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HomeMy WebLinkAbout50467-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE pN SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50467 Date: 3/22/2024 Permission is hereby granted to: Kinirons,wJoseph _...................... _.......--.................._ 584 Lisbon Rd wwwww. Salem, OH 44460 To: construct single-family dwelling as applied for with SCHD approval. At premises located at: 875 Hillcrest Dr SCTM #473889 Sec/Block/Lot# 13.-2-8.7 Pursuant to application dated 12/21/2023 and approved by the Building Inspector. To expire on . _9/21/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $725.00 CO -NEW DWELLING $100.00 Total: $825.00 _­­'­­'_.._..._._.4............ Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631)765-9502 1kf/ oca.161tr,: Y.win)• Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO, Q Building Inspector.,_._.- __ r Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:12/15/23 OWNER(S)OF PROPERTY: Name:Joseph Kinirons SCTM# 1000-013.0002.00008.007 Project Address:875 Hillcrest Drive, Orient, N.Y. 11957 Phone#:516-761-2660 Email:pinetree2@att.net Mailing Address:584 Lisbon Rd., Salem, Ohio 44460 � CONTACT PERSON: Name:Joseph Kinirons Mailing Address:584 Lisbon Rd., Salem, Ohio 44460 Phone#:516-761-2660 Email:pinetree2a@att.net DESIGN PROFESSIONAL INFORMATION: Name:Robert L. "Ben" Brungraber, Ph.D., P.E. Mailing Address:21 Norman Ave., Delran, N.J. 08075 Phone#:856-329-9330 Emaii:Ben@ftet.com CONTRACTOR INFORMATION: Name:Joseph Kinirons Mailing Address:584 Lisbon Rd., Salem, Ohio 44460 Phone#:516-761-2660 ::1 Email:pinetree2 a@att.net DESCRIPTION OF PROPOSED CONSTRUCTION BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 100,000.00 Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:VaCant Lot Intended use of property:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes B No IF YES, PROVIDE A COPY 8 Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Joseph Kinirons El Authorized Agent I]Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) J0,5 K/A// PONS being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/'her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this z day ofcvnr ,20 �3 ,yurrr+w«w««r,afifire Notary Public STATE .#OF .. � �N ... m .. SON (Where the applicant is not the owner) , j IIfA41191S693 fifi residing _ _..___�. ._. � N '`,• I,��.�_.�__._...�...�w._..........._.�._.... g at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ................... ........ C) iz .......... Yl (n E3 k P gn "Ou ZE :8, 3z tz)I Cb 4j ao 00 Do 8 NI ZI -5 'S C,,u 3z 14 CQI ;k N rl Do (b 'All 00 12 le, > Cb rn �q 6.�l 5' '> 0 4-0 ::L. � ., I N\" \', 'k. "';0 0 N < f :D 4i cn Z Lo .......... to; 'if C')Q Pf C*J; %Z� 6 cz 6 co C'j sot+b7 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 —� �c?$ (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF 1III5 FO' " . Al'I SICiIA ' RE "ST BE 'RI '1N'A:[. tftm h:" FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: M Tax Map No.: i ct ect�?n Plod 1&00 ,60, 07Lot Nam of Curr nt Ap licant: - Cailitig Email Address zee ;Z Name of Current Agent: e#: Mailing Address: AUG 1 6 2024 Email Address: SUFFOLK CO. HEALTH SERVICES DATE OF ORIGINAL APPROVAL: *If more than 6 year. t been g erformed,a new 2EElication will be re aired SECTION 2 " FOR TRANSFERS "II P' EVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/En ' eer/Surve or: Tel#: ( - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4. FOR ALL RENEWALS AND TRANSFERS Application is hereby made to l l TRANSFER,l RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pEsuant to S210.45 of New York State Penal Law." Signature Current A,ppfic t/Agent 4 Date ` 1 Print N e of Cnrrent A li apt/Agent Title DEPAR'I"MEM, ONLY Permit is Transferred/l tt ve .imil Numt ` 6& 1 Signature of Department Representative ._ Date �' WWM-104(Rev. 02/12) B'lriILDll DI""T V4 600 "I rly la YOI/ 41 Ps�� �l tij�� �a r� Generated by REScheck-Web Software ' - „ Compliance Certificateell OD � ' w rt t� �Project Orient875 oe7zBI rr-s Energy Code: 20181ECC FIRE TOWER anl �a, Location: Suffolk County, New York ENGINEERED TIMBER 21 Norman Avenue 401.654.4600 Construction Type: Single-family Delran,NJ 08075 ben@ftet.com Project Type: New Construction Conditioned Floor Area: 950 ft2 �l Glazing Area 18% '% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 875 Hillcrest Drive New Construction Architectural Plans Orient,NY Compliance: 4.7%Better Than Code Maximum UA: 171 Your UA: 163 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope errs ll I Gross Area Assembly or Cavity Cont. Prop. Req. Prop. Req. I Ceiling area of home forming top of insulation 790 38.0 0.0 0.030 0.026 24 21 envelope: Flat Ceiling or Scissor Truss Wall area of home forming sides of insulation 1,351 21.0 0.0 0.057 0.060 62 65 envelope:Wood Frame, 16" o.c. Energy efficient door unit: Solid Door(under 50% 24 0.200 0.320 5 8 glazing) Energy efficient door unit: Glass Door(over 50% glazing) 24 0.300 0.320 7 8 SHGC; 0.25 Window area of home using energy efficient units: Vinyl Frame 216 0.300 0.320 65 69 SHGC: 0.25 Slab of home forming bottom of insulation envelope: Slab-On-Grade(Heated) 113 15.0 1.110 0.645 0 0 Insulation depth: 4.0' Insulation position: Horizontal Insulation Project Title: Orient875 Report date: 12/06/23 Data filename: Page 1 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and hove that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. # Pre-Inspection/Plan Re _ Comments/Assumptions .... �S—eclont Pians�erIfied Field verified and w Value aJalue P Re ID struction drawings Com Ices? vie 103.1, oCon awmgs o� ���� ❑Complies 77 103.2 documentation demonstrate El Does Not [PR1]1 energy code compliance for the ! "t ;building envelope.Thermal ❑Not Observable .envelope represented on �- �� " / ° ❑Not Applicable t t consruction documents. . _ .. ........... 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ,�, ❑Does Not 403.7 ;energy code compliance for ;[ Not Observable 0 [PR3]1 ,lighting and mechanical systems ❑Not Applicable Systems serving multiple i dwelling units must demonstrate ,„ ;compliance with the IECC xar Commercial Provisions. . ....; ... ..... . ..... .. _w�...... ;.. ........ 302.1, Heating and cooling equipment is Heating: ... _� m_..._._.� Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 Hi h Im act(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Orient875 Report date: 12/06/23 Data filename: Page 3 of10 Framing ! Rough-In Inspection Plans Verified w... �._Verified ..W es? �... _..,._ ...... ------ See Sec Ion _ VenfieField Verified Complies? Re .ICE ° V Value plies. Comments/Assumptions tions w ....,... .,,,..,_w. 402.1.1, ;Door U-factor„ U- U- ❑Complies See the Envelope Assembles 402.3.4 ❑Does Not table for values. [FR1]1 j❑Not Observable ❑Not Applicable ...... ................... b_w 402.1.1, Glazing U-factor(area-weighted U- U_ � ....._❑ ornPlies [able foee thewalulepeAssemlies s. 402.3.1, average), ❑Does Not 402.3.3, ;❑Not Observable 1 402.5 ;❑Not Applicable [FR211 i .... ........._ 303.1.3 U-factors of fenestration products _.❑Complies [FR4]1 are determined in accordance " ;❑Does Not 'with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier 77,' '❑Complies � [FR23]1 installed per manufacturer's ° ' ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built �iii //„ []Complies [FR20]1 :is listed and labeled as meeting ii , ��, '� ii ]Does Not AAMA/WDMA/CSA 101/I.S.2/A440 i ❑Not Observable or has infiltration rates per NFRC ❑Not Applicable !400 that do not exceed code ���'��!� ;���� �� ;�� ! ��i/i,< %" _ limits. _ w._........... 402.4.5 IC-rated recessed lighting fixtures' ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for ,diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Complies �._.....�w [FR13]1 boxes are sealed with []Does Not joints/seams compliant with ❑Not Observable International Mechanical Code or ❑Not Applicable .International Residential Code, as- applicable. � 403.3.5 Building cavities are not used as ,* �' ❑Complies [FR15]3 'ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- i❑Complies [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to>_R- ❑Not Observable 1 3. j❑Not Applicable 403.4.1 Protection.of insulation on HVAC �-❑Complies [FR24]1 piping. ❑Does Not 4, ❑Not Observable ❑Not Applicable-------------------- 403.5.3 Hot water pipes are insulated to R R- ❑Complies [FR18]2 >_R-3. !❑Does Not y; ;❑Not Observable ❑Not Applicable y 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 iLow Impact(Tier 3) Project Title: Orient875 Report date: 12/06/23 Data filename: Page 5 of10 Se (ciao insulation Inspection Plans Vo...a ._._ p a F- 3031 ..w_ ...... .-..... ...p......w.s e »NtJ Plants lterifled �Verffied e" t(el Opm ll+es'��.. ornn^�en^tls�nrn flans... All installed nst llstalled insulation is labeled ❑C'omplies es ❑Does Not provided. �❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R R_ ,OComplies See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the '❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass !❑ Mass ^ONot Observable [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel °❑Not Applicable requirement applies(FR10). 303.2 Wall insulation is installed ®Complies [IN4]1 .manufacturer's instructions. �� %�� ;;❑Does Not []Not Observable ❑Not Applicable ; Additional Comments/Assumptions: q�1 @-filth Impact("f"ier 1) 2 Medium Impact{Tier 2) 3 Low Impact(Tier 3) Project Title: Orient875 Report date: 12/06/23 Data filename: Page 7 of10 Final Inspection._ Plans Verified... FieldV eriffed �� ..... ...is ._......�..p.� Ite iol Provisions Complies? , Co Pt lies? Comments/Assum tlons 403.6"�.._.� All mechanical ventilation systern ❑Com lies (F12512 fans not part of tested:and fisted ❑Does Not HVAC equipment meet efficacy `' ®Not Observable and airflow limits per Table �' `❑Not Applicable R403.6.1. _ ...........__... .w_...... _.._ _.. ...._.�...._. 403 Hot water boilers supplying heat ❑Complies [17I26]2 through one_ or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature.403,51.1 _www�.........w�. _ ..ww.... ❑Com lies Heated water circulation systems P [F12 )� have a circulation pump.The „%, ❑Does Not system return pipe is a dedicated , [ Not Observable return pipe or a cold water supply, pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump `" °�/'A when water is in circulation loop is at set-point temperature and „ „ y�� no demand for hot water exists � ���„ z, 403„5,1.2 Electric heat trace systems Conplies comply with IEEE 515.1 or UL C]Does Not 515.Controls automatically ]Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the piping• __...... _,.w................. .._._._. 403 5.2 ;Demand recirculation water ❑Complies 30]2 systems have controls that []Does Not manage operation of the pump ❑Not Observable 'and limit the temperature of the water entering the cold water ❑Not Applicable piping to <= 1049F. _ww. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not B55.1.Potable water-side ❑Not Observable pressure loss of drain water heat recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for ;' individual units connected to three or more showers. ' [ Oom hies w......... . 404.1 _ 90%or more of permanent p [F1611 fixtures have high efficacy lamps. []Does Not ❑Not Observable > UNot Applicable -404.1.1 "Fuel gas lighting systems have � DComplies � � [FI23]3 no continuous pilot light k E]Does Not ❑Not Observable "❑• Not Applicable 40,1;3 Compliance certificate posted. ❑Comlies" P (F17]2 ®Does Not []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Orient875 Report date: 12/06/23 Data filename: Page 9 of10 2018 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 15.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.30 0.25 Door 0.20 0.25 Equi me' nt if Heating System: Cooling System: Water Heater: Name- Date: Comments Telephone(631)765-1802 Town Hall Annexes 54375 Main Road Fax(631)765-9502 P.O. Box 1179 � Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF ITILI ! "fI ?N OF TRUSS TYPE Ct: NSTRDCTItN PRE-ENGINEERED WOAD C NSTRI CTI ON AND TII'�BER CD►NSTRDCTION Date: /2' InSonr Kinir0ns Owner: .... wM�. . .w_.., _.� �.._.. ...._._._....__��....._ _...w......_... ...._ ...... w_.....__.. Location of Property: _ .� ..Is i -o � o i+ ... � � � 4 � Xa.evi Dr. Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure __ _...w.ww_.... ,_ Rehabilitation to an existing commercial or residential structure to be cons tructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) _.,w........m Pre-engineered wood construction (PW) X Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) __......__........Xw.w..w_. Roof framing (R) Floor and roof framing (FR) Signature: �A ....._.--------- .. _.. __. .,._.... __.. .... ... __...____.N. Joseph Kinirons Name(person submitting this form): --,,-.,,- Capacity(check applicable line): x Owner __._ .__ ..._. Owner representative TrussReg15.docx Effective 1/1/2015 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