE AMBIENT OR CONCRETE TEMPERATURES ARE EXPECTED TO BE ABOVE 90°F OR STEEL AND FORMING MATERIAL ABOVE 120°F, HOT WEATHER CONCRETING REQUIREMENTS SHALL BE FOLLOWED. Scale: Not to Scale Sheet s 1 FIRE TOWER Delran, NJ Calumet, M1 Laramie, WY www.ftet.com 401.654.4600 ROOF CONSTRUCTION: - standing seam metal roof over, ti v ` - #30 felt over, ' - 1" T&G pine boards over, * '�" �,., rn ✓ J ." _. _._ _. . . . . » _ _ :. _ . . .. - 2x4 (flatwise) @ 24" o.c. over, - 2" fib erglass board insulation over, 08729� 2" fiberglass board insulation over, A 2x6 T&G pine over RoF�ss1oN��" timber system FIRE TOWER , ;. ENGINEERED TIMBER 401 654.4600 1. 66 .r ,'` f" ✓ r ✓� r' �'` ; � - 21 Norman Avenue Delran,NJ 08075 ben@ftet.com Engineer: Fr �^ EASTERN WHITE PINE TIMBER SYSTEM REV 2 . a_.. .. .... _.-..- ter,�,M-C":" l,� .. -».-., ,-._ - -- . '- .. , � ---.. - _- -O'• _ - � . � F sa:'fa>,- 1'" - a s _-. - .......... a r• _ \'�n e * d......e. ., Umi £fl a WALL CONSTRUCTION: 1" EWP horizontal sidingover, r" 1x3 strapping @ 16" o.c. over, � + S 2" fiberglass board insulation over, LU . .. - #15 felt over, :.� -�.�.,...'..""�ti,•-raw.»,.,. - � ^e E`, a € , - 2x6 T&G pine (diagonal) over, 2x6 framed wall over, (2) layers of 1 x6 T&G pine (each layer diagonal and in opposite directions) over, LU . S.. - timber system 0 910 6" CONCRETE SLAB W1 RADIANT FLOOR HEATING a� � z i coo C O cc 0 O J Drawn By: DMK Date: 6-8-22 Review: Review 6-22-22 Review 7-18-22 REV 1 12-7-23 REV 2 2-29-24 REV 3 3-18-24 Scale: Not to Scale Sheet S2 FIRE TOWER Stop felt 3' from eave, and install standing seam metal roof over, Delran, NJ Ice and Water Shield in compliance #30 felt over, with R905.1 .2 of the 2020 NYS Residential Calumet, MI 1" T&G pine boards over, :. � Laramie, WY Post Code. Use roof soffit vents and ridge 2x4 (flatwise) @ 24" o.c. over, 6" reinf. concrete slab cap vents as needed. 2" fiberglass board insulation over, www.ftet.com w/ radiant floor heating A475 Timberlinx 2" fiberglass board insulation over, _- „ 401.654.4600 over 6 mil vapor barrier, w/ 4" wedge pin 2x6 T&G pine over Simpson CPS6 timber system T.O. Slab o.• .o o -. o.• ..o -.o a o •a . .off.. o.• .•o - --.o -o o M REV 2 attach 2x4 strapping w/ 10" panel screws . _ @ each rafter Reinf. slab w/#4 @ 18" o.c. c�. a .,-.:� © fin-= ..: . each way. Support @ mid-depth 7/8"o threaded rod w/ REV 2 MAI on plastic chairs minimum of 6" embedment Simpson MSTI36, p RA in 1"o x 6 1/2" deep drilled hole 1'-6" up rafter and 2'-6" w/ Simpson Epoxy (or equal) 1'-6" down post 10" panel screws into double top (See General Notes) plate @ 16" o.c. (2) 10" RSS / ! U,U -"w TA IL'R ' [ON D&r. Q , p 'r�O UiVDA T CIL- REV 2 ° m 'At 1`W%0SMrCk ---- �� c� VAMP AM& INTER10" �4AR a87-2,91 P�'�� ©FESS1 FIRE TOWER ENGINEERED TIMBER 21 Norman Avenue 401.654.4600 Delran.NJ 08075 beii@ftet.com 24'-0° Engineer: Fastening schedule for all g 11'-7" 11'-7" 2x material: (2) 12d @ 4" o.c. or approved equal -i. :� REV 2 -J . . . I . .l •� - - • j Continuous 2x same width as post w/nails @ 6" staggered b �� : J. .- -1 , , _- - • •:I studs ♦ � � 6'-1 T� ..jan 6x6 post.. i �•- •L. _ - - - -� • ":�_ •. -. fln 10d nails @ 6"o.c. I . - `.. Timber 2'-0"x2'-0" ost 1" EWP horizontal siding over, 'footer 1x3 strapping @ 16" o.c. over, i. .. '2'-0 2" fiberglass board insulation over, .a. I #15 felt over, q _ 1. •.1. .� - I- - 2x6 T&G pine (diagonal) over, 2x6 framed wall over, �i - 2'-0"x2'-0" 1 (2) layers of 1 x6 T&G pine (each layer P`0 S T TO% L L0 .j footer.. 2'-0" footer diagonal and in opposite directions) over ., . °. I PLAN VIEW . .,6x6 post : 1 1" = 1'-0" timber system .� 1Ox10 post'.typ.. �: . 7/8"o pin. 1 6" into concrete & JrL 2 - �� -�. : �: 2" into post N _.r 1 6" reinf. concrete slab Simpson STHD14 ��. i.. w/ radiant floor heating plastic shim @ each post i... 2'-6"x2'-6" . 1: . over 6 mil vapor barrier. -� : I- footer Reinf. slab w/ #4 @ 18 o.c. REV 2 L �n .r-• - i 4x6 PT sill o a� - . each way. Support @ mid-depth ,� a " LAB on plastic chairs 2 1/48,aon anchor bolts z a� _j - T.O. Slab REV 3 0~0 0 • I i I' /-\ �. Co C - - - . . . . . . . . . +. termite shield o .J J. -, - l rade ca °oee o ose�oe ooe o>e oee ooe oasooseo ;; " V °I N 4 STONE M° ° °moo 0 - - REV 2 -� : : insulation so�o - °° #4 rebar @ 24" o.c. Drawn By: DMK Date: 6-8-22 flT4 - ospeaeavo horizontal & vertical Review: oo�000000 Review 6-22-22 — ee�8eep,M eo<seoe soo�oasooe°o ope;vovop,a Review 7-18-22 Ll 12 °osovee�eseo°� REV 1 12-7-23 �o�e° oo�aoQ ooe `"e` REV 2 2-29-24 ee°oee°eeo e°ee�oa°oo°oo°pe pe, 0 UA,f DA T1 M D TAIL _ aoo°oeoaae sooaeosooeooevoee°e° REV 3 3-18-24 >�evoaeaoe esoe °°e°°e° °°e°°o° �v aooeso°voaee�o.. a°o�o�0 4o drain soe�oosoo°oo oaaee�000°o�oo°oeo�e�° - eveoo° ae�o eee FO UNDA ' PLA °oeo eo°oo01°"°- 1,-0" oavoeoepe�-0' •oo �000vo e�so�o��e�e��e NE POLSTLAYOUT — -- - °000soo°vo�o°00000° o4e oso�eoo°o°�: Scale: 114" 24„ (3) #4 rebar Sheet S3 FIRE TOWER I N G I N I..",t R E L) 1-1 M P I"I s Delran, NJ Calumet, MI Laramie,WY www.ftet.com >-;- - - - - - - - -� � - -I- r - �; - - - - - - - - - ems- - ram 401.654.4600 El E I I I I - - - - - - - - � ° - - - - - - - - - - - - - - — - J I - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -I - - ,- - - - - - t- r - - - - - - - - - - - -F n n 13-6 11-7 r I I 1 [ I I YA Vti I I I [ C I I 1 1 7. r e' I I E 241-011 n ' I I I ( I I 110872 11-7 -7 �O8 tv ARssioNP FIRE TOWER ENGINEERED TIMBER 21 Norman Avenue o A e e 401.654.4600 Simpson STHD14 each post, t (2) Additional Simpson STHD14's 10x12/plate Delran,NJ08075 ven@ftet.com @ p yp at this location SHEARWALLA i a � CIA Engineer: x % 0 ` j (1) 8" RSS 6x8/oist '�� 6x8/joist J L 6x8/joist 8xl0/girt o 0 rUj 1 114"housing oZo - 0 12) M M O 6-5" X JOIST TO GIRT DETAIL , TYP 0 -0" CV - _ LO LU N 6x8/joist, typ ti OPEN TO BELOW0 00 CIO 10x12/ late SHEAR WALL H 25'-1" 2z co E 0 CU EXISTING TIMBERS 0 J TI L M l L - DELETED OR MOVED TIMBERS Drawn By: DMK Date: 6-8-22 Review: MOVED TIMBERS Review 6-22-22 Review 7-18-22 REV 1 12-7-23 NEW TIMBERS Scale: 114"= 1'-0" Sheet S4 FIRE TOWE R Delran, NJ Calumet, M1 Laramie, WY www.ftet.com 401.654-4600 131-611 111-711 TL co , 0 rn CC 241-011 111-711 0872BI rcsv NP .......X FIRE TOWER /-10x12/pla e 21 Norman Avenue 401.654.4600 Delran,NJ 08075 ben@ftet.com C? C? "'4—;7'—6x8 rafters @ 2'-0" o.c. Engineer: A I 1 x1 late- Uj Cn Cl> —6x8 rafters @ 2'-0" lo.c. Uj 0 Aft 10x12/plate Lo ... . ...... #f 0 6x8 rafters @ 2'-0" o.c. H 1 0x1 2/ late H H H . ................. ... ti ............ ........................ .. . .................. . ... .......... . .............. 251-111 L4 Co E 0 ICU 0 EXISTING TIMBERS 0 DELETED OR MOVED TIMBERS Drawn By: DMK Date: 6-8-22 - T/ U Review:PLAN M 0 " F FRA MINA MOVED TIMBERS Review 6-22-22 Review 7-18-22 REV 1 12-7-23 NEW TIMBERS Scale: 11411= 11.011 Sheet S J FIRE TOWER Delran, NJ Calumet, MI Laramie,WY www.ftet.com 401.654.4600 ! 1 v * O c tP �k r _��; 7,m [( C) w �O 08728� R�FESs10NP FIRE TOWER ENGINEERED TIMBER 21 Norman Avenue 401.654.4600 Delran,NJ 08075 ben@ftet.com Engineer: 2"x6" tenon 0- - l _ _ 10x12/plateUj 00 ° ° 00 ° °° l _ _ o Ge) CV 2"x4" offset tenon l l ° A w/ 1/2" housing ° 110 ° '-6"2 1/2"housingCn O O 0 !z Q. O O O p 0 O O X O r r � ti L Lt Q Q7 11'-7" 11'-7" (D �. � z 24'-0" L- co O 0 ICU 0 —1 25'-1" Drawn By: DMK Date: 5-25-22 Review: Review 6-22-22 Review 7-18.22 SECTION LINE I REV 1 12-7-23 AS SEEN FROM OUTSIDE Scale: 1/2"= 1'-0" Sheet S6 FIRE TOWER Delran, NJ Calumet, MI Laramie,WY www.ftet.com ~ :^ 401.654.4600 cc U 21lx6" tenon 2LU BOA 0872BI R�PCSSIONP� i _ _ 10x12/plate i— — ; _ _ _ — — FIRE TOWER ° ° ° ° ° ° ° L° ° ° ENGINEERED TIMBER G� Gz 21 Norman Avenue 401,654.4600 Delran,NJ 08075 ben@ftet.com �� �� CV O 2"x4" offset tenon � ! ° w/ 1/2" housing ° 1! ° 2"x6" spline I 2'-6" w/ 1" housing 1/2"housing 3"3113131 Engineer: 14'-9" o , 10x10/plate o r-o ° — o -�, ,—°— 10x10/post — o ° ° ° J +�\ 1"housin tx D 2"x4" offset tenon I I °I w/ 1/2" housing �° i! °I I° i 1/2"housing LU Uj Lj 8x8/tie 8x8/tie Uj Cn 0(n 0 n K. Q- fl 0 0 o Q- o .�.. x x r- 0 o x - 0" , Q Q7 •ice _ 11'-T i � z 24'-0" — + = c c0 O 1L J 1 1B o ♦c V 0 25'-1" Drawn By: DMK Date: 5-25-22 Review: Review 6-22-22 Review 7-18-22 SEC01"i"ON LINE 2 REV 1 12-7-23 AS SEEN LINE 1 Scale: 1/2"= 1'-0" Sheet S7 µ FIRE TOWER Delran, NJ Calumet, MI Laramie,WY www.ftet.com 4ol.654.4600 i F g _• w LU 0872BI v ss10NP FIRE TOWER ENGINEERED TIMBER 21 Norman Avenue 401.654.4600 Delran,NJ 08075 bcn@ftet.com Engineer: 2"x6"tenon 14'-0" 10x12/plate 0 o I o ° l 00 Af_ 0 0 00 XX p+�� KI �G2'x4" offset tenon ' "' ° w/ 1/2" housing ° li ° ° I 2'-6° Uj 1/2"housing 8'-10" — IUj W11 8x10/tie 8xl0/tie 8x10/tie 1 I E Uj r r i I 0 co o �- a 0 0 0 0 0 C) o 09* 0" ti L LC) Q Q7 Cn - 11'-7" 11'-711 CD >- � z 24'-011 L 1L 1 0 V O -A 25'-1" Drawn By: DMK Date: 5-25-22 Review: Review 6-22-22 Review 7-18-22 SECTION 3 REV 1 12.7-23 AS SEEN FROM LINE 2 Scale: 1/2"= 1'-0" Sheet S8 FIRE TOWER Delran, NJ „ Calumet, MI Laramie, WY www.ftet.com 401.654.4600 m o ` �O 0872B� Ass10NP� FIRE TOWER ENGINEERED TIMBER 21 Norman Avenue 401.654.4600 Delran,NJ 08075 ben@ftet.com Engineer: Uj 2"x6" tenon 8'-01/2" i — — 10x12/ lateUj 8x10/tii cep 8x10/tie CV 0 Aft 2"x4" offset tenon 1° w/ 1/2" housing - 2'-6" 1/2"housing co Q. � o 0 x o O r �— x ®- O o" 1- - - - - - - - - - - - - - F i.. f+ r� 11'-T i y � z 12'-511 are .m 00 O 0 V 0 J ' 13'-6" Drawn By: DMK Date: 6-8-22 Review: Review 6-22-22 Review 7-18.22 U & M " Kim"TIA I'j LINE REV 1 12-7-23 SEA AS SEEN FROM LINE Scale: 1/2"= 1'-0" Sheet S9 FIRE TOWE R I N G I ' E L R L F.) -V I M B F R Delran, NJ Calumet, MI Laramie,WY www.ftet.com 401.654-4600 0 NCO C(- 0 LIJ 0,97281 R�FEA) ssk FIRE TOWER ENGINEERED TIMBER 21 Norman Avenue 401.654.4600 Delran,NJ 08075 ben@ftet.com -(2) 10" RSS 191.911 1 0x1 2/plate Engineer: .......... 1"housing rr 12 5.96 r (2) 10" RSS (2) 10" RSS 141-911 (2) 10" RSS 1 0x1 0/plate 1141-011 12 5.96 1 0x1 2/plate LU 1"housing "1 housing housin ill housing 0�1 (2) 10" RSS C? "Oft,Lx- 2"xT tenon > —6x8/joist,typ 2"xT spline w/ 1 housing w/wedge 11311311 2"x6" tenon (2) 10" RSS LU 81-1 ON w/ 1" housing ZxT tenon 2"x6' tenon RSS 10 1 (2) 12 using 0 h w/ 1 housing w/ 1" housing 8x10/tie 1 0x1 2/pl te -j Cn T-8 3/8" 0 01 8x8/tie 1 11' housin I 5r, V housing 0 1 Of 8x1 0/tie 0 10 x 12 p I a t e ........... 0 1"housing 1"ho sing ing 1"housing sin\ ZW" offset tenon 1"ho ...... w/ 1/2" housing 3 ...... ZW" offset tenon 2'-6" �A w/ 1/2" housing 0 0 1/ 'housing C? C=) O U) CL 0 C?U) .. 1/2'housing 00 0 00 25- 0- 0 CL bo U) C/) X0 C) C) 0 C) CL LO x x -0-- .......... C) C) C) C) T— x x (D C) C) Lo 00 C) oil off P - — - — - — - — - — - — - - - - - - - - - - — - - - YF .0 6-0 cc 0 0 111-711 121-011 —1 361-011 Drawn By: DIVIK Date: 6-8-22 Review: Review 6-22-22 Review 7-18-22 371-111 REV 12-7-23 AMIN, M:W dft SEG i lUN A LINE A- AS SEEN LINE B Scale: 1/2"= 11.011 Sheet S 1 O FIRE TOWER Delran,NJ Calumet, MI Laramie,WY V*"VVW.ftet.com 401.654.4600 CO 0 t C( LU ij) O 0872 ARdFEssl FIRE TOWER ENGINEERED TIMBER 21 Norman Avenue 401.654.4600 Delran,NJ 09075 ben@ftet.com (2) 10" RSS 10x12/plate Engineer: 1"housing 12 5.96 r 1�0* (2) 10" RSS (2) 10" RSS (2) 10" RSS 1 0x1 0/plate 14'-011 12 2/plate I Oxl L 5.96 [��' *� — I LU 1"housinc V housing ousing N Uj (2) 10" RSS 10 1 C? ft, (2) 12" RSS 10 2"x6" tenon ZxT spline —6x8/joist,typ w/ 1" housing W/wedge 11311311 2"xT tenon (2) 10" RSS 3 off 181-1 1 \\- — w/ 1 housing 2"XT tenon 2"xT tenon I M housing JUN.I 8x10/tie 10 1 w/ 1 housing w/ 1" housing 0 1 OX1 2/pI late: 1-2 — --� 7-8 3/8 1 0x1 2/plate 0 8x8/tie 11 0 11' housin 17, 1"housing., 1.2 — -\ 11 01 8xl 0/tie 1 0x1 2/plate 1 housin 1 housing q 1"housing 2"x4" offset tenon hou 2'W" offset tenon w/ 1/2" housing L! I ...... 2'-6" ..... .... w/ 1/2" housing 1/2"housing C? �j co 00 0 K. 1/2'housing co C:> K" X.. 0 0 C? 00 CL (D- F— Cnti C) 0 Ln X0 C) x x C) C> C) T— 'M x C) x C) Ul) C) Oil Oil - — - — - — - — - — - — - — - — - 0 cc 0 111-711 121-011 —j 361-011 Drawn By: DIVIK Date: 6-8-22 Review: Review 6-22-22 Review 7-18-22 371-111 REV 12-7-23 SECTION R UIVE L23- AS SEEN LINE C Scale: 1/2"= 11.019 Sheet S i 1 FIRE- TOWE R J G I tJ FER A) T I M B E 11 Delran,NJ Calumet, M1 Laramie,WY vvlvvw.ftet.com 401.654.4600 C-9 4z) t 0 08 ARo�Essi FIRE TOWER ENGINEERED TIMBER 21 Norman Avenue 401.654.4600 Delran,NJ 08075 ben@ftet.com (2) 10" RSS 191 1 0x1 2/p -te r yr Engineer: V housing 12 5.96 6 r (2) 10" RSS (2) 10" RSS 141-911 2) 10" RSS 1 0x1 0/plate 141-011 12 1 Ox 1 2/ lte pa 5.96 L-,-' I Uj 1"housing r 1"housinq 0 ousing EO- C� LU (2) 10" RSS 6 jrd (2) 12" RSS der " " tenon 6x8/joist,typ 2 xiB 2'W" spline w/ 1" housing w/wedge 113171 2"x6" tenon (2) 10" RSS LU 81-1011 w/ 1" housing 2"W' tenon 2"xiB" tenon I • ...... - 11 h using w/ 1" housing w/ 1" housing 8xl 0/tie 10 1 • let% I 0x1 2/plate 2( -0 - % L.° 7'-8 3/8" -j 1 L 0 7 8x8/tie 1 11" housin IV, 1" 1 housing, 0 — 11 0_1 01 8x1 0/tie 10x12/plate 0 Ill h using +(9 housing 1 ho ho sing �V housing 2'W" offset tenon - =r ""CIO w/ 1/2" housing 2'W" offset tenon 21-611 w/ 1/2" housing 1 housing 00: bo 0 430 CID, -5 1 'housing co .X: %..., Cn co 0 0 00 'X 04-- 0- CL T- (1) Cn X0 C) C) 0 C) 0- V1- CL x x Cni C) C) C) C) V— x x ark (D 116- coo Oil Oil - — - — - — - — - — - — - — - — - ca 111-711 111-711 121-011 -.11 361-011 Drawn By: DMK Date: 6-8-22 ;r Review: Review 6-22-22 Review 7-18-22 REV 1 12-7-23 371-111 SE C T/004h N (cb, LINE C_ AS SEEN FROM OUTSIDE Scale: 1/2" 11.011 Sheet S 1 2 -IFIRE TOWER ENGITNTERID Delran, NJ Calumet, MI REV 2 Laramie,WY vosevw.ftet.com 401.654.4600 STAIRWAY NOTES: 1. STAIRWAYS SHALL NOT B LES THAN 36" IN WIDTH 2. STAIRWAYS RISERS SHALL BE NO GREATER THAN 7 3/4". 3. STAIRWAYS TREADS SHALL HAVE A MINIMUM RUN OF 10'. 4. THE LENGTH OF RUN AND THE HEIGHT OF RISER SHALL NOT VARY MORE THAN 3/8 IN THE RUN OF THE STAIR. 5. STAIRS ARE REQUIRED TO BE ILLUMINATED. 0 Alt 6. OPEN RISERS ARE PERMITTED IF THE OPENINGS IS LESS THAN 4". 7. TREAD NOSING SHALL BE NOT LESS THAN 3/4" BUT NOT MORE THAN 11/4" ON STAIRWASH WITH SOLID RISERS. EXCEPT WHEN TREADS ARE 11" 72 may; 4 ss1oNP OR MORE. 8. ALL STAIRS WITH 4 OR MORE RISERS SHALL HAVE A HANDRAIL ON AT LEAST ONE SIDE. F IRE TOWER ENGINEERED TIMBER 9. HANDRAILS SHALL RUN CONTINUOUSLY FORM DIRECTLY OVER THE TOP OF RISER TO DIRECTLY OVER THE LOWEST RISER AND SHALL RETURN TO 21 Norman Avenue 401.654,4600 Delran.NJ 08075 ben@ftet.com THE GUARD OR WALL AT EACH END. 10. HANDRAILS MAY BE INTERRUPTED BY GUARD POSTS AT TURN IN THE STAIR. Engineer: LU XXX guard rail """"-------- -------------- --- -- -------------- ---------------- Uj E x C13 woo stairs up Openings for guard rails on the sides of stairs treads shall not allow a'4"o AO AN& VIP sphere to pass through W-W 3'-0 1/4" 3'-0 1/4" rn HiLL ez .......... 34"38 above nosin 's less than 6"o railing- W 9 3/4" —co C13 00 0 ti 3/411 0 ca 1% 0 railing Drawn By: DMK Date: 6-8-22 Review: Review 6-22-22 STA ELEVATION Review 7-18-22 1 film Ho REV 12-7-23 TAIR PLA N REV 2-29-24 REV 3-18-24 Scale: 1/2" = 11.011 Sheet S 1 3