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BLD-23-003344
.. oF•YgR BUILDING PERMIT APPLICATION • • • . ..,•.- ''0 APPUCATION TO CONSTRUCT,REPAIR, RENOVATE, CHANGE THE USE,OCCUPANCY OF, O i C` OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING. '..4e._. In ,� M.._.TTncrifp.. Town of Yarmouth Building Department l'A gin'"' 1146 Route 28 • Yarmouth. MA 02664_.E492 Tel: 508-398-2231 ext. 1261 Fax 508-398-0836 iI11 Office Use Only Planning Board Information Assessors Department information: Peri O—.2-3-Ob31, a Plan,Type • Map Permit Fee SLI Fli L'Z1/' Endorsement Date / Recording Date New Deposit Recdtan. $ Date 1.4 Property Dimensions: Net Due $ X Other Lot Area(sf) Frontage(ft) Lot Coverage This Section for Office Use Only Building Permit Number: Date Issued: Signature: • �_� .� 1,9--,A0-a Ce rcate of Occtipat cr.. a' Building Official Date _ - is Is nal '' Section 1 - Site Information t L 1.1 Property Address: 1.2 Zoning Information _ / t� •B[.�.�-- �s�ncr� r at -UlF�Es �jt:rr_A►'r�"IJ�qj,JF Zoning District Proposed Use 1.3 Building Setbacks(ft) • Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 30 ' 03 e ) 113 1.4 Water Supply(M.p.t,c.40.3 54) 1.5 Flood Zone information ublic Commentz - Private Zone: BFE Section 2- Property Ownership/Authorized Agent • 2.1 Owner of Record: o ten OO CI.(Amp 11•4-k JO to RV,4g 5.yizrrnr j�l MA Name(print) Mailing Address: _,.--Te>'ephone Telephone 2.2 Authorized Agent: Email Address: 4(n(v5 Rct±-€) (nivl illit ©, (ocf Name(print) Mailing Address: '"- C1 %i .41m_66t,1idu%lfheialSi ,C /14, ignature`,•..,„_ Telephone Fax Email Address:_ j • Section 3 - Construction Services I • 3JIcensed Construction Supervisor: Not Applipable I I filOirhv 14.1L 1 iNVN ,, C.5 - c8 19•o 6 tlo(oJ" Q-DLL € to EaskiVo n. i'\A - 0a (0`t a\ license Number Address i a I ,/ 50S-a'W Jar 1 14 in\o 1`aw.,Ili1CCrtslra Expiration Date "� Signature Telephone Email Address: com) \ ' ` s . f ' • '' Section 6 - Description of Proposed Work(check all applicable) New Construction [� I (tor multiple family only) No.of Bedrooms I (for multiple family only) No,of Bathrooms Existing Bldg. 0 I Repair(s) ❑ Alterations I ❑ I Addition ❑ I Accessory Bldg. ❑ Type !Demolition I Other Specify: Brief Description of Proposed Work: L ' e1.! I • aCe- le re,. 1.. 1. Section 7- Use Group and Construction Type 1 Building Use Group(Check as applicapable) Construction Type , • A ASSEMBLY ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A [] A-4 ❑ A-5 ❑ 180 B BUSINESS ❑ ❑ 2A E EDUCATIONAL ❑ 28 0 F FACTORY CI F-1 ❑ F-2 ❑ 2C ❑ H HIGH HAZARD ❑ ❑ 3A I INSTITUTIONAL ❑ I-1 ❑ 1-2 ❑ 1.3 ❑ 38 0 M MERCHANTILE ❑ 4 ❑ _ R RESIDENTIAL ❑ R-1 ❑ R-2 ❑ R-3 ❑ sA ❑ S STORAGE 0 S-1 ❑ S-2 ❑ 53 ❑ U UTILITY SPECIFY: M MIXED USE ❑ S SPECIAL USE SPECIFY SPECIFY: •f l re- . 1-204.,2 i °lei I Complete this.section if existing building undergoing.renovations;additions and/or change hi use. Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34 Proposed Hazard Index 780 CMR 34 Section 8 Building Height and Area ' Building Area Existing(if applicable) • Proposed Number of floors or stories include basement levels Floor Area per Floor(sf) - , Total Area All Floors (sf) Total Height(ft) • ;13c1 r - a ri Section 9 - STRUCTURAL PEER REVIEW (780CMR 110 11) Independent Structural Engineering Structural Peer Review Required Yes_ No I SECTION 10a OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, , as Owner of the subject property, hereby authorize to act on my behalf, in all m- ers rel:: Wit. work authorized by this building permit application. • 74i i/t.---°,...- Signature of Owner Oats • SECTION 10b OWNER/AUTHORIZED AGENT DECLARATION t r rr►O•-hti V K f\ , as Owner/Authorized Agent hereby declare that the statements and information on the forgoing application are true and acurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name _ • /7/W7 L. Signa ,.....- _"7 •ent Date Section 11 - ESTIMAT�ONSTRUCTION COSTS Item Estimated Cost(Dollars)to be completed by permit applicant 1.Building 2 Electrical 3.Plumbing/Gas 4,Mechanical(I•1VAC) •• • 5.Fire Protection 5.Total=(1+2+3+4+5) Wi000r(q 7.Total Square FL(tor now smrsnes t adaeom) Check Below • ❑ Conservation-Commission Fling (if applicable) ❑ Old Kings Highway&Historical Commission approval (if applicable) • • 3.2 Registered Home improvement Contractor. Company Hdarne Not Applicable ❑ • CSGe-V-- Leine. pec n) 3'7 d28 Address t Registration Number WR -r9•4O It 4Expiration 1 3 Date Signature Telephone • Section 4-Workers'Compensation Insurance Affidavit(M.G.L c. 152 S 25C(6) • Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. • Signed Affidavit Attached Yes No • Section 5- Professional Design and Construction Services-for Buildings and Structures Subject to Construction Control Pursuant to 780 CMR 116(containing more than 35,000 c.f. of enclosed space) Section 5.1 Registered Architect Not Applicable ❑ Ramo(Registrant): Registration Number Address Expiration Date Signature Telephone Section 5.2 Registered Professional Engineer(s) • Hame Area of Responsibility Address Registration Number Signature Telephone Expiration Date • Name. Area of Responsibility • Address Registration Number Signature Telephone Expiration Date • Hama • Area of Responsibility Address Registration Number • Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Section 5.3 General Contractor • Not Applicable 0 Company Name Person Responsible For Construction Address Signature Telephone THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:Corporation Office of Consumer Affairs and Business Regulation Registration ,° Expiration 1000 Washington Street -Suite 710 137298 = -11/05/2024 Boston,MA 02118 LAND CAPE, INC. D/B/A COASTAL LAND DESIGN' q<. TIMOTHY D.KLINK • 4665 STATE HIGHWAY ROUTE'6- rf4}.� EASTHAM,MA 02642 Undersecretary Not valid without signature Commonwealth of Massachusetts fill Division of Occupational Licensure Board of Building,Re ulations and Standards Const ibnrthrvisor _ F CS-081206 -4, 7 spires:02/22/2024 TIMOTHY KL IK i 6 4665 ROUTE " EASTHAM MY,02642 Commissioner !. ZYConba, DEBRIS DISPOSAL FORM In accordance with the provisions of MGL c 40, S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 1 l 1, S 150A. The debris will be disposed of in: LOCATION OF FACILITY Signature of • ►: 'cant ate/ • AFFIDAVIT As a result of the provisions of MGL c 40, S 54, I acknowledge that as a condition of Building Permit Number _ all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. I certify that I will notify the Building Official by (two months maximum)of the location of the solid waste disposal facility where the debris resulting from the said construction activity shall be disposed of,and I shall submit the appropriate form for attachment to the Building Permit. I I • t date so--T ''a mit licant (PRINT OR TYPE THE FOLLOWING INFORMATION) • 0.11--;:{0 L'--E_—tk�L Name of PeEmit Applicant 6)A-S LA/JL i -C._ ��1 es /a/`( Firm Name, if any Client#: 98834 LANDCAPE ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 7/08/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAMEACT Nora England Starkweather&Shepley(WW) (AH/CN o Ex():781 320-9660 FAX No): 508-718-2407 Insurance Corp.of MA E-MAILE DSS: nengland@starshep.com PO Box 549 INSURER(S)AFFORDING COVERAGE NAIC# Providence, RI 02901-0549 INSURER A:Arbella Mutual Insurance Company 17000 INSURED INSURER B:Associated Employers Ins Co/AIM 11104 Land Cape, Inc. INSURER C: 4665 Route 6 Eastham,MA 02642 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY X X 8500067438 06/21/2022 06/21/2023 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $100,000 MED EXP(Any one person) $5 000 _ PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO- _ POLICY JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 _ OTHER: $ A AUTOMOBILE LIABILITY X X 1020065842 06/21/2022 06/21/2023(E°aBc deD SINGLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNEDSCHEDULED AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ X AUTOS ONLY X NON-OWNEONLY D — PROPERTY DAMAGE _ AUTOS (Per accident) $ $ A X UMBRELLA LIAB X OCCUR 4620081710 06/21/2022 06/21/2023 EACH OCCURRENCE $1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1,000,000 • DED X RETENTION$10000 $ B WORKERS COMPENSATION WCC50050237312021A 11/25/2021 11/25/2022 X PER OTH- AND EMPLOYERS'LIABILITY Y/NANY STATUTE FR OFFICER/MEMBER EXCLUDE/EXD?ECUTIVE y N/A E.L.EACH ACCIDENT $1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 — DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Additional Insured and Waiver of Subrogation apply per written contract or agreement as shown above. CERTIFICATE HOLDER CANCELLATION • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN • ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1 ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S1944010/M1943214 PAT2 ,...±1.:,..\\ /{C ' u, ,,iu,iIVGLIIL uj .... GLLJ L nKLLNLUJ Department of Industrial Accidents 1, __•-"f Office of Investigations ;� _=1p.�l— t11 Lafayette City Center / 2 Avenue de Lafayette, Boston,MA 02111-1750 el ��'.•`�* www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual):Land Cape, Inc. Address:4665 Route 6 City/State/Zip:Eastham, MA 02642 Phone#:508-240-2114 Are you an employer? Check the appropriate box: Type of project(required): 1.El I am a employer with 12 4. ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors listed on the attached sheet. 7. 0 Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees These sub-contractors have 8. 0 Demolition working for me in any capacity. employees and have workers' 9. 0 Building addition [No workers' comp. insurance comp. insurance. required.] 5. El We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Associated Employers Insurance Company/AIM Policy#or Self-ins. Lic.#:WCC-500-5023731-2021A Expiration Date:11/25/2022 Job Site Address:5c:10 P";t.,l.,eJt :1-5\ ci- `-c\- City/State/Zip:S. ?c1 i it4.L MCI,03-(0y'4 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine I! of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Si.nature: --+. - Date: Phone#: 508-240-2114 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(check one): 10Board of Health 20 Building Department 30City/Town Clerk 4.0 Electrical Inspector 50Plumbing Inspector 6.0Other Contact Person: Phone#: iiivil) YARMOUTH FIRE PREVENTION Commercial Construction Building Transmittal Project Name: YFD Training Building Address: 520 Buck Island Rd. Contact Name: Jon Sawyer Phone: 508-398-2212 Y NO NA Subject Regulation E S X Access for Fire Apparatus 527 CMR 1; 18.2.4.1 X Building Numbers MGL Chapter 148;sec 59 X *Flammable gas/liquid storage 527 CMR 1;42.2.2.1 X Fire Lanes 527 CMR 1;22.3 X *Service Stations 527 CMR I ;162.3,162.3.1,30.3.2 X *Hazardous Materials Storage 527 CMR l;60.1 X *Kitchen Exhaust Systems* 780 CMR,527 I;50.1 X Extinguishers 527 CMR 1; 13.6,Chapter 148;sec 28 _ X Fire Alarm Systems/CD detection* 780 CMR,Chapter 148;,527 CMR 1; 13.7 X *LPG Storage Chapter 148;sec 9,10,28&527 CMR I;69.1 X Use and Occupancy(FH Building Class) 780 CMR;302.1 X Sprinkler Systems* 780 CMR&Chapter 148 sec 26 A-1 X Storage inside/outside Buildings 527 CMR 1; 10.19.4,4.4.3.1.1,19.1 2,34.1.1 X *Upholstery _ 527 CMR 1;20.6 2.5 _ X *Trash Containers 527 CMR 1; 19.1.1, 1.12 X Any Hazard to the Public Chapter 148;sec 28 C *Curtains,DraperiestBlinds 527 CMR 1; 12.6.2 *YFD permit required-depending on occupancy and submittal *Per 527 CMR 1 13.1.1,contact Yarmouth Fire Department for acceptance test. *Per 527 CMR 1 13.1.8,a permit is required from the Fire Department to shut down any fire protection system. Yarmouth Fire Department supports the application,subject to applicable submissions, permits and inspections. Plan Reviewed By: Captain/Inspector Nettie.9'fuca Date:06/06/2022 Copy for Applicant O Copy to Building Department II Copy to Fire Prevention Entered in Firehouse 0 Final Inspection 4`4-r TOWN OF YARMOUTH WATER DEPARTMENT • 99 Buck Island Road West Yarmouth,MA 02(73 Telerhssne: 1508)771-7921 • Fax:(5081 771-7998 BUILDING PERMIT APPLICATION FOR WATER DEPARTMENT SIGN OFF TRANSMITTAL FORM BUILDING SITE LOCATION: 520 Buck Island Rd. (eke 92 Town Brook Rd) PROPOSED WORK: Construct Prefab Steel Building for Fire Training APPLICANT: Jon Sawyer P e Wit. s ADDRESS: 96 Old Main St.South Yarmouth.MA 02664 TE LPHON E: 508-398-2212 RESIDENTIAL AND/OR COMMERCIAL BUILDING Watcr Depanment: Dctccmin=Compliance of Water Availability and or existing location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Act;i.e.If lot(s)border any type of wetlands.streams,ponds,rivets,ocean.bop.boys.rttarshland1 ETC... Health Department: Determines Compliance to Stale and Town Regulations.i,e. rrquirr nnents for Septage Disposal and other Public Health Activates Fire Dcpanment: Determines Compliance to State and Town Requirements for Personal Safety,Property Protections,i.e.Smoke Detectors,Sprinkler Systemsetc • r CA`' SIGNA DATE, OFFICE USE:COMMENTS ON PF.RAIIT APPROVAL OR DENIAL EWED B DIVISION(SIGNATURE) ATE • ... • . . Ev7e5.;.-.••:.---Fz'4::'i i..:' ., .,..-. - . ....... ........... . "•,:.:.'„*.'" pri I .1116riglirilifl LOCUSAME _ • OCI"'" ..ir / _..., ... • ,, ......_ •9r. /// (.M... . . , wear 4 triegt -.K..I.; I:• -. • N.:J.. Rao . 1. :,-;-:,..--.........,,:- ..,.. _ mt. p 4-.41° ai..4 Wilasto OS • 0440•04•4•40 .0.00, ..,..i --.1 111.0.. ,..4•11.016 / `- ....--•-...,-.,... .. / ... -''" , ... _ •.,..,2 .."-4-9 -. 1. 41011*.:\ / PROPOSED • - N---•4 -s lik\ • FIRE TRAINING :..- - --- - -,- -• •• MOM Id 4 IWO ...I.,:!; .." • INF If....,_ SM tUCg HUM It. .., - 4 . 4.1 111111, ii• , 1 •,-..9,...••• fl,.. ••• .. =II..!SO • • '••.1- ... T. ...:11 1.- i 1. . .. ' kill14111 ';14. . ft & ":.=:•:,--.2.--- :sr 1 ... WI3TTAIMOUTH ...-4.e, e ! .111,, MASSACHUSETTS I • • . , ..r.:1.. wagrarmoram . It ., 4.,,,r • *., ..• .., SITE KAN I 1410 . f. ... 1 r..6•.. ,- , Rs- 1 . 14011017 Caen I . .. .." ri, , . 0.• r a :i - t . •-• C • . I .114 . . _ I F .. . ..,. innt'S INMPIAATIOM . 1 • OMR 0.114 um0i,u0.10. I eett. , I `qC4 mA ow= us .OWL PM I* 00 NIIMPIn 01101 am 40.140 II I - %''''.....11".4.151% ' • wkik:ORK MUST CONFORM TO ALL ..... 0 ftima. a ser0s= ire .... s.z. "61" MI I NM I •••••••••mow le wawa it. allearn nu WIMIENi IL1.1 fir MOM" $146 WY Ili NM 110101111.WI NUM 0•• °344140•BSCIS.04°1143UPO te.humd111104.045 Win T I WN B4 AW/ S & REGULAT1100 zz ..."_-'" ...----.1-.. I • ARM rs-c . WATER DEPT A . oura IL Maw INIINM, WPM It.IIIIII 'WM AO aPiallil OMNI WC NM=MN MM., WPM IA OM 0,.... 0.••••... /OIL r•ir 15Wffar-- 1•91FIIIMII 0 I • kr I. •o; " TOWN OF YARMOUTH S HEALTH DEPARTMENT Y • _ PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: 520 Buck Island Rd. (aka 92 Townbrook Rd) Proposed improvement: Construct Prefab Steel Building for Fire Department Training. Only water will be used for training, absolutely no firefighting foam or other toxic or hazardous Applicant: Jon Sawyer Tel.No.: 508-398-2212 Address: 98 Old Main St.South Yarmouth, MA 02664 Date Filed: 616/22 "lfyou would like a-nurll notification ofsign off please provide e•maiaddress: )sawyer s yarmouth.ma.us Owner Name: Town of Yarmouth Owner Address: 1146 Rt.28,South Yarmouth Owner Tel.No.: 508-398-2212 RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations;i.e.,Requirements For Scptage Disposal and other Public Health Activities. Please submit three(3)copies of plans,to include: (L) Site Plan showing existing buildings,water line location, and septic system location; (2.) . Floor plan labeling ALL rooms within building (all existing and proposed)-- Note Floor plans not required for decks,sheds,windows,roofing; (3.) If necessary,Title 5 application signed by licensed installer with fee. REVIEWED BY: Ca2P �-- i - _ Z Z k DATE: - C PLEASE NOTE CO ENTS/C•NDITIONS: AL. G -4- - y M1 .., � ij'1 ee r-e-cl rim" O v�lP poo 11c a wl/41,5 ec#a-de vi901y, S-tdr-r te--fes-- ry r -c- T -i r a,rt -f-f i,1i.x,- G -C/sP5 sfrice4d kie c►-•, �}�c�/ _to ,-z re- - AT P o TOWN OF YARMOUTH rt+ 4. 1146 ROUTE 28 SOUTH YARMOUTH MASSACIIUSErfS 02664-4451 Telephone(508)398-2231,Ext.1230—Fax(508)760.4830 Engineering and Surveying Division Building Permit Review Residential and/or Commercial Buildings Name of Applicant: Jon Sawyer Telephone or Email Address: 5D8-398-2212 jsawyerayarmouth.ma.us Proposed Building Location: 520 Buck Island Rd. (aka 92 Town Brook Rd) Date Submitted: 8/6122 Requirements for review: Please submit one(I)copy of plans,to include: I. For Residential: Site Plan showing proposed and/or existing buildings, proposed contours with bench mark,water service location,and septic system location. For Commercial: Site Plan showing details required by the Zoning By-law and revisions required by Site Plan review,if any. Note: Site plans must be signed and stamped by a Licensed Professional Land Surveyor and Engineer or Sanitarian 2. House or Building-Floor Plan(s)and Elevation Plan(s) 3. One(I)copy of application. Reviewed BY DateO J 19113 f PLEASE NOTE Comments/Conditions: UNt kiNfs\ (XI_ 10 51© boat sip p90 Pilled to Modal how Training Tower Residential Fire Training 1011.- Building towers/lower-niodelsldi... Nyl-e:;"c),Tt'''') C7444 11 a $, .; STEEL FIRE TRAINING TOWERS .,, r he Battalion x'11 ef » �#wt :x marr. 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CONTACT US - 1-800-929-3726 314 WILBURN ROAD SUN PRAIRIE, WI 53590-9401 1of2 8f19121, 10:55AM ya M llik Cf;:lit11)YARMOUTH FIRE PREVENTION Commercial Construction Building Transmittal Project Name: YFD Training Building Address: 520 Buck Island Rd. Contact Name: Jon Sawyer Phone: 508-398-2212 ' Y NO NA Subject Regulation E S X Access for Fire Apparatus 527 CMR I; 18.2.4.1 X Building Numbers MGL Chapter 148;sec 59 X *Flammable gas/liquid storage 527 CMR 1;42.2 2.1 X Fire Lanes 527 CMR 1;22.3 X *Service Stations 527 CMR 1 ;16.2.3,16.2.3.1,30.32 X *Hazardous Materials Storage 527 CMR I;60.1 X *Kitchen Exhaust Systenu* 780 CMR,527 1;50.1 X Extinguishers 527 CMR 1; 13.6,Chapter 148;sec 28 X Fire Alarm Systems/CO detection* 780 CMR,Chapter 148;,527 CMR 1; 13.7 X *LPG Storage Chapter 148;sec 9,10,28&527 CMR 1;69.1 X Use and Occupancy(FH Building Class) 780 CMR;302.1 X Sprinkler Systems* 780 CMR&Chapter 148 sec 26 A-I X Storage inside/outside Buildings 527 CMR 1; 10.19.4,4.4.3.1.1,19.1.2,34.1.1 X *Upholstery 527 CMR 1;20.6 2.5 X *Trash Containers 527 CMR 1; 19.1.1, 1.12 X Any Hazard to the Public Chapter 148;sec 28 C *Curtains,Draperies,Blinds 527 CMR.1; 12.6.2 *YFD permit required-depending on occupancy and submittal *Per 527 CMR 1 13.1.1,contact Yarmouth Fire Department for acceptance test. *Per 527 CMR 1 13.1.8,a permit is required from the Fire Department to shut down any fire protection system. Yarmouth Fire Department supports the application,subject to applicable submissions, permits and inspections. Plan Reviewed By: Captain/Inspector Neui .S(ud Date:06/06/2022 Copy for Applicant I=1 Copy to Building Department II Copy to Fire Prevention Entered in Firehouse n Final Inspection ,. • -;'?,, TOWN OF YARMOUTH BUILDING DEPARTMENT ' 1146 Route 28,South Yarmouth,MA 02664 � �' 508-398.22331 ext.I26OFax 508-398-0836 SITE PLAN REVIEW APPLICATION Date: November 4, 2021 Forme use oety:Review Dote Time Property Address: 520 Buck Island Road, W. Yarmouth AKA g, Tow° Amok Rd. Ameasors'Map 45 Parcd(s) 88 Zoning District(s): R-1 Flood zona X Basinem Name: Yarmouth Fire Department, Station 3 Applicant's Namie; Town of Yarmouth Owner or Corp.Name(Ifd t): Applieimt'sAddres; 1146 Route 28, South Yarmouth, MA 02664 A 'sPhoneNo.: (5081398-2231 Essbem/Surveyor'sNam*); Brian G. Yeraatian, P.E. (BSC Group, Inc.) Deaaripdon of Proposed Project(attach additions pages if necessary): The applicant is proposing to construct a Training Facility at the locus property. List of all Hazardous Materials and Q (attach if necessary): 1000 gallon propane tank Is the Proposed Construction Within 100 Feet of a Wetland? Yes No X List and Attach Copies of Prior Board of Peddons.Thisinformation cn be obtained from the Board of Appeals Office. •t ► /. Stilabne of �, .', "f • Date 1914121 Rev.05•96 .og ,,-. 4. o TOWN OF YARMOUTH UTH -t4 " , 1146 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS 02664-4451 I - Telephone(508)398-2231,Ext.1250—Fox(508)760-4830 Engineering and Surveying Division Building Permit Review Residential and/or Commercial Buildings Name of Applicant: Jon Sawyer Telephone or Email Address: 5D8-398-2212 jsawyer©yarmouth.ma.us Proposed Building Location: 520 Buck Island Rd.(aka 92 Town Brook Rd) Date Submitted: 6/6(22 Requirements for review: Please submit one(1)copy of plans,to include I. For Residential: Site Plan showing proposed and/or existing buildings, proposed contours with bench mark,water service location,and septic system location. For Commercial::Site Plan showing details required by the Zoning By-law and revisions required by Site Plan review,if any. Note: Site plans must be signed and stamped by a Licensed Professional Land Surveyor and Engineer or Sanitarian. 2. House or Building-Floor Plan(s)and Ele%ation Plan(s) 3. One(1)copy of application. r Reviewed BY: , 1111 1 I. �1 I. Date(fl 1111173 PLEASE NOTE Comments/Conditions: li)ktAt a (1\1(kt% C 1 SQL S S A hided en RUgslis/apt si'` A'ty TOWN OF YARMOUTH A-�: A HEALTH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: 520 Buck Island Rd. (aka 92 Townbrook Rd) Proposed Improvement Construct Prefab Steel Building for Fire Department Training. Only water will be used for training, absolutely no firefighting foam or other toxic or hazardous M teria;s will bP roloased Applicant: Jon Sawyer Tel.No.: 508-398-2212 Address: 96 Old Main St.South Yarmouth, MA 02664 Date Filed: 6/6/22 •'Ifyou would like a-mall notification of sign off please provide email address: jsawyer@yarmouth.ma.us Owner Name: Town of Yarmouth Owner Address: 1146 Rt.28, South Yarmouth Owner Tel.No.:508-398-2212 RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations;i.e.,Requirements For Septage Disposal and other Public Health Activities. Please submit three(3)copies of plans,to include: (1.) Site Plan showing existing buildings,water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) Note:Floor plans not required for decks,sheds,windows,roofing; (3.) If necessary,Title 5 application signed by licensed installer with fee. C REVIEWED BY: DATE: 6 _ 2o 22 PLEASE NOTE CO ENTS/C NDI TIONS: '-rci n G -—f-Pte cibsiv e r ee�G� Gr► $ (�;�x� l � : E�Z1 -76f-,y(/ Pro • ��-. ire ice/ // 1SS`2C) ct-s" .fir y al Jam. !.� ,r,,.r A 17 s��-+;r 1.54r-z '- ` Pp Pc,io ltc arr/14fn� cv410%- 5?-773 y. 5- --,,-1 -#00,1 -1-r irI!4?5' e t-c,s 5 s fic44si ke ern FASTEN FLOOR/ROOF PANELS TO FRAMED OPENING HEAD CHANNELS v REVISIONS ay, JOISTS WITH #12 x 1 1/4" S.D. FLOOR PANELS SCREWS #760602 AT 2'-0" O.C. 6" x 1" 18 GA. (EACH JOIST) MITER TOP CORNERS OF - (' THE FRAMED OPENING TRIM I WALL STUDS 1 #381150 "-- — 4"..x 2" 20 GA. "CEE" 11 j IMPORTANT: `, / / WALL PANELS - + PLEASE NOTE ONE LEG OF THE / ENSURE THAT THE BOTTOM EDGE OF • e' FLOOR PANELS IS LONGER. THE ,, 6" x 3/4" 18 GA. THE UPPER PANEL IS DIRECTLY IN LONGER LEG SHOULD BE PLACED _ ' — THE CORNER BEND OF THE LOWER PANEL UNDER THE SHORTER LEG TO J FRAMED OPENING TRIM #381150 TO ENSURE INTERIOR DARKNESS r"I ' AND FASTEN WITH POP RIVETS #762050 ENSURE HAA FLAT FLOOR SYSTEM. WFATHTE#12 xN Lt /4L ESSDTOSTUDS SCREWS ���— II \--FLOOR JOISTS © 18" ON CENTER EACH FLANGE OF TRIM 8" x 2 ,/2" "CEE" - #104170 AT 2'-0" O.C. (EACH STUD) �I I VIII ENSURE THAT THE SCREW IS SECTION THRU HEAD II J TYPICAL FLOOR PANEL FASTENING DETAIL WALL PANEL II DRIVEN HARD ENOUGH To _a dg a ;,- BRING THE PANELS TOGETHER .,i scale: 1 1/2" = 1'-0" FRAMED OPENING STUD IN FIRM CONTACT - e /,_ FLOOR PANEL SECTION THRU JAMB 6" x ,•' ,a GA. T TYPICAL WALL PANEL FASTENING DETAIL 11111 scale: 1 1 2" = 1-0" TOWER SWING DOOR TRIM DETAILS / WALL PANEL SPLICE BACK MITER TOP CORNERS OF THE PLATE #382430, 6" x 3/4" 26 GA. N I1 FRAMED OPENING TRIM JOIST #381150 =W MIMIa8" x 2-1/2" "CEE" w °IFRAMED OPENING SILL & HEAD CHANNELS ���II `— ( I m m o IIII WALL STUD w w FLOOR PANEL SPLICE -.• I IIII _� I 4" x 2" 20 GA. "CEE" � � PANEL JOINT BACK PLATE, 6" x 1" 26 GA. #382200 FRAMED OPENING SHUTTER DOOR _ l I N z FLOOR PANEL SPLICE PLATE _ STOP #381830 AROUND ENTIRE z w � -- . OPENING FASTEN WITH #12 x 1-1/4" a S' scale: 1 1/2" = 1'-0" I SCREWS #104170 PANEL JOINT ' -1' g 8 & WALL PANEL FASTEN TRIM TO PANELS ► -}U 6" x 3/4" 18 GA. o o o FLOOR OPENING TOE WITH #8 x 1/2" FLATHEAD 11 FRAMED OPENING TRIM #381150 AND ` " g "' m " ANGLE #399000 SCREWS #508672 AT 6" O.C. f' SECTION THRU HEAD WALL PANEL SPLICE PLATE (INSTALL WITH HEMMED LEG UP) FASTEN WITH POP RIVETS #762050 a m e z wa FLOOR EDGE TRIM #380004 '`� \18" ON CENTER EACH FLANGE OF TRIM scale: 1 1/2" = 1'-0" o W FASTEN ANGLE TO JOISTS WITH x e n o a #12 x 3/4" S.D. SCREWS `^ ;' ' WALL PANEL #760600 AT 2'-0" O.C. - "1 FRAMED OPENING STUD MITER ALL CORNERS WALL STUD `1.1..1.11.1 APROXIMATE FLOOR PANELS OF THE FRAMED I SECTION THRU JAMB y a IMPORTANT: FOLD UNE.45' OPENING SHUTTER AT THE TOP AND BOTTOM OF STAIRS, 6" x 1" 18 GA. WALL PANEL' —WALL PANEL W_w THE OUTSIDE CORNERS OF TOE LEVEL OF DOOR STOP #381830 ANGLES SHALL BE FOLDED AT A FLOOR PANEL I II FRAMED OPENING SILL TRIM/CHAFE RAIL 3/4'X 6" 18 GA. / %4'X 6" 18 GA. °o 45'ANGLE TO FLOOR PANEL TO INSTALL END CAP (3040 SHUTTER) #381630 r 2 �,m�N PREVENT SHARP EDGE SITUATION. FLOOR JOISTS I / 8" x 2 1/2" 16 GA. "CEE" #380260 AND FASTEN (6040 SHUTTER) #382630 '� NactF WITH POP RIVETS z �� ANGLE TRIM #388030 AND — °p x a #762030 WALL PANEL FASTEN WITH POP RIVETS z m<� oww TYPICAL FLOOR OPENING TRIM DETAIL SECTION THRU SILL #762030 0 18" ON CENTER FASTEN TRIM TO PANEL Q w ._..W4 scale: 1 1/2" = 1'-0" CORNER TRIM #380330 WITH #12 x 3/4" S.D. w�x�® vaawo SCREWS #104080 © 6" O.C. w Fz"�z (CENTER OF EACH PANEL) 1 FASTEN TRIM TO STUDS WITH FASTEN TRIM TO PANELS W LLa?N� #12 x 3/4" S.D. SCREWS WITH #12 x 3/4" S.D. TOWER SHUTTER TRIM DETAILS (SHUTTERS THAT SWING IN) TYPICAL EXTERIOR CORNER TRIM DETAIL wo��w #760600 AT EACH STUD SCREWS 760600 AT 6" O.C. �_w w # scale: 1 = 1'-0" �z,.m2 scale: 1 1/2" = 1'-0" 1/2" . ■ JFLOOR EDGE TRIM #380001 ---- TT Y� u_jm�'Q , MITER TOP CORNERS OF THE rn gw `== —= FRAMED OPENING TRIM w o #381150 FASTEN ROOF PANELS TO JOISTS WITHc,°°Z,, / , #12 x 1-1/4" S.D. SCREWS "'LL,:; FLOOR PANELS 1 FRAMED OPENING SILL & HEAD CHANNELS #760502 AT 2'-0" O.C. (EACH JOIST) ©� �� WALL STUDS 6" x 1" 18 GA. g ROOF PANELS ® o 4" x 2" 20 GA. "CEE" FRAMED OPENING SHUTTER DOOR STOP 36 x 1-1/2' 18 GA. FLOOR JOISTS #381830 AROUND ENTIRE OPENING i i I 8" x 2-1/2" 16 GA. "CEE" ( FASTEN WITH #12 x 1-1/4" TYPICAL FLOOR EDGE TRIM DETAIL SCREWS #104170 L' I _.'� N scale: 1 1/2" = t'-0" �� SECTION THRU HEAD FRAMED OPENING TRIM #381150 \ MEE AND FASTEN WITH POP RIVETS #762050 WALL PANEL pi �. @ 18" ON CENTER EACH FLANGE OF TRIM _! 6" x 3/4" 18 GA. 1- �_—_ WALL STUDS \ 1 FLOOR JOISTS "CEE" C z �r WALL PANEL Q o 4" x 2" 20 GA. "CEE" ---____.--• �{- 4------ -FRAMED OPENING STUD0 MITER ALL CORNERS TYPICAL ROOF PANEL FASTENING DETAIL J OF THE FRAMED I SECTION THRU JAMB scale: 1 1/2" = 1'-0" 0 > = .• OPENING SHUTTER (� p U w FASTEN TRIM TO STUDS WITHcl STUD WALL TRACK #330000 DOOR STOP #381830 0 x C FRAMED OPENING SILL TRIM/CHAFE RAIL 3_D y ? a y 'S #12 x 1 1/4" S.D. SCREWS #104170 --� 111 4" x 2" 20 GA. CHANNEL INSTALL END CAP —/1\ (3040 SHUTTER) #381630 0" _ AT 2'-0" O.C. (EACH STUD) #380230 > U = t V SILL TRIM #380130 AND FASTEN WITH Date H POP RIVETS #762030 WALL PANEL AUGUST 18. 2021 e m SECTION THRU SILL Drown by WDM Checked by SPW v FOUNDATION TOWER SHUTTER TRIM DETAILS (SHUTTERS THAT SWING OUT) CAULK TAPE #760703 Scale SHOWN Order No. scale: 1 1/2" = 1•-0" - FTE-788 /#238132 TYPICAL SILL DETAIL TYPICAL ROOF PANEL OVERLAP Sheet No. scale: 1 1/2" = 1'-0" scale: 1 1/2" = 1'-0" 19 of 24 Ap w / WING WALL TRIM #387030 y REVISIONS by� SELF-DRILLING #12 X 1-1/4" SCREWS SELF-DRILLING #12 X 1-1/4" SCREWS INSTALL WALL PANEL INSIDE CORNER TRIM #380430 #104170 0 1'-0" O.C. #104170 0 1'-0" O.C. VERTICAL ON BOTH SIDES 11. NOTE: r,_ for _ • -, �� MITER ALL PARAPET RAKE TRIMS TRIMS AT EXTERIOR 18 GA. PARAPET RAKE TRIM #388630 ��1�1� ' 18 GA. PARAPET RAKE TRIM #388630 PARAPET CORNERS ONLY (NOT AT PARAPET OPENINGS); !_ IP — WI /IIF�E J INSIDE CLOSURE #351302 TAPE CAULK #760703 TAPE CAULK #760703Fr BOTH TOP AND BOTTOM OF CLOSURE WALL PANEL 12 GA. SUPPORT ANGLE #330306 • �, 12 GA. STUD WALL 12 GA. STUD WALL SECTION THRU PARAPET AT WING WALL �• ,r:• WING WALL TRIM #387030 SELF-DRILLING #12 X 1-1/4" 4" SCREWS _ -48 ET t r SELF-DRILLING SCREW #760502 SELF-DRILLING SCREW #760502 #104170 0 1'-0" O.C. -It l 2 PER STUD 0 1'-0" O.C. 2 PER STUD 0 1'-0" O.C. L. 12 GA. SUPPORT ANGLE (2" LEG ON WALL) #330306 / 12 GA. SUPPORT ANGLE (2" LEG ON WALL) #330306 SELF-DRILLING SCREW #760502 3" O.C. SELF-DRILLING SCREW #760502 ® 3" O.C. kk 36" WIDE ROOF PANEL s\/ 36" WIDE ROOF PANEL o \h'J "' 20 GA. TOP DIVERTING ANGLE #330308 _ 20 GA. TOP DIVERTING ANGLE #330308 S WING WALL TRIM #387030 W //1:- /-- 11\1 � � a \ / I ' 20 GA. BOTTOM DIVERTING ANGLE #330307 `i 20 GA. BOTTOM DIVERTING ANGLE #330307 �_ n \ / MPORTANT: MUST INSTALL DIVERTING ANGLES BEFORE MPORTANT: MUST INSTALL DIVERT NG ANGLES BEFORE 12 GA. STUD WALL (FIELD CUT TO LENGTH) m INSTALLING THE PARAPET STUD TRACK AND STUDS. NSTALLING THE PARAPET STUD TRACK AND STUDS. Z (OVERLAP ANGLES AS SHOWN) (USE CAULK TAPE AT ALL (OVERLAP ANGLES AS SHOWN) (USE CAULK TAPE AT ALL • < W SPLICES - CORNER DETAIL BELOW) SPLICES - CORNER DETAIL BELOW) < Ed a o FASTEN WITH (8) SCREWS a & 3/8" DIA. BOLT #760100 & NUT #760300 ® 3/8" DIA. BOLT #760100 & NUT #760300 0 • '^ a #760600 PER WING WALL Q EVERY STUD (FIELD DRILL HOLE FOR BOLT AND EVERY STUD (FIELD DRILL HOLE FOR BOLT AND � `�' z INSTALL BEFORE PLACING ROOF PANEL) INSTALL BEFORE PLACING ROOF PANEL) _ / a " m 0 12 GA. JOIST TRACK #340082 12 GA. JOIST TRACK #340082 36" WIDE ROOF PANEL ¢ m < z SPECIAL STUD END TRACK #330305 AT TOP o _ SPECIAL STUD END TRACK #330305 AT TOP— o AND BOTTOM OF PARAPET STUDS ONLY AND BOTTOM OF PARAPET STUDS ONLY ,-, "1 a M a § i1 18 GA. TRANS. TRIM #387130 18 GA. TRANS. TRIM #387130 TOWER PARAPET DETAIL AT EAVE TOWER PARAPET DETAIL AT RAKECO LJJ N N w N.-- _,. l�p aE"(I INSTALL END CAP #380230 AND ~ F T-C L; I FASTEN WITH POP RIVETS #762030 e9 r(3,%, 18 GA. PARAPET RAKE TRIM #38e630 PARAPET WING WALL DETAIL AT END Z � Q4 V_ wow WO NOTCH OUT III 11111 Q INSTALL (1) WALL PANEL VERTICAL I� ".` WALL PANEL 2 1 2" PE RING WITH SHOULDER 391013 ezN12 GA. SUPPORT / # oON ONE SIDE OF PARAPET WING ANGLE #330306 WALL STUD / WWALL OPENING AND ON BOTH { LJOfljTOP DIVERTING SIDES OF WING WALLS ceW ,z�mF ANGLE #330308 �1 - , WALL PANEL ?o in. NOTCH OUT `I ' likaiifillII III'Idllllllllllll. a ooLL INSIDE CORNER , a u co,. TRIM #380430 -,LS- w BOTTOM DIVERTINGftimo iiiiiiiagg FIELD CUT OUT t>' I �2 .....:11 ANGLE #330307 I F.4.4%....... INSIDE804CORNER TRIM I � 1 • # 0 Amor, INSTALL COTTER ~ _ PIN #630142 ill. I,- �� � � 3/8" NUT 414111111110.1110.- ► 1\ 3/8" FLAT WASHER #630146 MPORTANT: FOR THE EASE OFN\, INSTALLATION OF THIS TIE RING TO THETAPE CAULK FIELD CUT STUD, INSTALL THIS ASSEMBLY BEFOREI INSTALLING THE WALL PANEL ON THE #760703 AS SHOWN OUTSIDE CORNER (2) RINGBOLT SPACERS #391009 INTERIOR SIDE OF THE PARAPET WALL. 44111111111t:: / I �� TRIM #380330 (1) BETWEEN PANEL&STUD (1) BETWEEN STUD NUT& J :.: RUN PANELS '�` SECTION THRU PARAPET AT BUILDING CORNER PARAPET CHAIN RING INSTALLATION DETAIL o �� HORIZONTAL ON I 0 Q N OPENING SIDE. t` INSTALL11 WALL PANEL VERTICAL I INSIDE CORNER TRIM ON THIS SIDE (ONLY) c = w #380430 WING WALL TRIM #387030 p U o� 12 GA. SUPPORT— .N N O CC a ' 411,011.-- ANGLE #330306 PARAPET CHAIN RING (SEE DETAIL INSTALL WALL PANEL VERTICAL o D < iii HI HI IL ilip....44,00: ABOVE) THREE PER SIDE, START AT V Q • ON THIS SIDE (ONLY) U S g a • o TOP OF WALL AND SPACE EVENLY V _ - - Date: AUGUST 18, 2021 12 GA. SUPPORT ANGLE `yam `° o •CAULK ALONG ALL DIVERTING ANGLES WHERE TWO PIECES OVERLAP 1 , --1 ! '� ti _ Drawn by. WDM EACH OTHER (APPLIES TO NONCORNER OVERLAPPING AREAS ALSO)* FIELD FORM & INSTALL ALL WING WALL TRIMS ' 1 I Checked by. #387030 BEFORE INSTALLING PARAPET RAKE TRIM sPw N, Scale: DIVERTING ANGELS/CAULK TAPE DETAIL AT CORNER OF BUILDING PARAPET OPENING DETAIL s"°�" + WALL PANEL 1 Order No. FTE-788/#238132 PARAPET OPENING TRIM #387430 Sheet No. J OUTSIDE CORNER TRIM #380330 SECTION THRU PARAPET OPENING 21 of 24 J / v REVISIONS by a a I IT <As 11- ;., - 13/ / 1 W NOTE: NOTE: IF SHUTTER SWINGS INTO BUILDING, IF SHUTTER SWINGS OUT OF THEN INTERIOR FACE OF SHUTTER BUILDING,THEN EXTERIOR FACE OF IS TO BE FLUSH WITH STUD. SHUTTER IS TO BE FLUSH WITH ALL PANELS. 7SND EXTERIOR WALL PANELS \ 0 0 E - n a T o FRAMED OPENING TRIM ,n a 0 / SHUTTER(INTERIOR OF BUILDING) SHUTTER(EXTERIOR OF BUILDING) N z o ? `/// / a CC a 4 U 0 1 F 0 o 1 C ATTACH LOCK WITH #12 x 1 1/4"S.D.SCREWS#760602 ATTACH LOCK WITH #12 x 1 1/4"S.D. SCREWS#760602 a ii m N z e z o KEEPER TO BE FLUSH TO a > y d m SHUTTER EDGE IMPORTANT NOTE: p w zw� LI FIELD CUT 1/2"DEEP KERFS TO EXISTING WESTEMP PANEL < 4�' (ENTIRE WIDTH OF DOOR OR SHUTTER)AT PADLOCK HANDLE X' E n ? a$ LOCK#392030 ■ ADJUST LOCK TO HAVE A MIN. > < INSTALLATION POINT,KERF CUTS APPRX. 4"APART TO CREATE (INSTALL ON HINGE PIN!' no OF La:.INSET INTO KEEPER > EXPANSION JOINTS TO HELP PREVENT CRACKING IN THE WESTEMP SIDE OF SHUTTER) '� PANEL ITSELF.INSTALL TWO ADDITIONAL SCREWS (INTERIOR OF BUILDING) PADLOCKING HANDLE#392031 (INTERIOR OF BUILDING) (INTERIOR OF BUILDING) #760613/WASHERS#329812 ON THIS 4"CUT IN THE WESTEMP — N i,�,;�� '� X PANEL(SPACED APART)FOR WESTEMP V I I ` \ LOCK#392030 $ ATTACHMENT TO SHUTTER/DOOR W w HANDLE WITH SET SCREW#392032 (INSTALL ON HINGE PIN HANDLE WITH SET SCREW#392032 4, ommimI �' SIDE OF SHUTTER) • HANDLEWITH SET SCREW#392032 O m a A U FASTEN PADLOCKING HANDLE WITH r - °J� (Ile 7■ FASTEN PADLOCKING FASTEN PADLOCKING wI� (4)#12 x 3/4"S.D.SCREWS HANDLE WITH 4 12 x ()#8-18 x ♦ CDn<0 F ■ #760600 y 4 z:■!s ()# ••� HANDLE WITH 4 K9 m 7�_ I"aa1 ,I�,� 3/4"S.D.SCREWS#760600 1-5/B"HEX HEAD SELF Z Icya -Ea-_ DRILLING SCREWS#760613. - xQ I- Li INSTALL OPTIONAL SHIM#392033(IF REQUIRED) y'�� r ♦ ♦ ,00 aEi + + n UNDER KEEPER#392034 N + + g, U— w o w FIELD CUT 1"OFF THE END OF- g8 N ! ICIC V W` SHANK TO ENSURE HANDLE IS ift; FLUSH WITH TIS a �= FIELDNCUT OFF THE S I- uia 4 o (NONBURN AREAS ONLY) - n END OF SHANKDTOITf z-„,.`-'.1`7- 1 ENSURE HANDLE IS FLUSH 0 PADLOCKING HANDLE 9 8 #392031 AREASONLY)Y)T(NONBURN ,q U�o Jo- 1�a �{w PADLOCKING HANDLE#1 11 3. ���li Q I NU FASTEN KEEPER&SHIM WITH - - I 4-� ce J ..n?w W 2 0 #12 x 3/4"S.D. SCREWS#760600 .. ■L■ W o:ao m 'KEEPER ASSEMBLY' NON-BURN SHUTTER BURN SHUTTER OR BURN DOOR LIQ . 5 g� ,ow — FRAMED OPENING SILL TRIM . M.�s5L5f, HANDLES ARE DRAWN VERTICALLY IN SIDE VIEWS FOR CLARITY ONLY. - HANDLES ARE DRAWN VERTICALLY IN SIDE VIEWS FOR CLARITY ONLY. '7>La I: HANDLES SHOULD BE INSTALLED HORIZONTALLY AS SHOWN IN FRONT VIEW. HANDLES SHOULD BE INSTALLED HORIZONTALLY AS SHOWN IN FRONT VIEW. ©� of 1. SWING IN SHUTTER HANDLE INSTALLATION SWING OUT SHUTTER HANDLE INSTALLATION ` SCALE: 1/8" = 1'-0" SCALE: 1/11" = 1'-0" I- w N Co I I-= J UJ W J w W _i p ce 0 < o M M o E a c O I Q R e U w o W D < le:w. US IIN 1 `" Dote: AUGUST 18, 2021 a Drawn by WDM Checked by SPW Scale: SHOWN r Order No. FTE-788/#238132 Sheet No. 22 of 24 l eY PENSIONS by, ROOF PANELS WALL PANEL 36" x 1-1/2" 18 GA. RIDGE OAP WALL STUDS STEP TRIM #384430 SEE ROOF PANEL DETAIL i O O FASTEN TRIM 1 STUDS FOR FASTENER PATTERN TOP CLOSURE #351301 WITH #12 x 1-1/4" SCREWS TAPE CAULK #760703 #104170 AT 2'-0" D.C. •.,* BOTHTOP AND BOTTOM OF CLOSURE # T FASTEN TRIM TO PANELS WITH 12 x FASTEN TRIM THROUGH CLOSURE INTO BOTTOM CLOSURE #351302 TAPE TOP CLOSURE #351301 PANEL SURFACE WITH #12 x 1-1/4"w CAULK #760703 BOTH TOP AND 1-1/4" SCREWS #104170 AT 1'-0" O.C. FASTEN TRIM TO ROOF PANEL SUPPORT BOTTOM OF CLOSURES TAPE CAULK #760703 SCREWS #104170 AT 1'-0" O.C.BOTHTOP AND BOTTOM WITH #12 x 1-1/4" SCREWS #104170 ROOF JOISTSOF CLOSURE ONE INTO EACH RECESSED GROOVE IN PANELIIPikilite EAVE STRUTS #340060 LOW SAVE TRIM #381530 18 GA. ROOF PANELS STEP TRIM #384430 ROOF PANELS ";�� RESIDENCE RIDGE TRIM DETAIL I36" 2 - 6' l_ WALL STUDS I WALL PANELS 11111111111111 6" x 3/4" 18 GA. ROOF PANELS 36" x 1-1/2" 18 GA. TYPICAL EAVE TRIM DETAIL (RESIDENCE) SEE ROOF PANEL DETAIL ILII N FOR FASTENER PATTERN BURN ROOM JOISTS J RESIDENCE/ANNEX STEP TRIM DETAIL FASTEN TRIM TO PANELS WITH #12 x w BOTTOM CLOSURE #351302 1-1/4" SCREWS #104170 AT 1'-0" O.C. X o �— TAPE CAULK (#760703) BOTH . .. r'-, Pir TOP AND BOTTOM OF CLOSURES FASTEN TRIM TO PANELS WITH CAULK TAPE #760703 N < #12 x 1-1/4" SCREWS #104170 - ▪ : } LOW EAVE TRIM AT 1'-0" O.C. - ROOF PANELS W o z #384230 CAULK TAPE #760703 36" x 1-1/2" 18 GA. z N \ RAKE TRIMfain IMI A • `� a ROOF PANELS a F 0 0 FASTEN TRIM TO PANELS 36" x 1-1/2" 18 GA. #380830 ? 0 0 Q 4 N V E- 1 1 WITH #12 x 1-1/4" SCREWS RAKE TRIM d I.11 AMR I . #104170 AT 1'-0" O.C. #385930 4- , o - o} e z a 1 �"- I ROOF JOIST Q W g " < z J I — WALL PANELS 0 6" x3/4" 18 GA. WALL PANELS ROOF JOIST WALL STUDSWALL STUDS WALL PANELS 6" x 3/4" 18 GA. WALL STUDS 6" x 3/4" 18 GA. a AyI W w � S ANNEX EAVE TRIM DETAIL ONE SIDE OF ANNEX ONLY TYPICAL RAKE TRIM DETAIL F— v 7-w SPECIAL ANNEX RAKE TRIM DETAIL ,h-7, x< Z 1114C F zN▪"wL WALL PANEL ,,< STUD WALL TRACK FASTEN TRIM TO STUDS WITH L` `'zLI-�4 LINER PANEL FINISHING TRIM 358440 --- FASTEN WITH #12 x 3 4" #760604 / w ' / #12 x 1-i 4" SCREWS #104170 J0 0... SCREWS ON BOTH SIDES OF HEMMED All JOINT AND ®10" MAX O.C. - TOP, AT 2'-0" O.C. STEP TRIM #381330 W LL �or^� FASTEN WITH #12 x 3/4" BOTTOM AND MIDDLE (STRAP BRACING) a�n�6 SCREWS #760604 0 EACH STUD ' _ OF EACH WALL PANEL11 w Zvi _ WALL STUDS INSIDE CORNER TRIM #381430 z• m F WALL STUDS FASTEN TRIM TO ROOF PANEL WITH #12 x L` "-I i i�,¢ 1-1/4" SCREWS #104170 AT 1'-0" O.C. .,ow STRAP BRACING#340002 ® `Ja_ : — ' — _Al . , - ( �_ co � a 0 mq MIDPOINT OF WALL FASTEN STRAPS ) FASTEN WITH #12 x 3/4" r'�—MINIM r ROOF PANEL N.I n i:i TO STUDS WITH SCREWS #760600 /// o w LINER PANEL FINISHING (/ SCREWS #760604 c 12"O.C. FASTEN PANELS TO STRAP • TRIM #358140 l LINER PANEL INTERIOR CORNER TRIM#358240 CAULK TAPE #760703 © o BRACING WITH SCREWS #760604 FASTEN WITH #12 x 3/4" / //��28 GA.LINER PANEL 28 GA. LINER PANEL LOCK WALL PANEL HEM INTO PLACE — SCREWS #7606 I4®12" O.C. r •7 I�I (VARIED LENGTHS) BEFORE FASTENING 1\Ir 7 20'COVERAGE 1---IN.c LINER PANEL FINISHING TRIM #358140 1 /"--\ r-- TOWER/RESIDENCE STEP TRIM DETAIL N SECTION THRU TYP. LINER PANEL SHEET FASTEN WITH #12 x 3/4" ✓ L� �./ �� �� W SCREWS #760604 ®12" O.C. , I J STUD WALL TRACK Q Z HOLD LINER PANEL WALL 14' SECTION THRU WALL AWAY FROM F.D.EDGE UNER PANEL EXTERIOR CORNER TRIM 1358340 M FASTEN WITH #12 x 3/4" SCREWS FASTEN J TRIM #358040 WITH #12 x #760604 760604 0 12" O.C. 0 M U w ^ 28 GA .LINER PANEL 3/4" SCREWS #760604 ®12" O.C. -9. — (VARIED LENGTHS) U 0 `/ 28 GA.LINER PANEL •. I A o w UNER PANEL FINISHING TRIM#358140 N ',�I OG FRAMED OPENING STUD �' •• - I / 28 GA.LINER PANEL o S = u SSS A 4 FASTEN J TRIM WITH #12 x 3/4" Date: SCREW#760604 ®EACH STUD11 AUGUST 18, 2021 STRAP BRACING#340002 Drawn by. WDM . •, 1 I I Checked by SPW Scale: LINER PANEL J TRIM #358040 _SECTION THRU F.O. JAMB SHOWN SECTION THRU F.O. HEAD Order No. FTE-788/#238132 LINER PANEL FASTENING DETAILS Sheet No. . 20 of 24 , Y •• 1 O 5, m U A U N A n j Fri ODIC LL• 'DO 7 t Z A m ,1 ,,„.p, :9,1 O IC 2 m O f' ZD AFV1Y I)-: O .A C) y A 0m :NA 1 C Zuy 9o`- Ao -� 1 N i� Nim o N Dr 72mrN m' N 10 r N Dv DAO rD C -.,,c .p.,,,, GODp ND O N 'N 8N 0p 0O A •9A g NrZtiOO m. ( Am + mNm A1Af. A N , 0 A 0 VO 000 • ( 01"yrDAAO 00= 0 DZ D r 0 rn AA 00 i Z A De"N s12 . GAi O ZtVo X A o OA D zyn -42 OO = A O - DiO23, OOOZNiI/IbS'mIZDi 1-,,,.: i .; ,o 2 D A^ 2 R. ImAt 4 n e27.1•( A^Z$o m o o. ? o o s z 23 ao AY r X „0 88 c)I .0G 1.I1 N 5 G 4. O ON N 2 I•Dn O i iOmZ 2AONZ ;',1 ! m _I ; mm () '!.' '`q f�.9 A Z >Or� N49�0 Or D 0 0 Ie V�tI�L,• Z A ..,....,i;;;,,,,:,j N O • S• Z O D A A. A N D D A A M Z O 3§2 9V ^.g ZO M 411 m G `,4. r f0•I A A ol:o r- AAD:A 7. 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L `— "'I �\ A ` 5 OCA L15 D m cmA e= m D "rl m <m 81 m p — om s' -I Z O b� D 1.--...1 ,m 0 O I o Z (n T 1- O _ O (n O 1'-6" --I (D I 1 = v O • a'-a• U) I` --1 .. m • 4 cn O O Job Description , < • • FIRE FACILITIES THIS DRAWING AND ALL PARTS THEREOF IS THE EXCLUSIVE A O P P 0. 0.. D WESCO MODEL WH-2 STEEL FIRE TRAINING TOWERS PROPERTY OF FIRE FACILITIES,INC., rnlal g Q I CUSTOM - _ e 314 vILBURN ROAD. SUN PRAIRIE,1M 53590 �...e--.7.5n1.7,14. H 03 N HARWICH, MA FIRE FACLITIES•INC OFFICE: (608)327-4100 FAX(608)834 1843 �U re N: m i O -i 314 WILBURN ROAD,SUN PRAIRIE.WI 53590 swcnxw !•+ OMCE (608)327-4100 FAX: (608)834-1843 AND MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT ..mm N w ro TOLL FREE: (800)929-3726 TOLL FREE FAX (866)639-7012 WRITTEN PERMISSION. r. A r 'y' u N Sheet Alle WWW.FIREFACILIDES.COM; INFOO FIREFACILIIES.COM 4I o N FOUNDATION DESIGN 1 r r 1 C..44 r. v 0 o • D 2 1/2" 2 1/2" ry -1-1n -i VARIES ` Tf7 — n D I Om 111 �} " V^^, r n N01 o -It TLiTi __- I o O -1, n I o r�o II � oI" xj 1'-3" ` p1 -MOM� 0n _ to 0 M z m uxi - W OT 2 a)N > m 0 I 1'-8" OR 1'-9" o �/ r aw It c —I N n A I // x mm X1 U m D 1 0 m Q O P a) 0 r 3" CLEAR I 3"CLEAR 3" CLEAR 3"CLEAR 2"CLEAR 2" CLEAR 1 1/2" 1:::: u 1 1/2" WO m - V' D o c. 1114L _ 3"CLEAR 2" CLEAR n _ I" oil ,, \/ °\ C' r2 VI ! m m= rP, w r � r nae mPIP m I;� ur O N+ _ /� Oy vnJC tae 9x taew < V/ < -Z1w 2 ZOr Oy z0 OO Or 3, '0 0, O1 C O Z+I z I 7 '� z roI -1�_ 00 N . P 2. V 00 to N n o m V O r�'1O r-m xZ S \ n� xZ 2 \ _ Z A ~N Y 0 C '' Y]1 C co _m _ 6. r+m m Nm rn oy x� xp 0 00 s D D O 0 A m m m D D � n Tp z 0 4- XI 0 4' r rn A� 3" CLEAR 2" CLEAR < , ZSr O,, N -, S! O m or A a1 NOcrD -fl j -.I�Ia TC OXm �m m 3.r ��m D 11--1 Z anD e m z p® m N O Axl n "V Zm0 OA y S Zo A �OmAmW� SVA o m m 0 s -A DN r -. • 2"CLEAR 0 • � ! .n 0 xRlCmZ mSO 0 mD �W D � - ?O rZ � Ji N D O0'p n o p r z5O rmo rp, , • ar0 -. m ri\ -, o Oo m rO �o N m1 �rnII VI Xi .0< D z 1113 v � 6 �II rz � NZ no Im >8 6" " m ; 0e X Vr- O0 Z JN O 1 4�C 1 a¢ v •' C) 93 It. 11.4 , my m ZC y o m -m y O OZ O 1 P Oy Omr9 3, O YA Aar $" vOZ Z m� o 0 Z n Zm _�/ ZNN o m� r Nv "" a I 3'CLEAR 2" CLEAR I I 3" CLEAR 2"CLEAR W D • C7 2_6" 7. ; C V REVISIONS by, NOTE: ALL 3" DIA. PVC PIPES COME IN STANDARD ©EXHAUST �'`�F ! OSMOKE OUTLET )O' LENGTHS & NEED TO BE FIELD CUT TO FIT. MA MANIFOLD CABINET 3'GATE VALVES _ i (18"x18"x26") X329536 .. � 3"PVC PIPE I I • ADD WALL STUDS ♦ "' I ! I. "' EXHAUST TO EFlNISH R ■a ��• O V r FOR SUPPORT • q OFF WITH 90'ELBOW r __ (AS NEEDED) ( T., 2•.:::: =8710 n:n ,�I CL__-Kg 'Nil. ___- 3'MALE 329534& • !f e` : r LOCKNUT#329535 SEAL' Nz • : i~ 11, 4 MATH _ M \•,\ j i". 3'PVC PIPE 329530 I Ill I _ I iY■1 _ SMOKE OUTLET X • RUN OUTLET X4 SIMILAR 3"GATE VALVES#329536 FIELD LOCATE/CUT \ TO OUTLET X1,SEE PIAN VIEW BLOWER OUTLET _ '\ I. DETAIL BELOW-RIGHT 3"PVC 90'ELBOW#329531 SCALED 3/8' 1' FOG GENERATOR AND 3'PVC COUPLINGS �, 3"PVC 90'ELBOW 'o '� (BY OTHERS)CARBON BOTTLE #329533 \ — --- ADDITIONAL PI �'`• �I fG `\ j' OBSTRUCTION •.\ #329533 3" PVC COUPLING FITTINGS FASTEN DIRECT-DRIVE BLOWER , o8 \ / `\ ll329590 16 O.Z. PVC CEMENT #329500 TO MANIFOLD CABINET W/ ^� Z. 'a g '� ✓ I �� tt X12 x�'S.D.SCREWSi # _ •\.,\ MANIFOLD CABINET DOORS ARE DRILL(2)2"DIA.HOLES(FlEID LOCATE WITH " 6 ,/:� 3 ' 11 I NOT SHOWN FOR CLARITY OUTPUT ON SMOKE GENERATOR) ! MI / % ELOECTRICAL SWITCH FOR FAN BY OTHERS - / �lour , SECTION VIEW / (MOUNT ON OUTSIDE OF CABINET) VERY IMPORTANT: SCALED 3/8"=1' 3"PVC 90 (FAN IS 115 VOLT,1 PHASE) ENTIRE INTERIOR TOP PORTION OF THIS CABINET NEEDS TO BE KEY FOR STEP 4 BELOW: /, ELBOWS#329531 TOTALLY SEALED FROM LOWER PORTION AND THE OUTSIDE AIR S \ i I TO ENABLE THIS UNIT TO FUNCTION PROPERLY A): INSTALL TANK DIVIDER(X329554) �+ ( - •' •�, - I /' STEP 1 STEP 2 B): INSTALL TOP PANEL(CAULK JOINTS)(#329545) ER r..i . WHITE#12 X 1-1/4"SELF C): INSTALL BACH PANEL(CAULK JOINTS (#329546) .i ui DRILLING SCREWS#104173- D): INSTALL SUPPORT ANGLE(POP RIVETS)(#329553) x S-- -" N HOLESPROVIDED STEP 3 STEP 4 44 ....... (- I '-! _._. ____.... �� __.. • O #329542 SMOKE DRILLING ITE i SCREWS2 X #760604-SELF ROLE D NU WHITE4"SELF X d "' """.. '-_-- "' '- " - CAB.END IN HOLES PROVIDED FOR BLOWER SHELF 1 1 DRILLING SCREWS ZF co m ► '� WHITE#12 X 1 1/4"SELF 0 , 1 1 #760604 TO to "' 10 OSMOKE OUTLET CAULK LAP / DRILLING SCREWS#104173- 1 ' j ATTACH DIVIDER ON ENTIRE 70P PANEL TO BOTTOM-} w I I JOINTS m-,...........4. JOINT UP / PER LEG m�, JOINTS ' 1 # � ,.., F ZN aZCAB,BA SMOKE ZCAB BACK FIELD LOCATE 11111111 O CAULK LAP vi o `�-' B F/RST FLOOR PLAN FOR R9d 3DLE � I :JOIN$ < F - xQ =9/16"MALE �' o_ ESCALE. 1/4" = 1'-Q" ADAPTER IN SIDE. J < z ill CAULK LAP ,, , 99 R 1111........1' JOINTS c=, I 411 PART 329544 d..../ av wm P z_ X =CREWCAPCOVERStLWHITE X12%1-1/a SELF X..--3 IX]60]01(INSTALL ON ALL w p ut �-r- FASTEN SMOKE CAB,SHELF WHITE#12 /4'SELF 111-6'!"'! ► _ 0 XX i E5 � j DRILLING SCREWS 10417}- I� EXPOSED SCREW TIPS m � Z w 1 X #}2954}WITH WHITE p12 X DRILLING SCREWS 760604 IN A�� DRILL HOLES FOR 1 8 X 3 1) 3 A ISOMETRIC FRONT VIEW 1 IN HOLES FRONDED ISOMETRIC FRONT VIEW 3/4"SELF DRILLING SCREWS ISOMETRIC FRONT VIEW HOLES PROVIDED IN BACK / /6' p -" ¢ Z #760604-ONLY FASTEN PANEL ISOMETRIC FRONT VIEW WHITE POP RIVETS #762050-3 o w m 3 *RUN ALL VERTICAL PVC PIPE IN STUD WALL CAVITY CABINET DOOR 7WD SIDES SHOWN PER LEG OF EACH ANGLE $ _ STEP 5 #329547 STEP 7 FURh1FR INFORMATION. 4 E 2 wo G INSTALL S.S.PIANO HINGE X329550 TO INSTALL S.S.PIANO HINGE#329550 TO BOTTOM OF ): INSTALL ALL ELECTRICAL WIRING/SWITCH TO UPPER FLOORS ALSO KEEPING 3" PVC 90' ELBOWS CABINET#329544 WITH MACHINE SCREWS#329548& 1): INSTALL BLOWER (BY OTHERS) X. DOOR PATH MACHINE SCREWS#329548 NUTS X329549 IN EVERY OTHER HOLE MAKING SURE TO 2):MOUNT CABINET TO WALL 5): INSTALL 3'PVC PIPE&GATE VALVES IN LINE AS WELL TO PREVENT TRIP HAZARD* &NUTS X329549 IN HOLES PROVIDED . /1 OFFSET SCREWS FROM OTHER HINGE LEG AS INDICATED (ADD WALL STUDS AS NEED) 6): INSTALL CAULK AND FRONT COVER FLOOR JOIST INSTALL AND MITER -per # 1/2"BLACK GUIDE 1/2" '��� STEP 8 3) UNP:LEAVE ELECTRICAONT LES HOOKEDWITH GAK OFF FASTEN BEAM CLAMP 329596 CAULK ALL N IN RUNNER#502061 f.�. FASTEN CABINETS TOGETHER W/ 9 TO FLOOR JOISTS&/OR () m AROUND EXTERIOR /� O101�r E -BEAMS EVERY 4'O.C. ���� 0 ITE X12 X 3/4"S.D.SC S / STEP 9 .'1 r (2)3"PVC 90' Di _ LREWS N ,r o �i ELBOW#}29531 5 / N 60604 AND THROUGH SHELF N V-11 THREADED ROD " WALL STUD �� 329543 WHE ALI VIED FASTEN BEAM CLAMP TO -BEAMS I -`� U j ,�� PARTIALLY CUT GUIDE X '��• �-- I #329597 &FLOOR JOISTS EVERY 4'O.C. �1 __ !-=- RUNNER#502061 EVERY �� � -• ' a u II'' - 1/2"FOR 0206THE 0,=..,,... h • GLENS PIPE 3"VERTICAL 9592 I �/ HANGER #329595 CLAMP X329592 CIRCULAR TANK HOLE: Ie <I ® FORMING EDGE (n ¢ 'm '' CUT THREADED ROD TO II''I }'PVC PIPE STEP 6 'I PROTECTON •�- 0 i v 3"PVC PIPE 1 `� �7 , '!•KO+� WHITE 12%3 4•SELF I- to x 329530 LENGTH AS NEEDED , . 329530 �i JOINTS \ ' �4 / X / H- Z X O 1 I .1 i CAULK ALL � 4 O �• ��I DRILLING SCREWS#]60604- '..1 I� 1��, �`- � BOOR PANEL 11111011:411111111/1110111111 � �,I • • _�1_�� • • Pte' HOLES PROVIDED -J In rA� ��� 9: /,���I III CAULK�' ....i �IN (.-) N 4 'ALSO INSTALL CLAMPS O LEVELS // ED Q / O • A V . I PIANO HINGE LLa o HANGER DETAIL WHERE PVC CONTINUES THROUGH LEVEL RpDCWALL KM330000 / :E /�/ AT BOTTOM PERIMETER , b SPLICE GUIDE RUNNER O�V / LAP JOINTS p n SCALE: NTS 2X 2 & 3 FLOOR SMOKE OUTLET DETAIL / NSTALL DRAW LATCHES#329552 TO „ • # 000 SMOKE GIST WARNING SIGN Y tN I INSTALL AND MITER 1/2"BLACK �(// 2"DIA.HOLE CABINET&CABINET LID WITH(6) #300005 WITH S.D.SCREWS LU 6 n `� GUIDE RUNNER#502061 CAULK ALL INTERIO' (2 PLACES) #6-3/8"S.D.SCREW#329555 FRONT COVER #104173 a ro^o SCALE. NTS 4X ISOMETRIC FRONT VIEW ISOMETRIC BOTTOM VIEW JOINTS AND AROUND INSTALL CAULK TAPE #329541 SEE. I I y A BLOWER OPENING ISOMETRIC FRONT VIEW #760703 ALONG FRONT OF SHELF NOTE 3 AROVF w ISOMETRIC FRONT VIEW z01\ ,o WALL MOUNTED SMOKE DISTRIBUTION MANIFOLD & FOG GENERATOR • • SCALE. 3/8" = 1'-0" 1• t< • • SMOKE OUTLET 2 � 4 (, E SMOKE OUTLET() �I , ..... I.. • 3"PVC 90•ELBOW N #329531 I • • • . • • I W H N 3'PVC PIPE Lv .... #329530 0 Z T CJ - BEAM CLAMP COC m E l #329596 G LO 5"-11 THREADED ROD = #3295 ili " / CLEV S9 PIPE MANGER 0 U N ..... X329595 .O 0 O m '�\ • • 3"PVC 90'ELBOW N V, (/) X 1 Y VII ?i U S `m 9111 ..- SMOKE OUTLETO6 - o I - - I4 � Date: — • -- rr FLOOR AUGUST 18, 2021 � T. �� fL OR Drawn by _.WDM _._____ 0 SMOKE OUTLET DETAIL Checked by. SPW SECOND FLOOR PLAN ATT/C PLAN SCALE: NTS 2X Scale: SHOWN Order No. FTE-788 /#238132 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Sheet No. 14kIlt / - 23 of 24 1 vREVISIONS by, 7 TREADS ® 11" (+ 1 1/4")=6'-6 1/4" 3'-3 1/4" i TYP. SCHEDULE 40 GUARD RAILS (HOT DIPPED GALVANIZED) • —MAMMA DETAIL 11 ,I.`2 3•z 6'.5/f RAM RAR ORATE STRINGER aI } - 3/Y 80.15 (HOT O ED GALVANIC) (HOT DIPPED..OEM 1 ///1 F(t) /2'DIA MK COLUMN II 1T pFPEO GALVANIED) . 1111( w• 1" x 1/8" TYP. BAR GRATE DETAIL 1 0 cn TREADS WITH OPEN RISERS �' 1 %r ti 8 cc (HOT DIPPED GALVANIZED) PuroRM CO "411111111114. ''iJ • DETAIL 3 DETAIL 7 i O 8 N rn o o DETAIL 7 DETAIL 8 _ DETAIL 8 0 I II — v -- u w a NC ® U 8 O ,..L.' DETAIL 6 0 z RAR ORATE (2)0/C HOLT%MEM GRILL K w 6 N N (HOT DIPPED OALVANITED) O — m 3 1/2'DIA PIPE COLUMN Z O K .-. Z W (HOT GIPPED GALVANIZED)I ' RNR GRAM MID �J I < Z d (HOT O TTO GALVHTHOO) LE d U A)3/8.Lo ah...ORSTLT a n o a F °° °� SECTION "A" -HOipP"n A �) 1 1/4" SCHEDULE 40 PIPE (HOT a 8'•S.z J/e'BASE PLATE STRINGER?' IHINGER -- DIPPED GALVANIZED) cC (NGT m GALVANIZED) W W O — —� M= p a o 0 10'-3" LJ z In Al-S DETAIL 6 DETAIL 11 & 2 V— wow FIELD DRILL HOLES z mmaLL ci 2. 5-11 1/4" 4'-3 3/4" IN CHANNEL Q ?a w� 7" 3'-3 1/4" I -- 5 1/2" ■ `W FZ5Ef �o I • 5,18,,:l N O O W.N.INrtPENo).'w mum Q p<Rv .1L LL- wQINV .......... - Cle W DETAIL 1 . ■ w wpm^�� .EI, =o rn `` 1 L E~io m:°o� iHOT"eP rte) o w ..„aA.. I -0.113.1.1•11 IS `� SECTION „B„ii ©\ • M . O I I” iI DETAIL 2 m N DETAIL 1 DETAIL 3 2 (r-/ hi t J --^ CI r�1" x 1/8" TYP. BAR GRATE W ' LP (HOT DIPPED GALVANIZED) Q O KT .- 2 I 1 1 I I E I I J sl O O U lo \ (4) 3-1/2" DIA. COLUMNS aU = mN 7 TREADS CO11'(+1 1/4')=6'-6 1/4' (HOT DIPPED GALVANIZED) 4111 AUGUST AUGUST 18, 2021 "L" SHAPED STAIR Drown by WDM • Checked by SPW Scale SHOWN Order No. FTE-788/#238132 w Sheet No. A 24 of 24 � ZONING COMPLIANCE TABLE ZONING DISTRICT:B1 REQUIRED FASTING PROPOSED MINIMUM LOT SIZE(SQUARE FEET) 25,000 140,7304 140,7303 L y LOCUS ce MINIMUM 1 OT FRONTAGE(FEET) 150 480.8 480.87nBUILDING SFTBACK-FRONT(FEET) 30 87.63 74.53 BUILDING SFTBACK-SIDE(FEET) 25 101.63 101.63 BUCKISLWDROADBUILDING SETBACK-REAR(FEET) 20 70.03 63.03N mMAXIMUM BUILDING COVERAGE(X) 25 8.7% 9.5% 111 z A tm MAGNUM LOT COVERAGE(X) 70 32.5% 38.2% N N o �: LOCUS MAP is 1 \ 1 , NOT TO SCALE 44. 1 \ L p1.45" E 200.00 to ( r i PI ctt .aq 'i v�' ( 0a 'u nl 1.5 /; \� I d 441 ,-\-- ( \ $.r�j34OfI6 I`� \ 450 ai Y6RMTMN ' ta� N 7Tp1'45,E ' �04e VI! N, 4 \. /tr N ti Mir • f2eslp '„ AP .N p Ar : ,,,,',F p My byh 11/4/21 'A/ 8 R7r-c:'-'' SKY N�, TO(/Y 4D.WIOELY o / / BRAN G.YERGATIAN ENGINEER DATE NAIL FOUND -"( \,, PROFESSIONAL &HELD 1.-,�^ - ® R. W .,-5 •`. ^' ' PROPOSED g. V BIT.CONC. \\ M ti PA, L 65 PROPOSED : 1 FIRETRAINING PROPOSED ( / (, ,,,. � �� BUILDING 113.7 ,CONCRETE OUND .• � ^ �/ i / `., '9 .r (1.074 S.F.) FOUNDR!HELD FACILITY l ®A 520 BUCK ISLAND RD. ^l, /; 1\1111111111111® F Q'i)'1:1i I'�1f\V i/ 9,)N , i ` / r A _ f \ 1. CONCRETE BOUND C1' \ j L / / ,♦ \ k Mtm DRILL i ,,� .---' t I y IN m _ HOLE FOUND Q HELD 5 } .i�� / , C / r L, t, ,ti ,_I" / 165 X RIP Rv vX 19.2 % � � WEST YARMOUTH N ;; ,-C, �' MASSACHUSETTS 1 \ I( SIMEAN7 s PR .,` , p v y, 8� (BARNSTABLE COUNTY) Y � " k \ \ '? x �� . , \. of r EL 21.59 / 1 5 \..'3 B CONCRETE BOUND /-{'� ,� �� l FOU DISK - SITE PLAN FOUNDS HELD " T X p ,� ! - .�,,1 i ! i STONE n J� 7 " �/ �!', �1 5. f \�\�\. BECK % Y 1 f UG IM:ids'F •,,,,,,.. ! /' i `4 �� NOVEMBER 4,2021 Ig 8 fr d YARMOUTH FIRE STATION1 6 m t a , STAT/ON 3 �,'; , , / �'� ( % j a% i �\ d ,\ r / j h6 i i ' ") ',,. a v 1 -;,:c1/1//7/,j,1 1,7 ,\/,• i`Yh RFVSIONS• I / C N$ NO. DATE DESC. ,�/ \ \ ',:�r.;; , ��' \ l �` � L`�'v; ,1 1� ! � if r! it y ` < r . a `v 1 4 E 3M i / n / '' v !! // r 1,., I : 0 �I�4,5 / /l7 / i ( cI_S,D LOCUS FORMATIO s 1 -- �, ,/ N s �„ L� CURRENT OWNER: YARMOUTH GT �.� ` .0. Xv� qtr u<, INFORMATION >, . , ckz n z'5,••rlrTOWN OF S TMEN ^ ���<.A c �N 66Z0 .- ,/// __ ___-_ __= /,\ , - TITLE REFERENCE: DEEDSELEBOOK 13696.PAGE 69 V 4/.0 ' \ \-�' 44;',,<4 /�/� -' PLAN REFERENCE: PLAN BOOK 310, PAGE 22 o. �-, s Ovtiry����.. ,-�g?/.10. / cats Y ASSESSORS MAP: 45 & Q .,.��� �"..�� PARCEL: 88 PREPARED FOR: �-- "' / ZONING DISTRICT: B-1 YARMOUTH FIRE DEPARTMENT u "' A "(�')� SETBACKS: FRONT 30' TOWN OF YARMOUTH SIDE 20' 1146 ROUTE 28 a \ t �", MINIMUM LOT SIZE: 25,000 S.F. SOUTH YARMOUTH, MA 02664 "1 EXISTING UPLAND LOT AREA 140,729±S.F. 3 BSC GRoup `� NITROGEN SENSITIVE 1�`y ZONE: NOT A STATE ZONE II FEMA FLOOD 349 Route 28,Unit D \ ZONE DISTRICT: ZONE X W.Yarmouth,Massachusetts '., OVERLAY DISTRICT: PARTIALLY WITHIN THE APD 02673 ' ..,,; EXISTING BUILDING COVERAGE: 11,431± S.F. 508 778$919 V. PROPOSED BUILDING COVERAGE: 12,729± S.F.(9.2%) EXISTING SITE COVERAGE: 45,346± S.F. © 2021 BSC Group.Inc. .$2 PROPOSED SITE COVERAGE: 54,521± S.F. (39X) SCALE: 1"•430' Q 0 15 30 60 ,¢r a FILE:YAR\5061500\C\D\5061500-SP.dwg E DWG. NO:6777-01 rE JOB. NO: 5-0615.00 SHEET 1 OF 1 ewe ler rum i I 1.1 r --..... 1 igg la 11 it lit , Id 11.......L: It 1 %e4t4111 I 1I 1 � !K 1 �• 11 %kV b' 1 s s�� \\ 1111/ 11 11 rl: \ r [__,: , ., , 1. f. 0„• ' s, (c_______,% ,....4.., Iti , I _. ‹ - .1' , --ii„,.....:,..... 0 ,::: .,, i. .. .. ti., '.... t ,(6\0 k , omu..071 3, cru jcp: . croujelL--_ c I Ntigillitiole 1 , liwr ;! ., 0 C/3 ctr • �` 44 ■ IIi Q,iiill° - , tr. /�y M -,rw -,,,,, , .s - 7'; 5M _ a \ s ` Ii ';n „ "J ri. a ',V;:- - rf t , ''4:j tt 'r. v. Y . A t 1 ■ I/ . • . 11111 • .1 .111111 .1 ■ i x•111111 9,ttSi� "(hill rr s,. 0.1.64:,11[111 5�r � , IMirlhe . t 'fin •I111�1 „.. r. cif 'a'. ' SIG wruMrivl •e.%Atimmi MKS-iii 1iw+Kr*mu eta imus i.•1**0~Mri +w1 4 Y REVISIONS by Al COLORS SELECTED: BUILDING COLOR:SLATE GRAY ` WINDOW AND DOOR TRIM COLOR:ICED WHITE EXTERIOR DOOR OTHER THAN BURN DOORS:WHITE NOTE: Burn room doors and all shutters are Galvanized Steel `1 Steven Westra o:. e:.... `'I r r DRAWING INDEX PAGE 01 — FLOOR PLANS PAGE 02 — ELEVATIONS 5 PAGE 03 — ANCHOR BOLT PLAN T1 M PAGE 04 — STRUCTURAL FRAMING PLAN PAGE 05 — STRUCTURAL ELEVATIONS € o PAGE 06 — STRUCTURAL ELEVATIONS CONT, a 9 m ffi PAGE 07 — STRUCTURAL SECTIONS o m o PAGE 08 — JOIST PLANS AND DETAILS W m PAGE 09 — JOIST PLANS AND DETAILS CONT. _ C PAGE 10 — STUD WALL ELEVATIONS AND DETAILS V, W E o PAGE 11 — STUD WALL ELEVATIONS AND DETAILS CONT. a g LL PAGE 12 — ANNEX ROOM DETAILS LL c < a I LC g PAGE 13 — BURN ROOM #1 DETAILS < c & GENERAL DATA PAGE 14 — BURN ROOM #2 DETAILS o o 8 PAGE 15 — WESTEC BURN ROOM DETAILS DESIGN LOADS: " z Occupancy Group: Unoccupied fire training v '< simulator/nonbuilding structure PAGE 16 — WESTEC BURN ROOM DETAILS CONT. FLOOR LIVE LOAD: 100 PSF PAGE 17 — MISC Occupancy Load: Less than 50 . DETAILS a M o < i Construction Type: Type II—B PAGE 18 — MISC. DETAILS CONT. ROOF LIVE LOAD: 100 PSF Area: 2391 sq. ft. PAGE 19 — MISC. DETAILS CONT. WIND LOAD: 134 MPH; RISK CAT I; EXP C Cl)C„ Height: 27 ft PAGE 20 — MISC. DETAILS CONT. SEISMIC DESIGN CAT: A PAGE 21 — PARAPET DETAILS W w Stories: 2.5 7 Allowable Area: N/A PAGE 22 — SHUTTER/BURN DOOR LEVER LATCH DETAILS SITE CLASS: D II. o n..e8 Fire Sprinkler: N/A PAGE 23 — SMOKE DISTRIBUTION SYSTEM DESIGN CODE: IBC 2015 AND NFPA 1402 J 2<2F PAGE 24 — STAIR DETAILS mv� i. NFPA 1402 is the Standard on Facilities for Fire Training C..)Zwo4W and Associated Props. Chapters 1.2.2 and A.1.2.2 state a .). '-:1:. the following 'Fire training structures are not occupied H— Naa4o buildings. Building code requirements for many occupied LL w hoo F = building items, such as fire protection, HVAC, finishes, and �_ 0 • accessibility per the ADA, do not apply to fire training W'T- �86jHo ` structures." Ce V;"i w .....1... � cez,NF N Q m U n Y WU EG RF,'IEVV::;)I , , IY,II L _ E. ,-. ,. E IHE Ai i:1 psis_, BUILT" coi,,' ,i i; , N MATERIAL SPECIFICATIONS: } I W SHAPES:ASTM A992(Fy=50 ksi). L1,iTE: //i—k-1 HSS:ASTM A500(GRADE B). PLATES:ASTM A36 OR ASTM A572(GRADE 50). J .-• ANGLES:ASTM A36. L:U ..;'ii:.; r;:..if.� W C SHAPES:ASTM A36. V D BOLTS:ASTM A325N. 0 < LIGHT GAUGE STEEL:ASTM A653 OR ASTM A924. : " WELDS Field Welding Not Required;Shop Electrodes E71T-1 O 0 N �' l = I 11� j a N tY I.w tt r, v L� rJ o 3. U = ,, SPECIAL INSPECTIONS Date: AUGUST 18, 2021 P (cont. reports required for submittal to city inspector): Drawn by. WDM 1. HIGH STRENGTH BOLTS 2. REINF. CONC W/ F'c > 2.5ksi Checked by sPW 3. WELDING — NO FIELD WELDING REQUIRED Scale: SHOWN INSPECTIONS FOR REINF.CONCRETE SHALLTAKE PUCE PRIOR/DURING FOUNDATION CONSTRUCTION AND Order Na. FTE-788 238132 INSPECTIONS FOR HIGH STRENGTH BOLTS DURING SUPERSTRUCTURE PLACEMENT. fl Sheet No. Iklk IsAkir TITLE PAG, es v REVISIONS by\ I" e 35'-4' 5'-0" 18 RISERS 0 6.67"= 10'-0" 17 TREADS 0 11"=15'-7"(+1 1/4") ` ��""'. , Q 11.-8" HOT-DIPPED GALVANIZED BAR GRATING ON •I I ' .Tri ' „�■�"' CANTILEVER BALCONY AND FIRE ESCAPE Do�� 0 '' LINER PANEL/466309600 Ilir. "!! L L J L L L_ L L L L J 11'_9" THIS SIDE OF WALLONLY I ... ..... ..... .. - 2'STEP UP RAKE TRIM 385930 • X TO CONCRETE INER PANEL/466309600 .. .... ...... .... (THIS SIDE ONLY) ARTIFICIAL SMOKE DISTRIBUTION TI1IS SIDE OF WALL ONLY ~ SYSTEM WITH 6 SMOKE OUTLETS \ BURN ROOM X2 (STUDS/330215) - 1 I 8 RISERS 0 1'=4'-8• (SEE PAGE 23 FOR DETAILS) (.0.STUDS 8330225) BURN ROOM l - - ' 7 TREADS 01r=6'-5" .. INTERIOR OF ROOM IS LINED (STUDS SIT ON FLOOR PANELS) r r.. V`. (I){x{'WESTEMP PANELS AT • WITH WESTEC INSULATION(I)4.x4' OUTSIDE OF BURN L I &STAINLESS STEEL PANELS r g :::iiii ( I ,. - - -- 240 VOLT SINGLE PHASE ��2 OF CONCRETE COVER BY OTHERS, 1�j L ) j „������ (FIE D LOCATED)WITH . I� WITH WESTEC INSULATION n (2)4'x4' TSI EMO PANELS AT !1 n .. INTERIOR FAN COVER '81/ '{1F5` - &STAINLESS STEEL PANELS - 'IIIIMit i ANNEX ROOM DOORSG OUTSIDE OF BURN ROOM i== - -� - #329895 G •/1 O INTERIOR FLOOR SUPPORT STUD WALL L2"STEP UP f .N .�- 1 b.n LINER PANEL X466311000 _I TO CONCRETE I IIIIIII,III I FIELD CUT FLOOR PANELS FAN N IIIIY _ -m (SEE PAGE 1I FOR DETAILS) N w..w Io' AROUND STAIR OPENING / e�J (2)4.x4.WESTEMP PANELS ATl&al "'; L LIMED � SI CEILING OUTSIDE OF BURN ® E FLOOR ROOM DOOR o N ® �PANELS/352500 ............... MI I a y.1 LINER PANEL X466309604 L. '' .... F INSIDE CORNER TRIM 4 WM 6:m THIS SIDE OF WALL ONLY r __ _ _ r III ~ sy O X358240 TYPICAL Ai 4 0 ........... ....... - _. ..... ... ''INSIDE PANEL CORNERS'' I-I .....,.--- b CONTROL to • • IIIIIIIIIII■I I ROOM/2 �.. • CONTROL o LINER PANEL X466311000 ROOM#1 THIS SIDE OF WALL ONLY a '-L1 d 1� ............................................ OUTSIDE CORNER TRIM (STUDS X330215) LINER PANEL (F.O.STUDS X330225) w "1 66311000 THIS SIDE X358740 TYPICAL AT TYPICAL FINISHING TRIM X358140 APPROX.3" ... ... _ N rn X4 8070 WHITE 6.-0" (STUDS SIT ON FLOOR PANELS) 6-6' L. OF WALL ONLY STUDS OUTDE PANEL CORNERS AT ALL LINER PANEL ENDS L 3 STEP UP/DOWN } "' - N w JROLL-UP DOOR / L 'aFL; J 3___\ #330215I I X94009608451636 / I T T up E Al �Y r IT r r Fr r r1 / (1 1 L •.rl 1 1 '1—x"1 1 1 '1 'I— r. 'I "� 1_-- W w 18 GA.ROOF PANEL X351310 Z to / 12'-O" 11•-4" 12•-0" —STEP TRIM X384430 \ RAKE TRIM X380830 a 0- 121-0" 11'-4" 12•-0" 2 01 N 8 8 I 35-4 14-0" a a •• 35-4 14-0 a - Lu d 1.i ¢ • ' ' " 0 6a < - O M m 49-4 491-4" c2 W 1f O z a o K E � . IJ 1-1 FIRST FLOOR PLAN SECOND FLOOR PLAN N o SCALE: 1/4" = l'-0" SCALE: 1/4"= 1'-0" ' N NOTE: ALL SHUTTERS IN TOWER SWING IN (#392100), UNLESS OTHERWISE SHOWN L__ � ALL SHUTTERS IN BURN ROOM (#392300) AND A T 11C (#392600) SWING OUT, UNLESS OTHERWISE SHOWN 1— :73 N BOTH ROOF CURBS(X390304)WITH 16 GA.LIFT OFF COVER Z ro 9446 (X390224)&LATCHES.INSTALL COVER(4 PER COVER)BRACKETS U- US o Tai w 18.CA.ROOF PANELS(ON GAI RFT ROOF ONLY)ARE AND LATCHES 0392013)ON OPPOSITE SIDES WITH RIVETS(#390093) Q Z<vwre COVERED WITH DURABAK SUP RESISTANT PAINT IL COAT ON THE COVER AND TO CURB TO HOLD CURB COVER IN PLACE. ., OF MEWCOTE PRIMER(BLACK)X351900(+)Z.T COATS OF ' yj O"4 LL®O FINISHING DURABAK-18 POLYURETHANE PAINT(BLACK) ATTACH HANDLE(X392020)TO COVER W z �LL MITER CUT OR COPE ALL PARAPET RAKE TRIMS /751999 WITH EMBEDDED RUBBER AGGREGATE) WITH Y•-20%Y2"BOLT(X502880)& 00 AT CORNERS(OUTSIDE)TYP. PAINT TOP OF PANELS DNLY(NOT IN RECESSES) WITHY4-20'1 NUT(X502910) a 1° ATTACH CHAIN(X399184)TO LLI Ly r-PARAPET RAKE TRIM#388630 FOR APPUCATION INSTRUCTIONS SEE BACK OF PAINT HANDLE(X392020)&TIE RING J 90 N / CANS. SHIXILD BE AFFORD AT TEMPERATURES 1� ¢o:M 1 W BETWEEN 60T&95F FOR BEST RESULTS. ATTACH CHAIN RINGS#391013 TO TOP JOIST W Fi z��F `'STEP TRIM X381330 .i�i,,.., T 1 (SEE ROOF ED RING DETAIL BELOW) IL cl m m2 L L L L L L L L L L /// NOT INTENDED FOR HUMAN SUPPORT Lion 1-09 m,..a •HI! 1111 i 11111 ow RESIDENCE ROOF I 0 NORTH III t a E 3 PANELS#351317 / (2)RAPPELLING ANCHOR(S) r\ I O INSTALL NO MORE THAN ONE , I. ANCHOR PER JOIST `• (FIELD LOCATE)(SEE PAGE 17) •r I7Vat„ 0 North arrow for reference onl RESIDENCE ROOF y - PANELS X351305 RAKE TRIM coordinate actual orientation on site f X380830 i. RESIDENCE FLOOR 1. • PANELS#352500 , SCHEDULE 80 1-1/4" DIA. LADDER PIPE #399170 (HOT DIPPED GALVANIZED) ",a L1 . y/ LADDER PIPE#399170 N I I I -8 WAITACH TH ANGLOANGLED ES#340250 OOF • ® ' 2630 BILCO HATCH X390400 r N 1 3/8" DIA. BOLTS X760100, 3/8" DIA. NUTS X760300 1 I 1 C C/1 -X3821 RIDGE CAP SEE PAGE 18 X1. & WASHERS X630146 (3) EACH PER ANGLE 0 ( ) CC INSTALL(1) 1 4" CARRIAGE BOLT I I NOT INTENDED FOR MANUFY X392003 &(1) NUT X502910 INTO Q < PIPE ENDS TO KEEP PIPE FROM • P SLIDING THROUGH ANGLES. Ul 1! :1, i, I„ M FIELD DRILL(i) 5/16" 1 1 Q O U DIA. HOLE THRU EACH 6 END OF PIPE1111 2 .a U H- SH SHOULDER RING 4391013TM N N N r r r r r I r r r r r 12 GA. GALV. PIPE 11! C..) = v / ANGLES#340250 ` PARAPET (FASTENS TO ROOF I, • / ROOF PANEL ► (2)RING BOLT SPACERS OPENING TRIM 3-8' 4'-0" 3'-8' 'e• PANELS) 4' ROOF CURB WITH CRICKET#390304 L (X391009)2 BETWEEN ROOF Date: X387430 TYP. TVP. TYP. 8" 11'-4" 12'-0" mss• FENDER BRACKETS#380017 " PANEL&JOIST AUGUST 18, 2021 ^ 104,°p' s'-t• I.1 NJ FLAT WASHER(#630146) Drown by �M f FIELD DRILL(3) li'NUT Checked by I l'-4• 24•-0" 24'-0" 7/16"DIA. HOLES 351-4" THRU, EACH ANGLE, INSTALL COTTER PIN(#630142) SPW THRU ROOF PANELS RESIDENCE ROOF PLAN ROOF JOIST Scale: SHOWN Order No. FLAT ROOF/ATTIC FLOOR PLANFTE-788/#238132 LADDER PIPE ANCHOR DETAIL SCALE' 1/4" = 1'-0" ARING INSTALLATION DE DETAIL (X2) Sheet No. SCALE: 1/4" = 1'-0" \ X 01 Of 2-r ev REVISIONS by‘ 2x4OR 2x6BYOTHERS BOLT ONTO ANGLE BY OTHERS 24'-0" 11'-4" 3"X 3"X 3'-0"FENDER BRACKET#380017 3" X 3" X 3' LONG 16 GA. ANGLE SPACED AT APPROX. 6'-0"O.C. LADDER PIPE#3991707 CORNER TRIM#381430 22'-0_ ROOF CURB#390304 ATTACH TO ANGLED ROOF/ TAPE CAULK#760703 RAKE TRIM#380830 #390304RAKE TRIM#380830 WITH ANGLES#340250 BETWEEN TRIMS&CAULK 'OOF CURBS #760800 TO CREATE SEAL ' ` `` EAVE TRIM#381530 'I1I'I1I'I'III o io II II !I II - - ROOF 1, ... _ __ .... ..._..... 3/8" DIA. BOLT (TYP. EVERY 10 12") j q „,0,• a _ PARAPET RAKE TRIM #388630 -- ... .. _ _._ ..... EAVE AREA f . :. :. 'r CORNER TRIMS#380330 TYP. - _ L - ATTIC FL i -g, ±;i • • � TRANSITION TRIM—/Ii BRACKETS SIDE WALL PANELS - BRACKETS FOR 2X4 FENDER DETAILS #366830 7 • • - #387130 ........ ..................... .__. . ......_ ... __. scale: 1 1/2" = 1'-0" FAN .......... ....... _... ... INSTALL 4"MINI LOUVER ......- -_... - ..... ® ... - .. -. ® .__. ... �j #392025 0 5'0.C.MAX I- • .... ..: .... ..._..(CORNER TRIMS#380330 TYP. I I _I� I .. HI 1 I1 1• If :II m co _ _ p IIII 77 .... .... . . .._. CRAKE TRIM#385930 ,I I I -u I I� ... ll� II ... -II a x SND WALL PANELS _.. (THIS SIDE ONLY) �, J .. .... ... I� I - _I 2nd FLOOR rn n 66030 TYP1. vm w ID N x z z • �I ® W a 4 = �� :::: .. ... , ANNEX ROOM$IDE WALL.. ... ... ......... ....-._ ..:::: • ..___ ............. ........ a -' a .... .- .. ... \PANELS..#36. .4330 ) I z z cr _ -- - -- - TOP OF 6"CURB z o S3 o a cc S z w -I \ I i 1 j.. ..� a m 7- a- o w Wz \ SILL PANEL#380130 TYP. 49-4 _ AROUND ENTIRE PERIMETER N U F SOUTH END ELEVATION SHUTTER SWINGS OUT THIS AREA ONLY a o a SHOWN IN DUE TO BRACING OBSTRUTHE U SILL PANEL IRE 0 TYP. SCALE: 1/4" = 1'-O" SHOWN IN THE UPPER CORNERS OF THE SHUTTER (NEST SIDE ELEVATION AROUND ENTRE PERIMETER INSTALL 4'MINI LOUVER #392025®5'O.C.MAX C'' N SCALE: 1/4" = 1'-0" ., S W w r 1._ O <i2 F— �m F,j mW NOTE." ALL SHUTTERS IN TOWER SWING IN (#392100), UNLESS OTHERWISE SHOWN _1(.., ALL SHUTTERS IN BURN ROOM (#392300) AND A T71C (#392600) SWING OUT, UNLESS OTHERWISE SHOWN —C.)¢ � �`� o�w ,.1."--.1``" �- viaa'..®o 11'-4' 24'-0" ?Nopz NOTES: _ 3"X 3"X 3'-0"FENDER BRACKET#380017 4 w�a SPACED AT APPROX.6'-0'o.c. 1. WALL PANEL MUST BE FIELD CUT AROUND W a I a(1 CORNER TRIM#381430 / LADDER PIPE#399170 FRAMED OPENINGS Ce""1 ¢m n?El TAPE CAULK#760703 ROOF CURB#390304 ATTACH TO ANGLED ROOF W � ,..,mF BETWEEN TRIMS&CAULK WITH ANGLES#340250 2. TRIMS ARE IN STANDARD 10' LENGTHS 22'-0" w m a #760800 TO CREATE SEAL RAKE TRIM#380830 SOME FIELD CUTTING OF TRIMS IS REQUIRED �� ~ m < CORNER TRIMS#3803307 , l'-/T- N 2„ow -ter.-.-,r �EAVE TRIM#381530 PARAPET RAKE TRIM #388630 'll'I'lllllll '� ote. ; n RAKE TRIM#380830 .. 1 TRANSITION TRIM ..:. 1 _... ... .... __ .. .... o ° .: ... #387130 \ ... _.+ __ .... __ ... ... ... ..... ... _: .:.: CORNER TRIMS#380330 TYP. CORNER TRIMS#380330 .#366030 f/ PARAPET OPENING TRIM 240 VOLT SINGLE PHASE 1-1/2 H.P.FAN N #387430 - F329893(FIELD LOCATED)WITH INTERIOR - I .. -- ... FAN FAN COVER#329895 -_ (III .:. FRAMED OPENING _-- "" __. _ --- .---..... .: ,J _ TRIM#381150 .... .. ._ .. .. __ b .. - ® .... ... ........ .... o FRAMED OPENING 1 - - - w SILL TRIM #381630 w RESIDENCE SIDE WALL PANELS RAKE TRIM#380830 _ _. - 18 GA.ROOF PANEL#351310 Q Q CORNER TRIMS#380330 TYP. - -- *366830 - !- - - - - - - - - .• _ — _ .. - ��0- TRIM#38�50T III II )Idnnnl n)In n)I (II I IIn(I njlnd dntl lfI I FRAMED �� nr n nn nun 1 i. 2 co �T _ INSTALL END CAP#380230 Co C.) Z L - ANNEX ROOM SIDE WALL ` O ONLY AT LIGHT CIRCLED AREAS N. - - PANELS#364330 J _ \ SHOWN ON THIS PAGE FASTEN - EAVE TRIM#384230 n N O a Q .�j' WITH POP RIVETS#762030 - AT BURN ROOM D Q V J Date: AUGUST 18 2021 ..-. _ ...... .. _. ......... .._._ _._ __ ......... TOP OF 6'CURB ,,,::: \ Drawn by. '" . .:. , WDM .... .. ... ......_ .. __ __ TOP OF FINISH FLOOR ` Checked by H .... - \\\ - -1--____ SPW �S..a....m .sTaa .� L - - Il 1 Y, / .. .."T,zf f Scale: — INSTALL SLIDE BOLT#783100 AT INSIDE TOP OF DEAD LEAF SHUTTER 8070 WHITE SILL PANEL#380130 TYP. SILL PANEL#380130 / FFI SIGN#300002 USAGE SIGN #300001 SHOWN FRAMED OPENING WITH SCREWS#760600(LEAF OPPOSITE THE SLAM LATCH) SILL TRIM #382630 ROLL-UP DOOR AROUND ENTIRE PERIMETER AROUND ENTIRE PERIMETER (FIELD LOCATE) (FIELD LOCATE®PTL EXTERIOR ENTRANCE DOORS) Order No. • 49•-4• /94009608451636 FTE-788/#238132 EASTSIDE ELEVATION 4"x4-7/8"•6"FRAMED OPENING TRIMS#387741- NORTH END ELEVATION Sheet No. SCALE: 1/4" = l'-0" SCALE: 1/4" = i'-0" 02 of 24 YREVISIONS by % COLUMN REACTIONS NOTE: x 1. ALL COLUMNS, FIRE ESCAPE PADS & STUD WALLS ARE SET AT TOP OF CURB Y HORIZONTAL VERTICAL VERTICAL (FINISHED FLOOR IS 6" BELOW TOP OF CURB). COLUMN (ANY DIRECTION) (DOWNWARD) (UPLIFT) EXCLUDES ANY AND ALL PREPARATIONS 2. ALL PADS OUTSIDE OF EXTERIOR DOORS SHOULD BE SET AT INVOLVED IN PROVIDING SUITABLE CONCRETE A-1, B-1 3 KIPS 34 KIPS 3 KIPS FINISHED FLOOR (IF APPLICABLE). PADS AND/OR FOUNDATIONS A-2, B-2 6 KIPS 76 KIPS 5 KIPS B-3, B-4 9 KIPS 87 KIPS 26 KIPS 3. ALL DOOR OPENINGS THAT ARE DIMENSIONED SHOULD BE HELD EXACT - A-3, A-4 6 KIPS 87 KIPS 5 KIPS (DOOR LOCATIONS NOT DIMENSIONED CAN BE FIELD LOCATED). ALSO EXCLUDES ANY ANCHORS REQUIRED DESIGN REACTIONS SHOWN: 1. PER IBC 2015 AND LRFD LOAD COMBINATIONS TO SECURE THE BUILDING TO THE FOUNDATION. w 2. WIND CRITERIA: 134 MPH, EXP C; RISK CAT I 3. SEISMIC CRITERIA: SDC A; SITE CLASS D . p 2 p ® • - u °.l: 57-0" OUT TO OUT OF CONCRETE 22'-1 3/4to - _8° 11'-4" J 11'-4" 11,-4" IL 1a,_8, 7,_8" 1 'o F 1 KIP PER FOOT a AT LOCATIONS SHOWN ya W o Fd 3'-0 ,1'-6 14'-7 3 4 6" eI a a_> nI_ nv w z E ............ ......... ... • l y i L. o m w I_ i FIRE ESCAPE PAD SET AT TOP OF CURB < N 8 a 4 o_ z 1' S' _ 8 TYP. 8' TYP. o w Q o T a 4 2 n m N I In I 1 U I m O / �,, tioW � w 6 Z ' 82 NORTH LIGHT DASHED LINES ARE NON I aLOAD BEARING STUD WALLS ��'/ Cl) a I f I v/ce P a, 1/8" 1 - North arrow for reference only - W �� 1 1.25 KIP PER FOOT AT -I coordinate actual orientation on site ado SLOPE FLOORS FOR LOAD BEARING STUD WALLS rn°D of oc WATER DRAINAGE J cD n 3.1 bl LEVEL STAIR 1 �i o�w PAD SET ATO1 4" I ¢ o 'o n FINISHED r aoC � ..� FLOOR ~ NaLL o 11._8" �I In I �w � jz 4" • �-' U _g O— 1 I.. '. Lu 7_ QO<nO 11 O -2 _ I I I I U w LLgm^gi' rn- U cn F`.o� I ow 4I a J o vUsff 7' r1. in I tJ. l ,- I iiii L ! o I I OW n O :-1 a o . 11 I 0 0 ("Ni I 49.-4" ANCHOR BOLT PLAN w SCALE: 3/8" = 1'-0" 0 < a 3/4" DIA. ANCHORS 3 1/4" 3 1/4" M n. I- 9" X 11" X 1/2' PLATE TYP. WALL STUDS = Jo " 1111 (3/4" PLATE IS USED AT O U 00 COLUMNS B3 AND 84) 4" x 2" 20 GA. "CEE" c N p in 0' ;2 - - STUD WALL TRACK #330000 4" x 2" 20 GA. a D Q . z e 1 ® (4) 3/4" DIA. F1554 (GRADE 36) CHANNEL. FASTEN TO FLOOR WITH EXPANSION o 0 I m 4. - • ANCHOR BOLTS TYP. ANCHORS AT 4'-0" 0.0. (RATED FOR A MINIMUM \';,'I l ° M ;a SHEAR VALUE OF 1 KIP) AND POWDER ACTUATED Dote AUGUST 18, 2021 I ® FASTENERS AT MID POINT BETWEEN EXPANSION Drawn by <`'LI COLUMN CENTER LINES ANCHORS (POWDER ACTUATED FASTENERS RATED WDM NOTE: EMBEDMENT DEPTH \ 4 1/2 ' 1/2 ° DETERMINED BY ENGINEER N FOR 105 LB MINIMUM SHEAR VALUE) Checked by � '.; SPW Y DESIGNING THE FOUNDATION 9.. Scale SHOWN " "' NOTE: SEE ANCHOR BOLT PLAN FOR COLUMN FOUNDATION Order No. FTE-788 /#238132 ORIENTATION AND CENTER LINE LOCATIONS. Sheet No. ANCHOR BOLT PROJECTION DETAIL RESIDENCE COLUMN ANCHOR BOLT DETAIL TYPICAL STUD WALL BASE DETAIL 03 of 24 scale: 1 1/2" = 1'-0" scale: 1 1/2" = 1'-0" er V PENSIONS by` 1 2 3 ® 1 2 3 -i) 0 . . _ 35'-4' — - 35'-4" - " 8' 11'-4" 11'-4" I1'-4' 8" 8" 11'-4" 11'-4' 11'-4' _8" . J CO CO L-I Li L th h C,`C1 l�`C, N, �� -'In ^ C(`C, C(`r1 4� Cry fa ^''.._ 1`i G0 J �1 cc"'J G6' �J k 4. �J4 °�J Gd' p�J p�J '' 'a ,j „ 'ol +�N1�6 101 co +�N11° •I -.'')°b1 co (0I ��QNQ +�N,�6 v +fit '0 v -'(J0t' +�)0 _ � I A\1 1�_0\ ...... 1Q t1 ,Q i 1� 1Q bN 1° 4D1 1° �1 1Q �1 p 1 / m - W8 x 10 BEAM.___ t W8 x 10 BEAM _ - W8...x 70BEAM _ _ m ........... W$...x19 BEAM W$_-x--10 AM _ _W$ x 10 BEAM......._ TT TT - - t #315123 #315123 #315126 — #315123 #315123 + #315126 + I I a m_ o N mIU ml^ mkCV �W� Li,_ l� W - �r i Le) v v v^ e}lo�i m ^1 m� m� zF z o: v ';'k M M% z LL r o N -,9, _ v vI Z. v_ v� ^I� ^I v a , N o o 31 1 ,I � 31 3 I 3l 1l � LL : aw = 0 0 G°�J�� I G°�J�� I G°�J�� G°�J\O I p\J�� o\,\)4 \)4 p J� p�J�� 'a z 5�•5' 5')1Q 5')1Q ��16 '5'),Dh 5")1 5'); 5');o a z + N1 + h1 + h1 + 51 + N1 + 1 + 1 + 1 a -n O 131° �1W8 x 10 BEAM_ I �1Q sib AO x 10 BAM IT __^(‘5\ W8 x 10 BEAM �1Q �1 O ��1Q �1W8 x 10 I�1Q p1W8_ x 10 BEAM 1,1Q 1.'5' x 10 BEAM_- I �1Q 51h 1 to _..... . 1511.3_... .� I --,,737 .75-.__ #�131 '.� ..........--- ¢ t BEAM .7 — #313j'f3 #3.i5T73 .__. J/31BTf3- N' N ce O LLw h. SECOND FLOOR STRUCTURAL FRAMING PLAN THIRD FLOOR/A TT/C STRUCTURAL FRAMING PLAN i_ lmwN CD mMv2 SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" z .-% C_z Ii woww Q� Nd 2�® 2 3 ® LL W ce , 00= ¢oa0 24'-0' �. Ce J ¢2hMW W w¢ �7 8' 11-4' 11-4" tr /�A# ~ 0 •Ow N m"O 0 I . aUsl_ NORTH N I "'41 0 if fi fi T jkei, North arrow for reference only - coordinate actual orientation on site QIN QIN r. L N G0 00,4; 0 ¢ I G 3, \°,'1 3� 1°� 3 1°'I W c0 1 1 O to 11`b''J1�1 _.1-1'6,6\+ ��+'J1b1 I0 z IN b _ O Q a N N NOTE: TEMPORARY SUPPORT OF THIS STRUCTURAL M FRAME IS REQUIRED AND IS THE SOLE W' W W RESPONSIBILITY OF THE ERECTOR. THIS TEMPORARY O _ xe J / SUPPORT SHOULD NOT BE REMOVED UNTIL ALL OF `o U_ Ce THE FLOOR AND WALL SYSTEMS ARE IN PLACE. .n I- u H. > NOTE: THIS STRUCTURAL FRAME IS DESIGNED WITH N Ul t= D �Iin 8I,, ALL SHEAR/BEARING CONNECTIONS(NOT a U = ucc x % . --- x', k% SLIP-CRITICAL) AND ALL JOINTS ARE OF THF NI roI NI SNUG-TIGHTENED TYPE COMPACTING THE JOINT TO 3, 31 3, THE SNUG-TIGHT CONDITION SHALL PROGRESS Dote SYSTEMATICALLY FROM THE MOST RIGID PART OF AUGUST 18. 2021 .. O t mI} THE JOINT. THE SNUG-TIGHTENED CONDITION ISTHE TIGDrawn by WDM --- - -- _ -- 1_ IMPACTSH OF E AN IMPACT WRENTHAT IS CH DOR YTHEFEW FULL Checkedb ----- "- '-- "--- -' - EFFORT OF AN IRONWORKER USING AN ORDINARY y SPW I • SPUD WRENCH TO BRING THE CONNECTED PLIES Se ale INTO FIRM CONTACT. SHOWN RESIDENCE ROOF STRUCTURAL FRAMING PLAN Order No. FTE-788/#236132 Sheet No. SCALE:1/4"=1'-0" Ihkai 04 of 24 Y REVISIONS by\ 4 /S/IDE WALL BEAM #31512612 - ' ., •.:I / SIDE WALL BRACE #315119 A , 4 (4) 5/8" X 2 1/4" A-325 BOLTS 3 #390005 WITH 5/8" A-325 NUTS o #390003 TYP. AT BOTH ENDS OF BRACE "' ., a X m ^'o 0 CORNER COLUMN #315040 or #315041 v_ 0 o 6 U "c at A TYPICAL SIDE WALL BRACE CONNECTION DETAILS , _ ` v o ce W a a = a F scale: 1 1/2"=1'-0" _. < a 8 z Q I 0g. Q 4o nN s m g o z- z c a * o _ A � � a o a CO VJ N CC 8 W rn� 0 +�O O U � I� W U ta,Z !i: w , zQ�w1` .+ .L 1 1. 'a c, Bao ." I I LL W F���� A TYP. <o.a� W 7- ,la tao w2nnw _W g&-3,‘9.1 W8x10 I' i k i k I k : I: w gom= W8x10 BEAM #315123 W8x10 BEAM #315123 W8x10 BEAM #315123 a 8x10 BEAM W8x10 BEAM #315123 W8x10 BEAM #315123 1. U,co m'•!.'...,-,Q „'4, o o e #315126 o n * o w .I % % '"'a libi o-. (3 LI �' W6x12 BRACE LI ' 0 15 0 0 �0 #315119 0` Ci O N ......... .._ W8x10 BEAM #315123 W8x10 BEAM#315123 W8x10 BEAM #315123 A TYP. 4'' 8x10 BEAM. W8x10 BEAM #315123 .� W8x10 BEAM #315123 N #315176 q 8"X6'X1\4" TUBE 1`8"X6"X1\4" TUBE 8"X6"X1\4" TUBE - #314115 FASTEN W/ (4) #314115 FASTEN W/ (4) #314115 FASTEN W/ (4) o J z 5/8" X 2 1/2" A-3255/8" X 2 1/2" A-325 5/8" X 2 1/2" A-325 W o BOLTS #390008 W/ W6x12 BRACES BOLTS #390008 W/ BOLTS #390008 W/ Q 5/8" NUTS #390003 #315119 5/8" NUTS #390003 5/8" NUTS #3900030 Q w 1 M w tJ jI 8' 11-4" 11'-4' 11'-4' 8" _ 8" 11-4' 11'-4" 11'-4" 8" :5 'O^ N V/ cn U O a Q a IK- r. U 2 my EAST SIDE WALL STRUCTURAL FRAMING ELEVA RON WEST SIDE WALL STRUCTURAL FRAMING ELEVATION to AUGUST 18, 2021 " Drawn by SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" WDM Checked by SPW Scale SHOWN Order No. FTE-788 /#238132 Sheet No. A 05 of 24 0 vRENS/ONS byaN (4) 5/8" x 2" A-325 BOLTS (2) 5/8" x 2 1/4" A-325 BOLTS #390002 WITH 5/8" NUTS #390003 J IIM #390005 WITH 5/8" NUTS #390003 A (4) 5/8" x 2" A-325 BOLTS #390002 WITH 5/8" NUTS #390003 RAFTER SUPPORT COLUMN RAFTER SUPPORT COLUMN #315117 / #315117 -AK sr ,.t tt RAFTER BEAMS #315142 011111 \ o n W RESIDENCE SIDE WALL COLUMN a n a o f o N rn ATTIC BEAM #315121 RAFTER BEAMS #315142 "B" RAFTER SUPPORT COLUMN BASE "C" RAFTER EAVE CONNECTION "D" RAFTER RIDGE CONNECTION 5 _ L W a V '^ a ct 5 S o s Q N a W O f O 2 W Q N W N Q � O n m N d' Z O 2 0 Z ¢ O d O a n o ¢ CO N N Wi O w - � O aMou U' PI;,-,44 1F-0" 17'-0" 11'-0" 11'-0' Z m"� LIW • Co)- UK�LLT- H a Q o 111 1 .... C ', C L" W WEI`az .... z 2 _ aoao� RAFTER 11/878 R RAFTER 11/4/8 l: W LL w0,,ci o `; WS 43j5142 0 #37574pFTf/ ;� o �� W8#315142 v #3>S742FTER 1�: w ^cii,N B ro� B m^mS'a < h 411 �. .. ....... ... ........... ............. _.__ ._.... ................ 411 �Gim¢ _ a v '�t7 nEw3 ,I W14x34 BEAM #315121 l, ;1 75 W14x34 BEAM M ■I W14x34 BEAM #315121 I� d46, I o C.': v #315980 v o 1 I j j j j J .p OV V o OV I O p O^ V N o " ' 4'-0 •3/4. I k.(-0 3/4 0 0 N ox ox�` 4'-0 3/4' I N I 's 3 ......... o III 11=1mm I -2 W14x34 BEAM315121 6"x8 x1/4' TUBE 6'x8'x] 4" TUBE # #314115 6"x8"x1/4' TUBE W14x34 BEAM W14x34 BEAM #315121 / N #314115 #315121 #314115 W o .I 0 CI a 2bI to M w J G O ci ® Ili. U 1 ■ , N (n (11 -v " 0 20'-4" 0 1101 20._4.. 110' 0 20 4" 01 1 04 I- 0N 22'-0" 22'-0" 22.-0" Dote AUGUST 18, 2021 Drown by WDM Checked by SPW NORTH END STRUCTURAL FRAME SOUTH END STRUCTURAL FRAME TYPICAL INTERIOR RESIDENCE STRUCTURAL FRAME Scale SHOWN SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-O" Order No. FTE-788/#238132 Sheet No. 06 of 24 l • y REVISIONS by - RESIDENCE SIDE WALL COLUMN RESIDENCE SIDE WALL COLUMN - (8) 1" X 3 3/4" A-325 BOLTS (8) 1" X 3 3/4" A-325 BOLTS _ • #390016 WITH 1" NUTS #390011 #390016 WITH 1" NUTS #390011 t (2) 5/8" X 1 1/2" BOLTS #390001 (2) 5/8" X 1 1/2" BOLTS #390001 g WITH 5/8" NUTS #390003 WITH 5/8" NUTS #390003 -� �>;'T. ,:€ 1 € pr : - ..„-1,-.0 € \ 2ND FLOOR TRANSVERSE BEAM #315121 --V`—'\ SIDE WALL BEAM SIDE WALL BEAM S' 8 3 X' a n "A" SECTION THRU SECOND FLOOR RESIDENCE FRAMING A i U W � Z � v Q IA Q W H N a 4 U 2 F 7 g(2) 5/8" X21/4" A-325 BOLTSazdo#390005 WITH 5/8" NUTS #390003 an m No :R7 ozIt 1 4 RESIDENCE SIDE WALL COLUMN RESIDENCE SIDE WALL COLUMN ---0-L/- (8) 1" X 3 3/4" A-325 BOLTS a M a #390016 WITH 1" NUTS #390011 (8) 1" X 3 3/4" A-325 BOLTS #390016 WITH 1" NUTS #390011 V1 N RAFTER SUPPORT COLUMN #315117 W\- w r n°o 'ki' f— �� U li\F rn7^Vi(2) 5/8" X 1 1/2" BOLTS #390001 (2) 5/8" X 1 1/2" BOLTS #390001 € J cD F WITH 5/8" NUTS #390003 WITH 5/8" NUTS #390003 € Z *m v! i2 a Z wow za w� W z TYP. FLOOR END WALL BEAM #315121 c, u R 8 1 SIDE WALL BEAM SIDE WALL BEAM W, 4I'r ng N J c W P,' Y�W �z,.�rnF f- m F,U VJ vOLc, .j JFK ©'\ I M O W 3 "B" SECTION THRU ATTIC FLOOR RESIDENCE FRAMING ®. N 1 (2) 5/8" X 1 1/2" A-325 BOLTS (2) 5/8" X 1 1/2" A-325 BOLTS #390001 w/ 5/8" NUTS #390003 #390001 w/ 5/8" NUTS #390003 —J 77/ \17 vn z S1C Q F �_ � ROOF BEAM ROOF BEAM—�. M 0 a V i ' \ \\ `H' 4}' O 2 S RO7' OF END WALL BEAM #315980 v V F o- < 1'.ii a U 2 o , 1 (6) 1" X 2-1/4" A-325 BOLTS (6) 1" X 2-1/4" A-325 BOLTS #390018 w/ 1" NUTS #390011 #390018 w/ 1" NUTS #390011 —4_,p_____. Dote \ / AUGUST 18, 2021 a Drove by RESIDENCE CORNER COLUMN RESIDENCE CORNER COLUMN WDM Checked by SPW "C" SECTION THRU RESIDENCE ROOF FRAMING SCO1e SHOWN Order No. FTE-788/#238132 Sheet No. X07 of 24 , V REVISIONS :SI, INSTALL AFTER EXTERIOR WALL PANELS ARE IN PLACE FASTEN PLATFORM 12 GA.JOISTS#340118 TO SPECIAL STIFFENING JOISTS#340084(FIELD CUT) / INTERIOR STRUCTURAL TUBES W/CLIPS#340005 FASTEN TO BALCONY JOISTS W/CLIPS#330054 USING#12 X 1 1/4"SCREWS#760602 TO TUBE AND TO JOIST(4 PER LEC) 35'-4" _ 13'-11 1/4" I I 2 1/2" ATTENTION CONTRACTORS: r— SPECIAL 2 GA.JOIST END METAL SHAVINGS SHALL BE COMPLETELY REMOVED TRACK#340082(FIELD CUT) FASTEN TRACKS TO TUBE WITH FROM THE ROOF, FLOORS, AND STUD TRACKS AT o T S.D.SCREW#760602®1'O.C. FLOOR JOIST END THE END OF EACH WORK DAY. FAILURE TO DO FLOOR JOIST ENDI • • TRACKS#340004 TYP. N TRACKS#340004 SO MAY RESULT IN PREMATURE RUST SPOTS. 4 AROUND ENTIRE IIIII • I II Il II _yiFLOOR JOISTS#340041 TYP. PERIMETER < TYPICAL FLOOR &/or ROOF JOIST R ..1.:_,_.. \\-\'-' 11 11 11 - ., C `i 4- I2'-0•I2'-0•I2'-7-I2'-0' 2'-0•I v.. II II II II II II II II ---. II . <I- II ANNEX ROOM ROOF JOISTS#340213 2'-0" 2'-0" 0 11'-11 3/8" 10'-3'. (SEE ANNEX ROOM DETAIL PAGE 12 STAIR HEADER CHANNEL II / FOR EXACT LOCATION OF JOISTS) I3"13" o #340222 AT TOP OF STAIRI 'a. . , , , f EA II FLOOR DECK FLOOR JOISTS N X .1 2`11II a II m .: , , W d I FLOOR JOIST.TRACK#340004 - \ 1—BUILDING CENTER LINE N N 1-33 a STRAP BRACE #340002 AT LOCATIONS W M • SHOWN. FASTEN TO UNDER SIDE OF w m z 1 "*� II I I JOISTS WITH (2) #12 x 3/4" S.D. z o II u II SCREWS #760600 PER JOIST - F a � 1 Il 11 JSTRAP OISTS BARACE UNDERSIDE ATIONS OWN WITH ROOF/FLOOR SECTION THRU FLOOR SHOWING TYP. JOIST SPACING . < N s . II II II BRACE #340002. FASTEN STRAPS TO o a o - JOISTS WITH(2)#12 x 3/4"SCREWS a 4 c " - NT t ' _ �� �� #760600 PER JOIST z 4o z o o o TYP.STIFFENING JOISTS#340084 ¢ v a • a FASTEN TO JOISTS WITH CLIPS E E g chi 1 #330054(AT THE BOTTOM OF JOIST) NOTE: FIELD CUT JOISTS AND TRACK < 8 WITH SCREWS#760600 AROUND STAIR OPENINGS. -ANNEX ROOM ROOF JOIST#340213 .- a n p a (4 PER LEG OF ANGLE) (FIELD CUT JOIST TO LENGTH) SOME FIELD DRILLING OF HOLES IN THE STRUCT. BEAM 34'-8" SILL BE REQUIRED FOR THE 3/8" BOLT Cl)ATTACHMENT OF THE CLIP TO THE STRUCTURAL BEAM v/c 3 35'-0" 14•-4•: LU w n —- 49-4" I_O OPV H SECOND FLOOR JOIST FRAMING PLAN _1" " " FLOOR/ROOF JOISTS C..)Z c..1 e LL SCALE:1/4"=1"-0" ¢ W ,0 -wl. 35'-a" / # WALL TRACKS M JOIST CLIP #340001 111 UNooz NORTH JOIST END TRACK M' N V wornE ��nlw 4" 3a'-6" 4" 1� / 8" x 4" 18 GA. CHANNEL �z^cxU w ¢�N�_ SPECIAL 12 GA.JOIST END m m, TRACK #340082 FOR FLOOR JOISTS#340041 TYP. FASTEN CLIP TO JOIST & N 0� v PARAPET STUD IN THIS AREA TRAC ST END North arrow for reference only - TO TRACK WITH (8) 12 x 3 4" w�� L FASTEN TRACK BEAM WITH FLOOKJ01 s#340004 TYP. coordinate actual orientation on site 3/8" DIA. BOLTS #760100S.D. SCREWS #760600 PER CLIP NUTS #760300 W 2'-0" O.C. thi '7 I t WI Ij 11 1 FLOOR/ROOF SUPPORT BEAM � J-i• I• II II II { . - TYP. JOIST TO EXTERIOR BEAM CONN. `1 STRAP BRACE UNDERSIDE OF ROOF/FLOOR - JOISTS AT LOCATIONS SHOWN WITH STRAP (V I • BRACE #340002. FASTEN STRAPS TO I I ', JOISTS WITH(2)#12 x 3/4"SCREWS #760600 PER JOIST N I �� I �� I W• w I : p o 0• < • b-6' ' 6'-0" FLOOR/ROOF JOISTS g z o .� , Z N . im JOIST CLIPS #340005 n N > d • a W D Q to • • • • II IL- T IL. 1I! Date FASTEN JOISTS TO JOIST CLIPS AUGUST 18, 2021 i FASTEN CLIP TO BEAM WITH WITH (8) #12 X 3/4" S.D. Drawn by e SPECIAL 12 GA. JOIST FLOOR JOIST END HEADER CHANNELS 3/8" DIA. BOLTS #760100 & WDM ` END TRACK #340082 TRACKS#340004 TYP. #340222 / SCREWS #760600 PER CLIP TYP. STIFFENING JOISTS#340084 FOR PARAPET STUD IN NUTS #760300 Checked by SPW FASTEN TO JOISTS WITH CLIPS #330054(AT THE BOTTOM OF JOIST) THIS AREA WITH SCREWS#760600 FLOOR/ROOF SUPPORT BEAM Scale SHOWN (4 PELEG OF ANGLE) (FIELDRCUT JOIST TO LENGTH) A T77C JOIST FRAMING PLAN TYP. JOIST TO INTERIOR BEAM CONN. Order No. FTE 788 #238132 • SCALE:1/4"=1'-0" Sheet No. 08 of 24 1 rY REVISIONS byaN w a ��,� w l�j 4-�" , w in < EAVE STRUTS //340060 TYP. / NORTH "' < �AT RESIDENCE EAVES i X '4 ',1 S z L',3 a 4 I II I I 12 GA. RESIDENCE ROOF JOISTS#340346 North arrow for reference only - a N 8 a coordinate actual orientation on site < o < o o w j FLOOR JOIST END TRACKS ¢ n m / #340004 TYP. ACROSS ENDS z o cTo z E o� 16 GA. RESIDENCE ROOF JOISTS#340054 o Z " a • w i II II H II N o - -,_ I 11- I{ IF IF- STRAP BRACE UNDERSIDE OF a n o a % l . ., ROOF/FLOOR JOISTS AT LOCATIONS r I III I I LI SHFASSTEN STRAPWITH S TO JOISTS WITH AP BRACE #340002. Cr) p II II 0 (2)#12 x 3/4"SCREWS#760600 PER JOIST V o U II II NOTE: FIELD CUT JOISTS AND TRACK W n�� \ / AROUND ROOF OPENINGS. o M 0 0 I F-,?-;s-r-,•i ` / - H FLOOR JOIST END TRACKS ^N II #340004 TYP. ACROSS ENDS Z n 7 0 UU N .- W OlarW II u u u 12 GA. RESIDENCE ROOF JOISTS#340346 K ?a vw" a 15-4" 4" W u.. -a ,^8 hi 24'-0" W wK mF4 RESIDENCE ROOF JO/ST FRAMING PLAN w 8 W SCALE.1/4"= M 1'-O" "-Ni 8L4 ® P- CV N 1 z Z 0 1n J W 1-- 121 w 0 Q o cn l 0 = Z U -' cn (J)U „a D < O D Q �o c U = Date AUGUST 18, 2021 Drown by WDM Checked by SPW Scale SHOWN Order No. FTE-788/#238132 Sheet No. A09 of 24Adit if Y REVISIONS by1 FLOOR JOISTS ATTENTION CONTRACTORS: ALIGN WITH TOP OF JOIST TRACK METAL SHAVINGS SHALL BE COMPLETELY REMOVED FROM THE ROOF, 8" x 2 1/2" 16 GA. "CEE" FLOORS, AND STUD TRACKS AT THE END OF EACH WORK DAY. FAILURE TO DO SO MAY RESULT IN PREMATURE RUST SPOTS. ' _ FASTEN WALL TRACKS TO JOIST TRACK WITH #12 x 3/4" S.D. SCREWS #760600 ` STUD WALL TRACK #330000 AT 1'-0" O.C. 4" x 2" 20 GA. CHANNEL 35'-4" FLOOR SUPPORT BEAM r JOIST END TRACK #340004 8" x 4" 18 GA. CHANNEL SPECIAL STUD WALL 55 TRACK#330305 TYP. AT K. ice' •� TOP &BOTTOM OF 8" 8" 8" SEE DETAIL BELOW '-4" - 8 °AAI ', TYPICAL TOWER STUD TRACK CONNECTION PARAPET STUDS ONLY I . -,l¢ Ai scale: 1 1/2" = 1,_0" `. WALL STUDS#330300 , ""' TALL SP.. AT US ADTTIC 330213 SIDEWALL TYP. AT PARAPET a WALL STUDS - --_ _ _ ___ AP BRACEINSIDE FLANGE OF =o STRAP L GE FASTEN STUDS TO TRACK 4• x 2' CEE' --- ----- - �� - - - STUDS AT AS SPAN WITH STRAP #340002 WITH (2) #12 x 3/4" S.D. w 18 GA. WALL STUDS#330235 c1 < '< SCREW#7606 ON PER STUD#TYP12 x 3/4" SCREWS #760600 AT EACH o < ,o 1 0 0 END OF EACH STUD J -- -1 ---- •I o m 7 w STUD WALL TRACK #330000 •i i 3a-J 1/4 3' 3'-0 1/4' v - 4" x 2" 20 GA. CHANNEL �• - 18 GA. WALL STUDS#330231 0 F.O. STUDS#330302 - F.O. STUDS #330221 z 'a ? ANNEX ROOM ROOF JOIST#340213 w TYPICAL TOWER STUD CONNECTION a F a = o scale: 1 1/2„ = 1'-0" b - —^� —' { m a a co < a 18 GA. WALL STUDS#330230 - - - o r o <' a z n M y 3-4' 0 t3.-4",„ x , WALL STUDS#330216 z o . ^,..., z E I __ __ __ o f/-a^ .. TYP. AT ANNEX ROOM a S r a •a, 6'-01 4' _ n 3 7 1/4" - + / '_ •� #330310 DS •I ,q (SEE ANNEX ROOM FRAMING PLAN y o - o mo w FOR EXACTLOCATION) z F.O. STUDS#330220 j iE C STUD LOC TIO ) a ,^ o ¢ NOTE: FIELD LOCATE RESIDENCE AND TOWER FRAMED OPENINGS n ^ F.O. STUDS#330265 UNLESS DIMENSIONED ON PLANS OR ELEVATIONS. , c'' EXTEND DOWN TO FINISHED FLOOR //���� I— — - (DOUBLE JAMB STUDS) y♦CC N STUD WALL TRACK #330000 W o1 TYP. AT TOP&BOTTOM OF O1� n EACH FLOORS STUD WALL o NOTE: FIELD CUT FRAMING AROUND FRAMED OPENINGS F--' F,m^w EAST SIDE STUD WALL FRAMING ELEVA 770N J E N M �m S X¢ U Z WOLLW (2,,-....,„, SCALE.:1/4"=1•-0" Q � � N viaaLL0 35.-4" 1.1 W J Z T z - 2 4,_0" 11_4" - W N D O <°,o a Rg , LL ¢ INV SEE DETAIL TO THE RIGHT 8" 8" g^ . i j Lt'-n j w SPECIAL STUD WALL TRACK #330305 W ¢ 'N j o c_ TYP. AT TOP&BOTTOM OF ILJ ' m�.-v PARAPET STUDS ONLY -0-.oLL TYP. WALL STUD �" WALL STUDS#330300 . I M 0 w •_I • TYP. AT PARAPET PO EE WALL STUDS#330213 a ` TYP. AT ATTIC SIOEWALL -- _ .. t u -_ ©I O T. BOTTOM DIVERTING STRAP BRACE INSIDE FLANGE OF // ,i. _ ANGLE #330307 STUDS AT MID SPAN WITH STRAP #340002 FASTEN WITH (1) #12 x 3/4" s. /,/ 13 4 ,\ STEP 1 SCREW#760600 PER STUD TYP. o \ / �' 0 3-0 1/4" SEE BURN ROOM #2 FRAMING BEND UP FLAP 90' I - = =_ PLAN,PG.14 FOR EXACT STUD � N N 0 1%y •..i. �I\\ 3a J 1/4" o •I LOCATION. �PRO//% 18 GA. WALL STUDS#330231 / o »\\ 1 m 18 GA. WALL STUDS#330235 = W F.O. STUDS#330221 /'/ .-. 4-10 F.O. STUDS#330302 1oJOIST END TRACK#340004 ISOMETRIC BACK VIEW -1. 1110. 0 .21 z hi _. -- ---- t .....t »-. -- - ._.- __. .._. SEE BURN ROOM 1 FRAMING m g... ........ ....-.. ....... _..... - PLAN¶P613 FOR EXACT STUD jr,....-. O > < LOCATION. TOP DIVERTING w / a 18 GA. WALL STUDS#330230 FIELD CUT ANGLE #330308 w 1 '`\� 3'-4" F.O.STUDS#330220 STEP 2 3 3/a' _ o O •m •i / 31-0 1/4^ \� 3x_0 1/4" PROX .9. O ` c •, FIELD CUT OFF AJl' 4 �/C• BOGL�M#3D30307NG .1 U = .N WALL STUDS#330216 - ,,1 1` TYP. AT ANNEX ROOM BEND FLAP SILICONE CAULK11111111111r Date AUGUST 18, 2021 f I 90' #760800 STUD WALL TRACK #330000 TAPE CAULK Drown by WDM TYP. AT TOP&BOTTOM OF #760703 AS SHOWN ISOMETRIC FORNT VIEW Checked by EACH FLOORS STUD WALL SPW 4B•-4" DIVERTING ANGLE DETAIL AT ATTIC & PARAPET WALL Scale SHOWN Order No. FTE-788 /#238132 WEST SIDE STUD WALL FRAMING ELEVATION Sheet No. \ SCALE:1/4"=1•-0" 10 of 24 e . REVISIONS by, _ `f 6" TYP. TYP. TIP. TYP. TYP. 1' TYP. TYP. TIP. TYP. TYP. 6" 6" TYP. TYP. TYP. TYP. TOP. 1' TYP. TYP. TYP. TYP. TYP. 6" F.O.STUDS#330221 (FIELD CUT TO PROPER LENGTH) 1 • _ � _ LOCATION OF FAN IS FIELD LOCATED ' .-- FRAMED OPENING STUDS#330221 YO 1/4' 3'-0.1/4" 3'-0 1/4' /1 KEEP FAN LOCATION AS CLOSE TO CEILING AS POSSIBLE ^` TYP. "t^-. (FIELD CUT TO PROPER LENGTH) o • , 18 GA.WALL STUDS#330231 n .1 0.- I [ gg rrTOP.AT ATTIC END WALL 1'-10" "v •.,.. § fC ,,.s` .I.....I..... .).......... ai LL LI'.....L- L . LSUPPLIED BY TO STENERS �— 18 GA.WALL STUDS ,1 n A, FA (FIELD CUT TO LENGTH) FRAMED OPENING FASTEN FAN TO WALL a y III #330231 TOP.AT ATTIC •I le I WALL STUDSMANUFACTURER y.. J s END WALL(FIELD CUT TO �c1 �� 240 VOLT SINGLE PHASE I' • STUD WALL TRACK 330000 N IIhIII HEADER TRACK 33000 :_ ' -- STRAP BRACE INSIDE FLANGE# i-1/2 H.P.FAN#329893 ATTACH TO WALL STUDS TYP. AT TOP&BOTTOM OF (FIELD LOCATED)WITH WITH CLIPS 330001 r. , INTERIOR FAN COVER 1_�� F.O. STUDS #330224 i 3'-4" 1 v1 OF STUDS AT MIDI SPANAWITH EACH FLOORS STUD WALL # 1 #329895 I I •/ STRAP #340002 FASTEN WITH } 'lll„IIII z I - — L= I (1760600x PER 4STUD T1YP. w I o n c. 3 0 1/4' ' II oO IO I O j O CAULK AND FASTEN WALL 18 GA. WALL STUDS#330377 ' ' -.I a BRACKET THROUGH PREPUNCHED I 1 SUGGESTED FAN LOCATION SEE w , MOUNTING DETAIL AT LEFT I 2" II If 2 HOLES WITH (16) 1/4 DIA. X 2" I i 'm ___..__.__ __ _____ LONG MACHINE BOLTS#392009, In (. L -- 'cl WALL STUDS FLAT WASHER#502930• &NUTS - '�,„ -;_� N rn ` FASTEN INTERIOR 24" X 24"WIRE MESH FAN COVER #502910 THROUGH WALL PANEL - n I #329895 TO STUDS/TRACK WITH FIELD CUT ANGLE AND STUDS/STUD TRACKS. PLACE DOOR HEADER#330187 LLo '" #380040 AND(12) #12 x 3/4" SCREWS#760600 WASHER UNDER HEAD OF BOLT• . 2 ^ i •F.O.STUDS#330226 y i WI z ` 3_4. - ¢ e 14 FAN MOUNTING DETAIL -__ ___:__ == _ w v e a • 3f3 Q F 4 I I ° j 7 0 0 • WALL STUDS#330216 n < j z o d - E a LL 8 n m N EL__ I J—I L.. z o o ce z a STUD WALL TRACK #330000 TYP. AT TOP o 2 c v Z &BOTTOM OF EACH FLOORS STUD WALL a n o a - STUD WALL FRAMING ELEVATION AT RESIDENCE AT11C WALL NORTH END & ANNEX TRANSI77ON WALL FRAMING Cl)SCALE:/4"=1'-0" SCALE:1/4"=1'-0" v/c 0 NOTE: INSTALL LINER PANEL #466311000 W W ON BOTH SIDES OF STUDS. `I. o °M El (SEE LINER PANEL DETAILS) r o m S t TRIM ENDS OF PARTITION . ..'(.D 2 M S WITH EXTERIOR CORNER TRIMS #358340 Z *'xa U Z wo,1w s'-7 7/e' 4:1C EY a X LL 22.-0" r 1 LL.w -z- FLOOR JOISTS W , :-I-gg. 1 1 1 1 t l 1 l 1 1 I 1 1 t l 1 1 1 1 1 1 1 1 1 1 WALL STUDS #330300 iimoinommi 8" x 2 1/2" "CEE" /'�/ _ won TYP. AT PARAPET til -z��N� m�7 SPECIAL STUD WALL TRACK w c e IIIitiIiiiIIItIiIiIIIIIi. OF PARAPET STUDS ONLY `O w4 #330305 TYP. AT TOP&BOTTOM I '.1 Li ,:„,„ I STRAP BRACE INSIDE FLANGE OF STUDS AT MID SPAN WITH STRAP #340002 FASTEN WITH INTERIOR STUDS #330215 I (1) #12 x 3/4"SCREW#760600 4" x 2" 20 GA. "CEE" 11111111111__- PER STUD TYP. LOCATE (1) STUDDIRECTLY I ml.moNu • "gig UNDER EACH 18 GA. WALL STUDS #3302351 1111111111 UNSUPPORTED JOIST N O •'' i7 F.O. STUDS#330302 V ®III®I�I•I®IuII (SEE BURN ROOM#2 FRAMING .q WINDOW/SHUTTER DOOR HEADER#330187 PLAN,PG.14 FOR EXACT STUD HEADER #330002 1 Q �, JOIST END TRACK #340004 H 1111711111111 LOCATIONS) m w WI- CI STRAP BRACE #340002 F.O.STUDS#330226 1 �s " O_ •i --- (SEE BURN ROOM#1 FRAMING •< � 'i ~ I L ..II PLAN,PG.13 FOR EXACT STUD ,3'-0 1/4"_——:o o E Q LOCATIONS) WALL STUDS#330216 :oe 0 U 11 I II II I'III' I-I-I�i' 18 GA WALL STUDS#330230 ? c,Q• ,I-I.I.I®1' F.a.sruos#330220PARTITION WALL o ;Cr) = m N 1 TRACK #330000 r • J Dote " &BOTTOM OF EACSTUD WALL TRACK H FLOORS STUD330000 A WALLT P 1 Al 22-0 I Drawn by AUGUST 18, 2021 SOUTH END STUD WALL FRAMING ELEVATION illiMil= CONCRETE CURB NORTH END ANNEX WALL FRAMINGWDM Checked by SPW SCALE:1/4"=1"-0" SCALE:1/4"=1'-0" Scale SHOWN - FLOOR SUPPORT PARTITION AT "L" SHAPED STAIR Order No. FTE-788 /#238132 Sheet No. 11 of 24 NeREVISIONS by` 5 1/4" �1'-0 7/8" _ //,# 5 7/8" 1'-10" _ 1'-7 1/81 1'-7 1/8_ 1'-9 7/8" 2'-0" _ 1'-6 3/41 �_0• 2'_0• 1'-8 7/8_ 1'-7 1/8" 1'-7 1/8" /-77—tl 1 NORTHA r "V # T C f. C r f 2C f. r r r f' f. 17 + \ North arrow for reference only- \ - coordinate actual orientation on elle JOIST END TRACK #340004 O ROOF JOIST #340213 ANNEX ROOM ROOF JOISTS #340213 • 21._4. . to t C7 a z' dg5 :a= FINISH TRIM #358140 4 , \ 2T k ANNEX ROOM F.O. STUDS TYP. #330226 i o CO ga 1 ce r O O N K • 22•_0• X Z tib Q NOTE: EXACT LOCATION OF ANNEX ROOM STUDS MUST a d _q BE MAINTAINED TO SUPPORT ANNEX ROOM ROOF JOISTS b "A" SECTION THRU ANNEX ROOM < ,, o lic 19 rl SCALE: 1/2" = 1'-0" < 4 o d a - a 4 .8 n m N HUH ANNEX ROOM STUDS TYP. #330216 E a o a 5 ry CnN N - - FASTEN SUPPORTS TO ROOF JOISTS w 0 WITH (2) #12 x 3/4" SCREWS W n —`1` #760600 AT EACH JOIST l 2 m v tOu -- LINER PANEL #466309600 STUDS #330214 - z'-o" a'-o" _ a•-o- . a-o" - ~ 'r'm1Ow L 4" x 2" 20 GA. "CEE" �'Z n a F ROOF PANEL SUPPORT #340072 4" x 2 1 2" 16 GA. "ZEE" Z o w ROOF PANEL SUPPORT #340073 / U— = 6" x 2 1 2" 16 GA. "ZEE" ¢ z<---E 4 / ROOF PANEL SUPPORT #340071 a „f \ 2" x4" 16 GA. "HAT" ■ ■ wa•4Jo I �i� ~ ROOF PANEL SUPPORT 1J I o o? c '�- / EAVE ANGLE #340070 T F.O. STUDS #330265 -[ - #340074 7" x 3" 16 GA. "CEE" _ 4" x 4" 16 GA. FASTEN W LL ,-.:1,1 m EXTEND DOWN TO FASTEN TO WALL STUDS WITH y o FINISHED FLOORTO JOIST TRACK WTH Ili fl172 (2) #123/4" #12 x 3/4" SCREWS n ^ •1 #760600x AT EACHC STUD LI.1— w9mNU _iJ (DOUBLE JAMB STUDS) "' 1 L #760600 AT 1'-O" O.C. rn oLL r f "1 'l 1 IT ii t c,102 -' I. JOIST END TRACK #340004 ' a"v`, new 8070 WHITE STUDS #330216 - ©� o` ROLL-UP DOOR 4" x 3" 20 GA. "CEE" o #94009608451636 - 3-0" _ 8-0" _ 3-0' - N 14'-4"OUT TO OUT OF STUDS I ANNEX ROOM PLAN & STUD LOCATIONS 13,_8. — J WCI J O Q w STUD WALL TRACK #330000 / 0 < c. 4" x 2" 20 GA. CHANNEL u'-a O U o r FASTEN HEADER TO F.O. STUDS WITH (4) WALL STUDS #330216 "B" I 8 O § x• 3" 20 GA. "CEE" B SECTION THRU ANNEX ROOM ROOF _ Z #12 x 3/4" SCREWS #760600 PER CLIP a • FASTEN STUDS TO TRACK SCALE: 1/2" = 1'-0" STRUCTURAL HEADERS WITH (4) #12 x 3/4" S.D. Date: AUGUST 18, 2021 (2) 10 3/4" x 2" "CEE's"#330002 SCREWS #760600 AT EACH Drawn by or (2) 16" x 2" "CEE's" #330187 END OF EACH STUD111 WDM STUD WALL TRACK #330000 Checked by SPW • 4" x 2" 20 GA. CHANNEL STUD WALL TRACK #330000 Scale: 4" x 2" 20 GA. CHANNEL SHOWN TYPICAL ANNEX ROOM FRAMED OPENING HEADER TYPICAL ANNEX ROOM STUD CONNECTION Order No. FTE-788/#238132 Sheet No. scale: 1 1/2" = 1'-0" scale: 1 1/2" = 1'-0" _.A, 12 of 24 .." / (-10" 3'-0 1/4" 3'-1 3/4" 8" REVISIONS 6y _ ���. FASTEN SUPPORT ANGLE #397015 1-s / FASTEN W/#12 x 3/4" SD SCREW \ alal NORTH�/�� ROOF JOISTS F ill �I / 2" WESTEC INSULATION #397010 ((PUSH/EXTEND NOTE: STUFF 2" x 24" WIDE 4 PANELS#397196 CEILING INSULATION To FACE OF WALL STUDS S.S.WALL PANELS#397196 i N • INSULATION BETWEEN CEILING 8c ZEE NOTE: STUFF 2" WIDE x CONTINUOUS BEFORE INSTALLING CEILING - _ North arrow for reference only - -- - — c- INSULATION & PANELS PLACE CEILING PROBES - coordinate actual orientation on site LENGTH INSULATION AFTER WALL & ( ,' DIRECTLY ABOVE INTENDED 1 CEILING PANELS ARE IN PLACE II :.4 9P "( 3" MIN SPACING FROM 15SEATFOR F THE FIRE. SEE PAGE \ -7!-.. `_4 Arm EDGE OF S.S. PANELS TO s`' 15 TYPICAL CEILING = PROBE DETAIL (DO NOT A"TT BURN ROOM #1 am..-II UNDERSIDE OF JOIST -; des i ' INSTALL ON WALL) / i (1) 4'x4' WESTEMP PANEL : 4:11);.;:s INTERIOR OF ROOM IS LINED AT CEILING OUTSIDE OF 20 GA. 1-1/2" x 1-1/2" G • A 1 r- - FASTEN 16 GA. CORNER TRIM #397020 WITH / / 4 Zi - WITH WESTEC INSULATION BURN ROOM DOOR ZEE CHANNEL #397000 PLACE WALL PROBE DIRECTLY _ , #12 x 3/4" S.S. HEX HEAD SELF DRILLING SCREW STAINLESS STEEL PANELS '(� NEXT TO SEAT OF FIRE (APPRX II #397008 (ONLY FASTEN TO CEILING PANELS) \ 2" INSULATION #397010 5'-0" ABOVE FLOOR LEVEL), ' (USE TRIM #397025 WHEN CEILING PANEL is SEE PAGE 15 FOR TYPICAL ; o RUNS IN THE OPPOSITE DIRECTION SHOWN) I �`\ 3" BATTEN #329703 F I S.S.WALL PANELS#397196 "� •i WALL PROBE DETAIL (DO NOT NSTALL IN CEILING) - i 11'-0" 24 GA. CORRUGATED STAINLESS STEEL PANEL PLACE CEILING 111.11111 >SUPPORT ANGLE #397015 �� X PROBES DIRECTLY o ABOVE INTENDED '> _ _ - - - D. rn 7 o SEAT OF THE FIRE. . SUPPORT ANGLE #397015 < SEE PAGE 15 FOR /-- -\ \ 40 '�" o TYPICAL CEILING o ii w PROBE DETAIL (DO 1, S.S.WALL PANELS#397211 FASTEN STAINLESS STEEL PANELS WITH #12 x 2" I z J 2' x 2' x 12' WESTEC o NOT INSTALL ON STAINLESS STEEL HEX HEAD SELF DRILLING SCREWS �' ' a WALL) #397005 W EVERY ZEE CHANNEL 0 6" O.C. MAX. SPACING '' LLI INSULATION #397010 �• � ' a F a ' 0 \__/ \ = o a n FASTEN 16 GA. STAINLESS STEEL CORNER TRIM ' \ FASTEN 1-1/2" x 1-1/2" x 10' < 4 S.S.WALL #397030 WITH #12 x 3/4" S.S. HEX HEAD SELF , \ 20 GA. ZEE CHANNEL #397000 PANELS#397211 , WITH #12 x 3 4" HEX HEAD a LL o n m L DRILLING SCREWS #397008 ® EVERY 9" O.C. / 2" x 4" STUD #330312 WITH crc ro I (ONLY FASTEN ONE LEG TO WALL PANEL) � SELF DRILLING SCREWS STUD WALL TRACK #330000 z o z S'. z #760600 © EVERY STUD 4" x 2" 20 GA. CHANNEL a Z , o_ 1" MIN SPACING FROM EDGE STUD I Ill , TOP AND BOTTOM OF STUD o w a .- INTERIOR WALL STUDS #330215 O "' TO OF EDGE S.S. PANELS CHANNE '" " FASTEN STUDS TO TRACK �_ $ a. z _ INTERIOR F.O. STUDS #330225 s 3 s WITH (2) #12 x 3/4° S.D. a i o a FASTEN BATTEN STRIPS #329703 (FIELD CUT AS NEEDED) �� SCREWS #760600 AT EACH I EDGE MIN SPACING FROM END OF EACH STUD (2) 4'x4' WESTEMP PANEL WITH #8-18 x 1-5/8" PHILIPS WAFER HEAD S.D. SCREW / STUD TO OF EDGE CO'-7 3/4" 7-0 1/4"/ 1'-0^ AT CEILING OUTSIDE OF #760613 ® MAX. 24" O.C. . S.S.PANELS CHANNEL C ♦ a BURN ROOM DOOR Ww n , � I DETAIL "C" SECTION THROUGH BULK HEAD II"—'2 � FIRST FLOOR BURN ROOM #1 scale: 1" - ,'-o" _i z *� a U Z *....°35a Q 1b The airborne particulate generated by handling Westec insulation blanket ¢ ci¢` ",_ scale: 1/2" = 1'-0" Q a"w� requires the use of appropriate respiratory protection, pursuant to the .-C.5 4 requirements of OSHA standards 29 CFR 1910-134 and 29 CFFI- via a'o 1926-103, is recommended. Please review the Material Safety Data w F g L g z Sheet prior (located in erection manual) to working with Westec FASTEN CORNER TRIM 3" MIN SPACING FROM insulation for a complete description of all required protection. 1.1/.7.-. 4aakcoi #397015 W/ #12 X 3/4" EDGE OF S.S. PANELS TO g" WIDE INSULATION WRAP _ ��n w (#760600) ® EVERY NDERSIDE OF JOIST The airborneparticulategenerated bycuttingor trimmingWesternpanels w Wiz,-,o,F JOIST ^ BEHIND WALL BATTEN NOTE: P w � requires the use of dust masks such as the 3M 8511 N-95 or o STUFF BEFORE INSTALLING q LL m-os JOIST equivalent. Please review the Material Safety Data Sheet prior �n oow BATTEN STRAP BRACING 7" (located in erection manual) to working with Westemp for a complete m� #340002 INSTALL a" _ -- _� description of all required protection. �LLE'9 BETWEEN JOISTS /- _'_ t\ e, \ JOISTS#340084 © \- I { / FASTEN TO LONGITUDINAL S.S.WALL PANELS#397113 E '\ \ JOISTS WITH CLIPS#330054 �(`"` AND SCREWS#760600 �✓ /—"C" ® o ` � _ ^S^S.WALL PANELS#397113 "\ WALL STUD f W14034 BEAM \� ;`�� W14034 BEAM J I r W8x10 BEAM i 6 FACE MIN SPACING FROM ,' - / / rv\ FASTEN SUPPORT ANGLE#397015 FASTEN WITH , 1 / N \ 1 '1' OF STUD TO EDGE OF S.S.CEILING PANELS#397210 #12 x 3/4"SD SCREW#760600(9"O.C.) I 7 CEILING S.S. PANELS I WALL STUDS#330312(TYP. SPACED®2') d '�j _11 LINER PANEL � � S.S.CEIONG PANELS#397210 �I #466311000 (SEE BULK HEAD STUD CONNECTION DETAIL ON PAGE 14) • /' 1'-1" 9'-11" 12'-9" 1'-5" FASTEN 5" X 5" BOX CORNER TRIM #397025 C„ / J W/ #12X3/4" (#397008) AT 6 1/2" O.C. 5.5.CEILING WALL STUDS#330312 --LINER PANEL 14-2" 0 1- BOTH LEGS (THIS BOX TRIM ONLY) PANELS#397244 (TOP.SPACED 0 2')(SEE BULK HEAD ca #466309600 Q p STUD CONNECTION DETAIL ON PAGE 14) r 1.1 2" INSULATION #397010 I I a SEE PAGE 15 FOR TYPICAL WESTEC BURN ROOM y ° ° INSTALLATION DETAILS . O o o m 11'-0" 10 0 N INTERIOR STUD WALL#330215 .. I- u 1 EXTERIOR STUD WALL INTERIOR STUD WALL#330215 EXTERIOR STUD WALL h Cr S Z o a = 1 SEE PAGE 15 FOR TYPICAL WESTEC m BURN ROOM INSTALLATION DETAILS Date: AUGUST 18, 2021 " Drown by WDM F-__7,/ t \) r Checked by spw / / ` Scale: SHOWN Order No. FTE-788 /#238132 "A" SECTION THRU 1ST FLOOR BURN ROOM #1 "B" SECTION THRU 1ST FLOOR BURN ROOM #1 Sheet No. scale: 1/2" = 1'-0" scale: 1/2" = 1'-0" 1 3 of 24 REVISIONS by, 4'-10" 3'-0 1/4" 3'-9 3/4" 1. 9. BURN ROOM DOOR STUDS#330215 2"STEP • (STUDS SIT ON FLOOR PANELS) 1•-5" 4" O UP/DOWN 6 Y2" DOOR PULL _ - - #392020 I • —=1 E_______EHA !_: /-q / # 44 , A IN - - TYP.S.S.INSIDE CORNER TRIM #397020 ,��((( - .,..... ' NORTH FASTEN TO DOOR WITH -� 1 /( < f 'rl� TYP.S.S.OUTSIDE CORNER TRIM//397030 // FINISHING TRIM #358140 TYPICAL AT PANEL ENDS 'e-�/ #12X 3/4' HEX HEAD MS S.S.WALL PANELS#397194 #760600 12" O.C. 44 1 2"STEP UP/DOWN a TYP.CEILING PROBES.PLACE DIRECTLY �� � 7" BRUSH SEAL North arrow for reference only - 66 ABOVE INTENDED SEAT OF THE FIRE. SEE 1p I o #392022 iG ,+ " PAGE 15 FOR TYPICAL CEILING PROBE DETAIL n 1 BURN ROOM #2 I coordinate actual orientation on site �' 'a g e: (DO NOT INSTALL ON WALL) ' INTERIOR OF ROOM IS LINED - FINISHED FLOOR - � ?' 1 (2)4'x4'WESTEMP PANELS AT CEILING / + 1 WITH WESTEC INSULATION _ OUTSIDE OF BURN ROOM DOORS TYP. >� 0 1 I STAINLESS STEEL PANELS PLACE WALL PROBE DIRECTLY NEXT TO TYPICAL BURN ROOM DOOR DETAIL SEAT OF FIRE(APPRX 5'-0"ABOVE I 11'-0" FLOOR LEVEL), SEE PAGE 15 FOR i TYPICAL WALL PROBE DETAIL(DO NOT LINER PANEL#466309600 scale: 1 1/2" = 1'-0" INSTALL IN CEILING) (2" OF CONCRETE COVER BY OTHERS, THIS SIDE OF WALL ONLY THIS BURN ROOM AREA ONLY.) RESIDENCE STUDS#330215 - F.O.STUDS#330225 �' o FLOOR PANELS #352500 (LOCATED BELOW n (STUDS SIT ON FLOOR PANELS) CONCRETE) W 4 The airborne particulate generated by handling Westec insulation blanket a requires the use of appropriate respiratory protection, pursuant to the X o m 10 11:OPO TYP.CEILING PROBES,PLACE DIRECTLYre uirements of OSHA standards 29 CFR 1910-134 and 29 CFFu,n I _ IS.S.WALL PANELS#397209 ABOVE INTENDED SEAT OF THE FIRE. SEE q <1926-103, is recommended. Please review the Material Safet DataYPAGE 15 INS TYPICALCEILING PROBE DETAIL yoI 2"STEP UP/DOWN (DO NOT INSTALL ON WALL) Sheet prior (located in erection manual) to Working with Westec it m• .,iLinsulation fora complete description of all required protection. wz_ 2 ro ._.-........_(ice ma v w Q •xi cc d •x 11 FINISHING TRIM #358140--7 8" 4 N S W TYPICAL AT PANEL ENDS 8" TYPICAL OUTSIDE The airborne particulate generated by cutting or trimming Westemp panels ^ z CORNER TRIM #358340\/ requires the use of dust masks such as the 3M 8511 N-95 or z cc o r" m 0 AT Al OUTSIDE PANEL CORNERS equivalent. Please review the Material Safety Data Sheet prior (located in erection manual) to working with Westemp for a complete z o E 2 a 2 W E 6'_2• 3'-0 1/4" 2'-5 3/4" description of all required protection. o " >- a LINER PANEL#466311000 c .. a z STUDS THIS SI#330215OF 022 ONLY \ X a 7, L6 o i F.O. STUDS#330225 (STUDS SIT ON FLOOR PANELS) 11•_8• n 40 ¢ (2)4'x4'WESTEMP PANELS AT CEILING COOUTSIDE OF BURN ROOM DOORS TYP. FASTEN STUD TRACK © EACH JOIST WITH (2) #12 x 3/4" CO T/7 SECOND FLOOR BURN ROOM #2 2" LEG S.D. SCREWS #760600 `W moo cp scale: 1/2" = V-0" CONCRETE COVER r I— om°1.? WALL STUDS n i'ow 1111 r 4" x 2" 20 GA. "CEE" �1 z "��� FASTEN STUDS TO TRACK — m 2"x3" CONCRETE POUR STOP WITH (2) #12 x 3/4" S.D. U Z v ANGLE #397016 TO FLOOR III1=._tib ��i,°'?'4_w FASTEN CORNER TRIM 7" PANEL WITH SCREWS SCREWS #760600 AT EACH STUD WALL TRACK #330000 Q z< w li END OF EACH STUD #397015 W/ #12 X 3/4' #760600 AT 2"-0" O.C. 3" LEG I— v a x FE® (#760600) ® EVERY 4- JOIST I 4' x 2" 20 GA. CHANNEL wZ�Jo JOIST 9" WIDE INSULATION WRAP BEHIND - - �N o 0 FLOOR PANELS w F z \N WALL BATTEN NOTE: STUFF 6" x 1" 18 ga. a < BEFORE INSTALLING BATTEN `� (a o c+o STRAP BRACING WALL STUDS W o^ � INSTALL 4" x 2" 20 go. "CEE" I FLOOR JOISTS -J �a:PITO #340002 — BULK HEAD STUD CONNECTION w �� BETWEEN JOISTS _ E"ft m o^a f 1I �" �',\ BURN ROOM #2 FLOOR EDGE TRIM DETAIL ONLY �"L 0 a-, " MIN SPACING FROM 1 ,I/ a cwi LOQ EDGE OF S.S. PANELS TO 1 - / I ">E Gi UNDERSIDE OF JOIST / 6 1/4" MIN SPACING FROM ©�N. �� FACE OF STUD TO EDGE OF "C" PG.13� -'L--_ WALL STUD \ / CEILING S.S. PANELS `� o ` /I/ \ S.S.BULK HEAD WALL PANELS#397113 W14 X 34 BEAM NN- ^^^^^^^^^^^,, ^^^ `\ 1 C. 2" INSULATION #397010 \��lyS.S.BULK HEAD WALL PANELS#397113 ? FASTEN 5" X 5" BOX CORNER TRIM n ?-1,K .,.. 14 X 34 BEAM W8 x 10 BEAM 1 r • „ #397025 W/ #12X3/4• (#397008) AT 6 1/2" � \ (V O.C. BOTH LEGS (THIS BOX TRIM ONLYI) ) lTYP.S.S.CEILING PANELS#397210 /\ WALL STUDS(TYP.SPACED 0 2' JOISTS#340084 _� (TYP.SPACED®2') BULK HEAD S.S.CEILING PANELS#397210 FASTEN TO LONGITUDINAL 4"x 2"20 GA. "CEE"#330312 4"x 2"20 GA."CEE"#330312 JOISTS WITH CLIPS#330054 "C" PG. 13 /x (SEE BULK HEAD STUD CONNECTION DETAIL ABOVE) (SEE BULK HEAD STUD AND SCREWS#760600 (WESTEC FASTENS SIMILAR TO UP CLOSE DETAIL"C" CONNECTION DETAIL ON PAGE 13) 1'-1" ON PAGE 13) 9•_11• LINER PANEL#466309600 1-5" 9'-11" �J.� J THIS SIDE OF WALL ONLY Q BULK HEAD S.S. STUDS#330215 (3 ,-- CEILING PANELS F.O.STUDS#330225 O Q p #397210 (STUDS SIT ON FLOOR PANELS) cc .o • •I ,o I• •I LINER PANEL#466311000 G a ' °i THIS SIDE OF WALL ONLY I m m STUDS#330215 = 3 11'-0" n F.O.STUDS#330225 o O U 0 (STUDS SIT ON FLOOR PANELS) .n -§-0 0 .,CC 0 SEE PAGE 15 FOR TYPICAL WESTEC SEE PAGE 15 FOR TYPICAL WESTEC N 1 EXTERIOR STUD WALL EXTERIOR STUD WALL m Cn BURN ROOM INSTALLATION DETAILS BURN ROOM INSTALLATION DETAILSo +�� D < ce 15ce a 11'-4" 1 5 Date: AUGUST 18, 2021 • Drown by. WDM " J J J J J J J L Checked by SPA! W14 X 34 BEAM T W14 X 34 BEAM WSX10 BEAM i Scale: SHOWN " -.1,---. Order No. FTE-788/#238132 "A" SECTION THRU 2ND FLOOR BURN ROOM #2 "B" SECTION THRU 2ND FLOOR BURN ROOM #2 Sheet No. IL scale: 1/2" = 1'-0" scale: 1/2" = 1'-0" 14 of 24 i IMPORTANT: ONLY OVERLAP PANELS WITH—7,-- RECESS TOWARDS BATTENS/ZEES AND 24 GA. CORRUGATED ROOF JOISTS 2" WESTEC INSULATION #397010 PENSIONSel by FASTEN THROUGH THIS RECESS STAINLESS STEEL PANEL IMPORTANT NOTES: NOTE: STUFF 2" x 24" WIDE (PUSH/EXTEND CEILING INSULATION TO FACE OF WALL STUDS) �/CORRECT LAP1. CEILING PANELS FASTEN EXACTLY THE SAME AS WALL PANELS. INSULATION BETWEEN CEILING FASTEN 16GA. STRAP BRACING (#340002) yNOTE: i-� 2. ALL MIN GAPS SHOWN ON THIS PAGE MUST BE HELD TO ENSURE & ZEE BEFORE INSTALLING 1 STUFF 2" WIDE x (CONTINUOUS LENGTH INSULATION) BETWEEN STUDS WITH #12 %a" HEX HEAD ,---- ''j I PANELS CAN EXPAND & CONTRACT TO PREVENT PREMATURE DAMAGE. CEILING INSULATION & PANELS ,-----7, • S.D. SCREW (#760600) ® 2' O.C. / 3. Zee CHANNEL AND STRAP BRACING SHOULD ONLY BE FASTENED WITH NQS{ \ ` (AFTER WALL & CEILING PANELS ARE IN PLACE) -.11.: •`•= � \ STAINLESS STEEL SCREWS (#760600). ONLY SCREWS DIRECTLY EXPOSED TO n 3" BATTEN #329703 I I •� DIRECT FLAMES SHOULD BE STAINLESS STEEL (#397008 OR 397005) WALL STUD I - �. • �• •/ • ` 20 GA. 1-Y2" x 1-Yz" ffi I FASTEN 16 GA. STAINLESS STEEL CORNER TRIM FASTEN 16 GA. CORNER TRIM #397020 WITH - � ZEE CHANNEL #397000 '`, � #397020 WITH 1/4"-14 x 3/4' S.S. HEX HEAD i 1/4"-14 x 3/4" S.S. HEX HEAD SELF ® ▪ I SELF DRILLING SCREWS #397008 © EVERY 9" 2" INSULATION #397010 DRILLING SCREW #397008 6-1/2" O.C. I O.C. (ONLY FASTEN ONE LEG TO WALL PANEL) STUD WALL4Filb , i•` (ONLY FASTEN TO CEILING PANELS) ,� 1 �\ -- 2" INSULATION #397010 --`- 24 GA. CORRUGATED STAINLESS STEEL PANEL 2' x 2' x 12' WESTEC INSULATION #397010 '' I ` FASTEN STAINLESS STEEL PANELS WITHli a •ag ''r INSULATION 1 '; • I • % 1/4"-14 x 2" STAINLESS STEEL HEX HEAD i=4•/ SELF DRILLING SCREWS #397005 O EVERY i N w 3" MIN SPACING FROM I ! c 7_ J ' `' EDGE OF S.S. PANELS TO \` ZEE CHANNEL W 10 O.C. MAX. SPACING61 UNDERSIDE OF JOIST \ 11 PLACE CEILING PROBES I DIRECTLY ABOVE INTENDED ▪ . I • ', WESTEC INSULATION #397010 ~� SEAT OF THE FIRE. / FASTEN 16 GA. S.S CORNER TRIM #397020 PLACE WALL PROBE DIRECTLY _ ' WITH 1/4"-14 x 3/4" S.S HEX HEAD S.D. C NEXT TO SEAT OF FIRE 5" ' ` SCREWS #397008 © EVERY 9" O.C. (APPRX 5'-0" ABOVE FLOOR LEVEL) FA I tl • �` (ONLY FASTEN ONE IJG TO WALL PANEL) x I i PLAN VIEW OF TYPICAL WALL CORNER ` FASTEN 20 GA STAINLESS STEEL PANEL TRIM #397040 WITH SCALE: 3" = 1-0i- — BOTTOM 1/4"-14 x 3/4" S.S. HEX HEAD SELF —OVERLAP ALL TOP CORNER TRIMS w I le ` DRILLING SCREWS #397008 ® EVERY 9" O.C. (#397020 OR #397025) AS SHOWN z I �� MAKE SURE SCREWS ARE 1" MIN. AWAY _ o ......„,........ ...1 \.\\ ••00°11 ... 1 I •• ; \ 16GA. S.S. CORNER FROM ENDS OF TRIMS AS SHOWN. .- of . . �, •� < F o ' • " WALL STUDS TRIM (#397020) a 0 0 a " o a '' / �\ AT ALL PANELS SEAMS FASTEN STAINLESS STEEL STRAP BRACING \ N � o PANELS WITH 1/4"-14 x 3/4" S.S HEX HEAD SELF = (#340002) LL o n O '/' � _- m I 2" x 2' x 12' WESTEC DRILLING SCREWS #397008 VERTICALLY AT 8" O.C. �' 20 GA. BOTTOM TRIM �,.&4 z z o INSULATION #397010 (ONLY IN BETWEEN THE ZEES) , I ` (#397040) �� ^ VARIES q a > w V V a FASTEN BATTEN STRIPS #329703 (FIELD CUT AS NEEDED) 11411 PI lf��I,'* WALL PANELS CORNER TRIM #397025 \ n a $ a_• " a WITH #8-18 x 1 5/8" PHILIPS WAFER HEAD S.D. SCREW Ar 4, ( (SIMILAR FOR #397020) 2•LAP A SECTION THRU BURN ROOM WESTEMP BATTEN WESTEC INSULATION #760613 ® MAX. 24" 0.0. ,(#329703 (#397010) TYPICAL TRIM OVERLAP DETAIL SCALE: 1/2" = 1'-0" t/)N N FASTEN 1Yz" x 1Y2" x 10' 20 GA. ZEE CHANNEL `/ 0000110011111113111 ��� SCALE: 1 1/2" = 1'-0" INSTALLATION PROCEDURE c o #397000 WITH #12 x 3/4" HEX HEAD SELF "Ito- ` l.... W r DRILLING SCREWS #760600 1W EVERY STUD � � 1 INSTALL BURN SUPPORT ANGLE(/397015 AT THE CEILING WALL CORNER BUT ... - 3" MIN SPACING FROM ONI Y IN CORNERS WHERE A ROX TRIM Wi L BE LOCATED / ,' EDGE OF S.S. PANELS TO TOP LEG ALWAYS p FACES THE WALL AT (SEE SECTION"B' UPPER DETAILS) ~i-- .."7"?0.-. ISOMERIC VIEW OF TYPICAL WALL & CORNER DETAIL FASTEN CORNER TRIM UNDERSIDE OF JOIST 2.INSTALL ALL(ZEE)CHANNELS FACING IN THE SAME DIRECTION.EXCEPT THE(ZEE) ‘i,,, THE SIDES OF A ROOM CHANNELS RIGHT NEXT TO THE WALLS.TOP LEG NEEDS TO FACE THE WALL C.) 2 Al F FASTEN 20 GA S.S. BTM. PNL TRIM #397040 WITH #397015 W/ #12 x 3/4" �' u1 � SCALE: 3/4" = 1'-0" (SEE DETAILS) Z 1/4"-14 x 3/4" S.S HEX HEAD S.D. SCREWS #397008 (#760600) W EVERY 9" WIDE INSULATION WRAP 3.INSTALL ALL STRAP BRACING IT 2'-0"o.c.MAX.TO SUPPORT INSULATION ON N m ® EVERY 9" 0.0. (DO NOT FASTEN ON CORNER TRIM) JOIST BEHIND WALL BATTEN NOTE: WALLS&CEILING a w o�w TYPICAL WALL BOTTOM CORNER DETAILS JOIST STUFF BEFORE INSTALLING 5.INSTALL ALL INSULATION WALLS`&Y CEILINGS. -TA IMPORTANT NOTE: STRAP BRACING BATTEN 6.INSTALL ALL 3'WESTEMP BATTENS. Q �® SANDWICH PROBE WITH 1" WESTEC INSULATION (PEEL 2" INSULATION #397010 IN HALF) #340002 INSTALL 4--------_, 7.INSTALL ALL WALL&CEILING PANELS. ■ ■ - w a a o SCALE: 3" = 1'-0" 6-1/4" MIN SPACING FROM 8.INSTALL ALL 16 GA.VERTICAL INSIDE CORNER TRIMS. Y�W F g" z HALF OF INSULATION ON BOTTOM OF PAN, PLACE WIRE AND COVER EXPOSED WIRE TOP BETWEEN JOISTS 9.INSTALL ALL BOTTOM TRIM.(SEE DETAILS) -v,$o- TRIMS AT THE TOP OF WALL PANELS ARE FACE OF STUD TO EDGE OF WITH R MINING HALF OF INSULATIO N 'LAC CO R. EITHER BOX OR 90 DEGREES AS SHOWN CEILING S.S. PANELS 10.INSTALL ALL 16 GA.HORIZONTAL INSIDE CORNER RTRIMS.R(SEE DETAILS) W 1 LlQallo DRILL 5/e" DIA. HOLE FOR LIRE II.INSTALL ALL 20 GA.HORIZONTAL INSIDE BOX CORNER TRIM.(SEE DETAILS) �/ p r r TERBELOW - RULES OF THUMB: 1) ENDS OF 12.INSTALL ALL 16 GA.OUTSIDE CORNER TRIM AROUND DOOR&WNDOWS. (Ii ,a n nw FASTEN PROBE TO WALL WITH THE PROBE & WIRE _ GEN 1-1/4'' CEILING PANEL ONLY USE BOX CORNER TRIMS n , W �`z 001 DAMAGE TO THE WESTEC SYSTEM CAUSED BY: THE MOUNTING OR PENETRATION OF W N (6) 1/4"-14 x 3/4" S.S S.D. COVER (#329819) �{o` __ SIDES OF CEILING PANEL ONLY USE 9_ EQUIPMENT(NOT SUPPLIED BY FM)WHICH IMPEDES THE MOVEMENT OF THE LINER 700 V SCREW (#397008) �� r CORNER TRIMS , SYSTEM,OR THE FAILURE TO MONITOR TEMPERATURES AT THE BURN ROOM CEILING,IS m��¢ tot \�� .. NOT COVERED BY THE LIMITED WARRANTY-SEE GUIDELINES IN ERECTION MANUAL. FASTEN 5" x 5" BOX CORNER TRIM #397025 gm _ WESTEC INSULATION WITH 1/4"-14 x 3/4" (#397008) ® 6-1/2" O.C.1, 2 0 I 7 z o ik � PROBE W/PRE CONNECTED WIRE / (#397010) BOTH LEGS (THIS BOX TRIM ONLY) 1 �.� m f� • ,11o Ift.'"11. 50' 329801 OR 75' 329804 V `k e }', n \( # ) ( # ) -�/�� FASTEN 16 GA. STRAP BRACINGWALL STUD ®�PAN (#329820) • y�� ` J (#340002) IN BETWEEN JOIST WITH u `� 2-3 4" S.D. SCREW 760600fgI1L___., DRILL /g" _ # / (# ) j ,:, , DIA. HOLE ® 2' O.C. TO TOP CORNER2' INSULATION 397010 = PLACE CEILING PROBES ANGLES AND ZEE CHANNELS #S► �� �® / FASTENING CEILING PANEL DIRECTLY ABOVE INTENDED PINION. C� WESTEC INSULATION WALL STUD SEAT OF THE FIRE.2 MIN. j►� /��, II / (#397010) DET WSLL R PATTER (- N1' �I,/ WESTEMP BATTEN 44 DETAILS FOR PATTERNS ;(? 24 GA. CORRUGATED/ ROOF JOIST 3" BATTEN f'_ CEILING PANELS DRILL (2) Y6" DIA. WEEP HOLES �(2) LOCKING NUT (#329822) / (#329703) fir' �. ` m�#329703 a (ON THE UNDER SIDE OF PAN) PROBE COMPRESSION FITTING (#329802) / ROOF JOIST #.0,0: 4„,,,„,,,,„,,,,•-'-'-•-.. .... '-'- ,,,,„4,,,,,,,,., 20 GA. 1-Y2" x 1-Y2' a' ;I 24 GA.'CORRUGATED J o \\ a„�.. � ZEE CHANNEL WALL PANELS W TYPICAL WALL PROBE DETAIL (DO NOT INSTALL IN CEILING) < �� / #397000 8-1 0 SCALE: 3" = r-o" .'��--- ',It'll, ®�� �_ . — ENDS OF / 'SI ES OF t M CC DRILLS DIA. HOLE IN \ CEILING PANELS, / \ \CEILING PAN2-' _ Z THE CEILING PANEL. WESTEC _ _i r INSULATION \I�� (/�I'� 24 GA. CORRUGATED . 0 0 U m II wl STAINLESS STEEL PANEL _ -_ -- :o o 0 •w FASTEN Yz° x 3" DIA. •mil% I e �l � �E�1�1 - 1'%' r. ? FLOOR FLANGE (#329807) �� lillk-04111111 W • Q viWITH (2) #12 x /a" S.D. ! I I �� J o I/ i1 a U 2 u w3 SCREWS (#760600) uB >° H PROBE COMPRESSION ,`� 5" x 5" BOX CORNER Dote AUGUST 18, 2021 FITTING (#329802) :NI TRIM (#397025) FASTEN FASTEN 16 GA. STAINLESS STEEL 90 DEGREE o VARIES .1 Drown by �M WITH 1/4"-14 x 3/4" S.S HEX ....el-' PROBE WITH CONNECTED WIRE HEAD S.D. (#397008) 1W CORNER TRIM (#397020) WITH 1/4"-14 x 3/4" �o Checked by (50' #329801) I 6-1/2" O.C. ON BOTH LEGS S.S HEX HEAD SELF DRILLING SCREWS "B" SPW B SECTION THRU BURN ROOM ROOF Scale (75' #329804) (#397008) W EVERY 6-1/2" O.C. 21 2a, SHOWN NOTE: INSTALL PROBE ON THE HIGH RIB ONLY FASTENING WALL PANEL SEE (ONLY FASTEN ONE LEG TO PANEL AS SHOWN) i SCALE: 1/2" = 1'-0" Order No. WALL & CORNER DETAILS FTE-788/#238132 TYPICAL CEILING PROBE DETAIL71- `�TOP OF CURB Sheet No. DO NOT INSTALL ON WALL) TYPICAL WALL TOP CORNER DETAILS -----"- 15 of 24 SCALE: 3" = 1'-O" SCALE: 3" = 1'-0" Aes NOTE: WHEN FASTENING THE WESTEMP Y PENSIONS by, INSULATION PANEL, DO NOT OVER TIGHTEN THE SCREWS.A SLIGHT MOVEMENT OF THE PLATE • • WASHER UNDER THE SCREW HEAD IS DESIRABLE. 1 36x36 WESTEMP PANEL #329702 R (FIELD CUT PANEL IF NECESSARY) q 4_ NOTE: INSTALL PROBE WIRES BEHIND WESTEC INSULATION ��_� 4 I (DO NOT EXPOSE WIRE TO OPEN HEAT AND FLAMES) ALSO PREDRILL 1/2" DIA. HOLES (9 PLACES) I WASHER PLATE #3298,2 , • DO NOT INSTALL PYROMETER INSIDE OF BURN ROOM • • • FASTEN WESTEMP & PLATES WITH #8-18 x 1-5/8" PHILLIPS HEAD SELF DRILLING SCREW #760613 I FASTEN WESTEMP & PLATES WITH #8-18 x 6' SHUTTER WESTEMP DOOR'WESTEMP TROUBLE SHOOTING GUIDE - WHEN TESTING/HEATING THERMOCOUPLES ., i 1-5/8" PHILLIPS HEAD SELF DRILLING L (AFTER INSTALLATION; TEST INDIVIDUAL THERMOCOUPLES BY HEATING SCREW #760613 EACH ONE WITH A LIGHTER OR HEAT GUN & OBSERVING EACH READING �,) I ON THE PYROMETER) '� 2" DIA. WESTEMP PLATE 1 FASTEN AND CAULK STEEL BOX TO P `a�3@ ,,,, z WASHER #329812 II / EXISTING WALL VIA 3 HOLES POTENTIAL PROBLEM SOLUTION �/ �' DO.NOT INSTALL INSIDE OF BURN ROOM �� .il NOTE: 1. TEMPERATURE READING IS 1. ENSURE RED & YELLOW WIRES ARE - •.,,4 '- id INSTALL WASHER WITH SMOOTH EDGE DOWN / ) NEGATIVE VALUE NOT REVERSED NOTE A SUPPLY OF WESEAL IS PROVIDED. d' 2. TEMPERATURE READING DOES 2. ENSURE THAT RED & YELLOW WIRES , THIS NEEDS TO BE APPLIED TO ANY RAW 48x36 WESTEMP PANEL #329701 • • '' ARE NOT CROSSED AND/OR NOT EDGES EXPOSED AS THE RESULT OF CUTTING O ''--PLEASE PLEASE DO NOT REMOVE FACE NOT INCREASE OR INCREASES OR TRIMMING THE WESTEMP PANELS. (FIELD CUT PANEL IF NECESSARY) PLATE TO ENSURE THAT NO VERY SLOWLY TOUCHING EACH OTHER BATT. PYROMETER MOISTURE ENTERS UNIT OR WESTEMP INSTALLATION ON SHUTTERS AND DOORS PREMATURE DAMAGE WILL RESULT 3. TEMPERATURE READINGS 3. ENSURE THAT NO STAINLESS STEEL o APPEAR & DISAPPEAR SHEATHING IS VISIBLE IN THE (7, 0 c INTERMITTENTLY ENCLOSURE WHICH MAY SHORT OUT x - 2" X 2' X 12' WESTEC INSULATION #397010 THE SYSTEM w a `a 0 -FASTEN AND CAULK STEEL BOX TO EXTERIOR WALL PANEL �= STAINLESS STEEL PANELS 0 Q EXISTING WALL VIA 4 HOLES DO NOT INSTALL INSIDE OF BURN ROOM �� 3" BATTEN STRIPS #329703 FASTEN W/ #8 X i %s" PHILIPS HEAD S.D. 0 0 0 FACTORY INSTALLED WIRES IMPORTANT. W 7 ' i OS�. SCREW #760613 ® MAX. 24" O.C. (FIELD CUT TO LENGTH) (APPLY �= WESEAL #329707 TO SURFACE OF ALL FRESH CUTS) 1 c o (T n I I LABEL EACH THERMOCOUPLE WIRE X z N " . - TO INDICATE WHERE THE PROBE IS _ o `-4 FASTEN 1Yz" X 1Y2" X 10' 20 GA. ZEE CHANNEL I LOCATED IN THE BUILDING < i= a o 8 LI #397000 WITH #12 X 3/4" HEX HEAD SELF WIRES FOR OPTIONAL , `(LABELS BY OTHER) a g N o 2 DRILLING SCREWS #760600 O EVERY STUD EXTERNAL ALARM " a • LI FRAMED OPENING TRIM r 4Vi z a g. z o DOOR STOP #381000 �I ,�L�-'q 1, i 4" BATTEN STRIPS #329704 FASTEN W/ #8 X 1 %' PHILIPS HEAD 4! '4 PLUG FOR OPTIONAL a w '�" m EN Ir a S.D. SCREW 760613 0 MAX. 24" O.C. FIELD CUT TO LENGTH RIGHT SIDE MOUNTING OF " $ z 2 o (APPLY WESEAL #329707 TO SURFACE OF ALL FRESH CUTS) RED & YELLOW FIBERGLASS \\ �� SCOUT/PYROMETER - m a z INSULATION SHOULD BE SHRINK \ ham'' RECAULK IF MOVED DOOR SHUTTER N o N / SUPPORT ANGLE #397015 WRAPPED INDIVIDUALLY TO ENSURE _t4a� a w o _ WIRES DO NOT TOUCH ONE ANOTHER Iit',,o _ MATCH YELLOW & RED WIRES FROM g a n o a "§ WESTEMP PANEL ONLY FASTEN ONE LEG OF PROTECTION ANGLE TO .". I (SHRINK WRAP TUBING BY OTHERS) �...', THERMOCOUPLES TO YELLOW & RED SUPPORT ANGLE AS SHOWN W/#12 X 2" SCREWS "••�I . /# Si,. ACTORY INSTALLED WIRES LE. YELLOW #397005 ® 6 1/2" O.C. MAX. Q�� TO YELLOW) ( COESTEMP PROTECTION ANGLE 'N v/cC o //397030 / ._. �. III W w r BROWN FIBERGLASS INSULATION SHOULD I T— rano SECTION THRU. HEADER BE SHRINK WRAPPED TO ENSURE THE II _ I�I- m (DOOR &WINDOWS) FIBERGLASS INSULATION DOES NOT FRAY. _ ' 3 n i�w 4" BATTEN STRIPS #329704 FASTEN W/ (SHRINK WRAP TUBING BY OTHERS) IMPORTANT' _ smF �Mvs ANGLE CONDUIT DOWN TO KEEP Z ' E' 5 GROUNDING LUG '9 WATER FROM RUNNING INTO TUBE z maw #8 X 1 /e' PHILIPS HEAD S.D. SCREW - _ o ww (GROUNDING ROD & WIRE BY OTHERS) ¢ de:e #760613 © MAX. 24" O.C. (FIELD CUT TO Q zQ ,w,,-. LENGTH)(APPLY WESEAL #329707 TO BURN ROOM DOOR HINGE CUT THERMOCOUPLE WIRES TO PROPER LENGTH WITH .- oia"E® RUN UP TO 9 THERMOCOUPLE a o SURFACE OF ALL FRESH CUTS) DIAGONAL CUTTING PLIERS. WIRES INTO ENCLOSURE AND L w W z w z N FRAMED OPENING TRIM o'C8,- DOOR �- CONNECT TO TERMINAL BLOCK u�,o,.. DOOR/SHUTTER • IMPORTANT SLIDE THE STAINLESS STEEL SHEATHING - SEAL UP THIS END OF TUBE $ ''8 ■ I DOWN THE WIRE SO THAT NO SHEATHING IS VISIBLE IN WITH CAULK #760800 W , LLo�^� WESTEMP PANEL I WALL PANELS THE ENCLOSURE (VISIBLE STAINLESS STEEL SHEATHING J M M W RUN TUBE INTO WALL w ,� WILL SHORT OUT THE SYSTEM). . 1 w fg�5 ONLY FASTEN ONE LEG OF PROTECTION ANGLE ""�' LLE m o TO SUPPORT ANGLE AS SHOWN W/#12 X 2" DOOR STOP #381000 SCOUT/PYROMETER INSTALL �.,ow 11 SCREWS #397005 ® 9" O.C. MAX. SCALE: 8x a cw°0 Ff FASTEN 1Y2" X 1Yz" X 10' 20 GA. ZEE i '1►I I„I r, ©�I 4 CHANNEL #397000 WITH #12 X 3/4" HEX N. HEAD SELF DRILLING SCREWS #760600 ® ,{' o EVERY STUD - 2" X 2' X 12' WESTEC SCALE: 1/2" = 1'-O" WESTEMP PROTECTION ANGLE #397030 INSULATION #397010 FRAMED OPENING SILL & HEAD CHANNELS STAINLESS STEEL PANELS SUPPORT ANGLE #397015 SECTION THRU. JAMB CI DOOR STOP ANGLE #381000 z (DOOR & WINDOWS) FASTEN TO JAMBS, SILL & HEADER I o WESTEMP PROTECTION ANGLE #397030 WITH #12 x 3/4" SCREWS #760600 -BURN ROOM DOOR HINGE ONLY FASTEN ONE LEG OF PROTECTION ANGLE TO SUPPORT I PIVOT NOTE: PLACE ONLY INSTALL TWO MACHINE PIVOT POINT RIGHT NEXT TOLu ANGLE AS SHOWN W/#12 X 2" SCREWS #397005 © 9" O.C. I , F.O. TRIM TO ENSURE PROPER J CI MAX. FRAMED OPENING TRIM #381150 SCREWS IN THE OUTER HOLES. SCREW ATTACHMENT TO JAMB. w �D FASTEN WITH POP RIVETS #762050 II FRAMED OPENING 0o WESTEMP PANEL 0 18" ON CENTER EACH FLANGE OF TRIM I' SHUTTER 1 TRIM SUPPORT ANGLE #397015 25/e'41,1 ' < SHUTTER 4" BATTEN STRIPS #329704 FASTEN W/ #8 X 1 5/e' PHILIPS '/�� SECTION THRU HEAD I z z s/e^ 9 HEAD S.D. SCREW #760613 MAX. 24" O.C. WALL PANEL INSTALL 1/4"-20 x 1" ' I� o O g (=J co DOOR STOP �I (FIELD CUT TO LENGTH)(APPLY WESEAL #329707 TO MITER TOP CORNERS '- 1 COUNTERSUNK MACHINE SCREWS 0 O #381000 ,Bel SURFACE OF ALL FRESH CUTS) OF THE FRAMED FRAMED OPENING STUD #392001 AND WHIZ NUTS o I- ow J 1L� OPENING TRIM #502910(ONLY TWO PER HINGE). DOOR STOP (n r- EXTERIOR WALLIII FASTEN 1Y2" X 1Yz" X 10' 20 GA. ZEE CHANNEL #397000 #381150 SECTION THRU JAMB #381000 o W CD 7E w OBSTRUCTED AREAS USE TOGGLE PANEL ■ WINGS #392002 IN PLACE OF / a U = m • y/ WITH #12 X 3/4" HEX HEAD SELF DRILLING SCREWS FRAMED OPENING SILL TRIM CHAFE RAIL WHIZ NUTS. i I :_ op #760600 © EVERY STUD TRIM/CHAFE Date AUGUST 18, 2021 FRAMED OPENING �� INSTALL END CAP (3040 SHUTTER) #381630 r SILL TRIM f� 3" BATTEN STRIPS #329703 FASTEN W/ #8 X 1 5/8" PHILIPS #380230 Drown by WOM �� HEAD S.D. SCREW #760613 0 MAX. 24" O.C. AND FASTEN WITH ONLY FASTEN ONE LEG OF S.D. ANGLE #397030 TO STUD AS Checked by SW .� (FIELD CUT TO LENGTH) POP RIVETS #762030 2" SUPPORT ANGLE #397015 /��� WALL PANEL SHOWN WITH Y."-14 WALL STUD Ilftit (APPLY WESEAL #329707 TO SURFACE OF ALL FRESH CUTS) SCREWS #397005 0 9" 0.C. MAX. FASTEN 15 SD Scale STAINLESS STEEL PANELS SECTION THRU SILL SHOWN ��� BURN RM. SHUTTER SWING DOOR TRIM DETAILS 2" X2' X12' WESTEC / SECTION THRU. JAMB (BURN ROOM ONLY) Order No. FT _788/#238132 INSULATION #397010 SCALE: 3/4" = 1'-0" Sheet No. / scale: 3" = 1'-0" SECTION THRU. SILL 16 of 24 1 vREVISIONS by\ NOTE: FRAMED OPENING FRAMING WILL REQUIRE SOME FIELD CUTTING - • i WALL TRACK #330000 jr ji 4" x 2" 20 GA. CHANNELS A. ,(/ WALL TRACK #330000 /ji jr 4" x 2" 20 GA. CHANNELSjr jr WALL TRACK #330000 WALL TRACK #330000 f / 4" x 2" 20 CA. CHANNELS / 7 J4" x 2" 20 GA. CHANNELS w / jr r g6 y . ,l.. WINDOW HEADER #330002 K° "g ' DOOR HEADER #330187 (2) 10 3/4" x 2" "CEE's" A6.1 (2) 16" x 2" "CEE's" F.O. TRACK #330000 (4" x 2" 20 GA. CHANNEL) HEADER TRACK #330000 ATTACH TO SHUTTER JAMBS 4" x 2" 20 GA. CHANNEL) F.O. TRACK #330000 WITH CLIPS #330001 HEADER TRACK #330000 ATTACH HEADERS TO SHUTTER (4" x 2" 20 GA. CHANNEL) (4" x 2" 20 GA. CHANNEL) JAMBS WITH CLIPS #340001 ATTACH TO DOOR JAMBS ATTACH HEADERS TO DOOR WITH CLIPS #330001 c 3 ' JAMB SUPPORTS (SAME AS SWING JAMBS WITH CLIPS #340001 . F.O. STUDS #330226 DOOR) 4" x 2" 16 GA. "GEE' 4" x 3" 16 GA, "GEE" • SWING DOOR JAMB 3 °t/a N SUPPORTS 4" x 2" 16 GA. F.O. STUDS #330226 ZO o "GEE" S °T/a 4" x 3" 16 GA. "GEE' F.O. TRACK #330000 T (4" x 2" 20 GA. CHANNEL) i ATTACH TRACK TO SHUTTER w WALL STUDS - WALL STUDS JAMBS WITH CLIPS #330001 4" x 2" 20 GA. "CEE" 4" x 2" 20 GA. "GEE" rc agi- a�6 a ABOVE HIGHEST POINT OF ..':;',9 E. LL 8 EITHER THE METAL/CONCRETE .,i ABOVE HIGHEST POINT OF ABOVE HIGHEST POINT OF EITHER THE i ABOVE HIGHEST POINT OF EITHER o a ^ o FINISHED FLOOR OR CURB (NOT EITHER THE METAL/CONCRETE METAL/CONCRETE FINISHED FLOOR OR THE METAL/CONCRETE FINISHED a ce n m N NECESSARILY TO THE BOTTOM n z o z o o FINISHED FLOOR OR CURB CURB (NOT NECESSARILY TO THE `'.2 FLOOR OR CURB (NOT NECESSARILY m z i OF THE STUD TRACK) S / (NOT NECESSARILY TO THEo } < I(/ BOTTOM OF THE STUD TRACK) TO THE BOTTOM OF THE STUD a BOTTOM OF THE STUD TRACK) �� TRACK) a cd � - JI, L / NKn 3 a a o a �s F TYPICAL TOWER SWING DOOR TYPICAL TOWER WINDOW/SHUTTER TYPICAL ANNEX ROOM SWING DOOR TYPICAL ANNEX ROOM NIA/DOW/SHUTTER CO W FRAMED OPENING ELEVA T/ON FRAMED OPENING ELEVA TION FRAMED OPENING ELEVA 1/ON FRAMED OPEN/NG ELEVA T/ON M� IIP- oamv ~ N m^V l CD ,n A liS Z S,m..U Cam)-.1 <� w04w Q U¢'. K �' '.:1-1ZavWIE �X1r® 4" MIN GAP BETWEEN ROOF PANEL ENDS IMPORTANT: ■ ■ •. P'z'l 2 WALL TRACK #330000 AND EDGE OF ROOF CURB TO ALLOW FOR " L'� 2e,8,2 " RECOMMEND POSITIONING ROOF PANELS ON 4" x 2" 20 GA. CHANNELS ROOF STARTING AT ROOF CURB AND PROPER FLASHDEK ATTACHMENT \ ST � a � � WORKING OUT FROM THAT POINT. POSITION W L 4a-fn� ROOF PANED w�ronv I■I■I I ROOF PANEL 2 5/8" (+/-2") FROM EDGE ��n IMPORTANT NOTE, OF CURBS AS SHOWN BELOW. w '`�.. F BOTTOM CLOSURE #351302. TAPE CAULK r m�� THIS RAPPELLING ANCHOR SYSTEM IS (#760703) BOTH TOP AND BOTTOM OF ' \ ✓ u�c 04 IS RATED FOR 10,000 LBS ULTIMATE 1"x 6"FORGED SIM VEL RAPPELLING ANCHOR ...........„411.00.01114044 »�. �� LOAD AND A 1,000 LBS WORKING LOAD. CLOSURES - BEHIND FLASHDEK , /391051(GALVANIZED ANCHOR HOUSING) 10 -71110.11111"'„"1:-'1;,:-j PLYWOOD (BY OTHERS) U lailkI NAIL TO BLOCKING (NAILS BY OTHERS) ( ;'50%1 o 1 DO NOT INSTALL MORE THAN ONE (4)FLAT WASHERS ROOF PANEL(ONLY39N0'FOR FLASHDEK #399239 `` 2x4 WOOD BLOCKING (BY RAPPELLING ANCHOR MAKE A SINGLE .-. WASHERS REQ.FOR FLOOR PANEL) (PUSH INTO RECESSES AS SHOWN) OTHERS) BOLT TO CURB AT BUILDING JOIST OB SURE : ,,�,,,,," F.O. TRACK #330000 ANCHORS ARE SEPARATED BY AN g (4" x 2 2O GA. CHANNEL) INTERIOR BEAM(FIELD LOCATE) �— \' �O� 2'-0" O.C. (BOLTS BY OTHERS) ATTACH TO DOOR JAMBS —_ INSTALL FLASHDEK (#399239) QN L L SIDE W TH CLIPS #330001 / j' (ONLY). SNAP A CHALK LINE TO PROVIDE A (� ROOF PANEL :II 1. L/ GUIDE FOR APPLYING SEALANT. APPLY A T'•-- -''�. ; �� (2)RINGBOLT SPACERS#391004 �' ;;RH/E4P:!C oRCONTINUOUS BEAD OF SEALANT ALONG CHALKLOW SIDE �~ ' `" N1 BETWEENPANEL&JOIST ��� LLINE. POSITION TOP EDGE OF FLASHDEK OVERSWINGOORJAMBSUPPORTSBE WEEN JOIST&Nur �w ROOF PANEL4" x2" 16GA. "'GEE' . SEAL BEAD AND INSTALL #12 x 1-1/4" S.D. ��� a, .p)1'-8 X 2 3/a'COUPLING KFLAT �' `.- o SCREWS (#760502) ® 2" O.C. MAX. APPLY I _ NU4390996(THREAD APPROxi�l 1 lilrr 1"OF NUT ONTO EACH BOLI) ADDITIONAL SEALANT BOTH FASTENED EDGES �� \ APPLYADDITIONAL CAULK LL COTTER PIN \�,��1�1� `� $" 325 #502960 ---�, l�t�: p 5 " / #760800 AROUND FASTENED srRucruRAL BOLT#39oon1G g"16 GA.FLOOR OR FIELD REMOVE ROOF. � � - �' (+/-2 , EDGES OF FLASHDEK w ►1 RooF Joisr PANEL HIGH RIB \ `, ( o ` / `) ROOF CURB 0 Q II TuaaL ..--' .\, #390304 HIGH SIDE t, NABOETHEa \ 2 5 8)- r N ROOF JOIST ' Q METAL/CONCRETE FINISHED FLOOR OR 3/g"-16 x 1'BOLT#760100&3/9^-16 1 "r i � 2 NUT#760300 ON BOTH ENDS OF ANGLE / (+/' JOIST END TRACK s 0 p H- CURB (NOT NECESSARILY TO THE �� I / 1 o 0 p 4 0 BOTTOM OF THE STUD TRACK) NOE ROOF CURB % / „ N ~ THE THREE JOISTS ARE SHOWN AT MAXIMUM SPACING(2^-0"O.C.). ONLY /Y I \ CI 1- Q y n THREE JOISTS NEED TO BE CONNECTED,THEREFORE THE ENTIRE LENGTH OF THE (, / \' / FLASHDEK FLASHING o" ANGLE MAY NOT NEED TO BE UTIUZED(I.E.,IF THE JOISTS HAVE A SMALLER 2) a 0 I m sPAcmc). TAPE CAULK #760703 (+/' / ROOF CURB f A. 4'-2 1/2" AROUND ENTIRE / J 3'-01/a" V----.- V HIGH SIDES REQUIRE BOTTOM CLOSURE Date PERIMETER OF CURB i ROOF JOIST AUGUST 18, 2021 ��__� #351302 AND CORRESPONDING TAPE TYPICAL BURN ROOM SWING DOOR FORGED SWIVEL RAPPEWNC ANCHOR INSTALLATION DETAIL (X2) CAULK #760703 - DO NOT INSTALL Drown by FASTEN CURB TO ROOF JOISTS WDM WITH #12 x 1-1/4" S.D. SCREWS #760502 AT FLASHDEK ON HIGH SIDE OF CURBS Checked by FRAMED OPENING ELEVA 110N scale: 3" = 1'-0" 1'-0" O.C. (AROUND ENTIRE PERIMETER) SPW Scale SLOPED ROOF CHOP—OUT CURB INSTALLATION DETAIL (SLOPED ROOF SYSTEMS ONLY) SHAWN Order FTE-788/#238132 • Sheet No. Nok. X17 of 24 If V RENSIONS by‘ CANOPY RIDGE CAP #395020 CANOPY, RIDGE ROOF PANEL SUPPORT ANGLE SUPPORT #395010 #510700 FASTEN TO BUILDING CANOPY ROOF ..- WALL PANELS WITH #12 X 1-1/4' PANELS #395000 ..... SCREWS #104170 CANOPY RAKE TRIM #395230 - CANOPY EAVE STRUT i #395430 FASTEN TO i COLUMN WITH 3/8" 4 u BOLTS & NUTS CANOPY SUPPORT CHANNEL CANOPY WALL PANEL #395130 #395330 FASTEN TO COLUMNS -• WITH 3/8" BOLTS & NUTS o °AIa1 �`= !-2, .�_ t` J NOTE: ONE CANOPY SUPPORT CHANNEL SHOULD BE FASTENED TO [BAR GRATE THE WALL PANEL WITH #12 x 1-1/4" SCREWS #104170 AT 1'-0" O.C. FLOOR TOE ANGLE #399226 INSTALL UNDER BAR GRATE ' _ •- AND ALONG RAIL POSTS `," BALCONY TRIM #386730 INSTALL UNDER 6 _, TOE ANGLE AND BEHIND RAIL POSTS °~� 3 a I Cc 12 GA. JOIST/END TRACK rn m o N n O CANOPY SUPPORT a SECTION THRU CANT. BALCONY HANDRAIL * - i COLUMNS #311018 z U CO, Z ~ 1 U d W < 8 U j/18 R Y."MIN. NOTE: o o La' ALWAYS MOUNT CLOSURE TILTED TO 'd 8 n M N THE SIDE & WITH THE LOOSE LUG ON INSTALL WITH (6) #12 X 30" 0 8 Z m 0 a TOP. AFTER DOOR SPRING CLOSURE IS HEX HEAD S.D. SCREW#760600 i , `� w W.. r o- I INSTALLED, TURN THE TOP LUG CLOCKWISE UNTIL DESIRED TENSION IS I 0 ,, 6 m p OBTAINED AND INSERT STOP BAR AS �• B 0 0 SHOWN. X2 ON BURN DOOR; a n o a X1 ATTIC O . STOP BAR P. STOP BAR • W_. w I ____ , _ SPRING DOOR CLOSURE I . /--" g2 r,N PIVOT POINT #392015 J V• n 7'- I 7.-6„ LINE •-•,..-. m..0 I- CANOPY FRAMING DETAIL CANOPY ELEVATION CENTER CLOSURES i 0DOOR HINGE ♦ 1 Z <� BETWEEN UPPER HINGES _ �/— w • o M,w ���JJJ : iQ°w� BURN ROOM • H-- L.,;°-'.iJo L` Z —DOOR HINGE NIEW DOOR w U N 00 0? NOTE: CAULK #760800 PANEL AROUND ao a„3 BILCO HATCH #390400 IMPORTANT NOTE: PLACE PIVOT POINT BURN ROOM DOOR/GABLED ATTIC CLOSURE W LL LL ENTIRE PERIMETER OF CURB ONLY INSTALL TWO MACHINE RIGHT NEXT TO F.O. TRIM TO ENSURE worn FASTEN TRIM TO PANELS SCREWS IN THE OUTER HOLES. PROPER SCREW ATTACHMENT TO JAMB. w ��n'j w WITH #8 x 1/2" FLATHEAD 110' FRAMED OPENING —w Egog SCREWS #508672 AT 6" O.C. 1 TRIM �� 5 �Q y SHUTTER #12 x 3 4" SELF N •Dow /Fo IE. FLOOR EDGE TRIM #380004 /� /�I( DRILLING SCREWSIa'L�iii I #760600f� ow i FLOOR PANELDOOR STOP '11-04"i4 � 111 N o FASTEN CURB TO FLOOR JOISTS WITH1111 #12 x 3/4" SCREWS #760600 AT 1-0" O.C. (AROUND ENTIRE PERIMETER) INSTALL 1/4"-20 x 1"COUNTERSUNK MACHINE SCREWS #392001 AND WHIZ NUTS #502910(ONLY TWO PER HINGE). (V OBSTRUCTED AREAS USE TOGGLE WINGS POSITIVE DOOR ,#392010 #392002 IN PLACE OF WHIZ NUTS. HOLDER JOIST OR HEADER CHANNNEL DOOR/SHUTTER BILCO HATCH INSTALLATION DETAIL (INTERIOR) SWING OUT SECTION VIEW OF NONBURN ROOM JAMB DOOR HOLDER (NON INSULATED DOORS/SHUTTERS ONLY) J W 0 NOTE: BURN ROOM DOOR o INSTALL BRUSH SEAL ON ANY ONLY INSTALL TWO MACHINE N FIRST FLOOR NON-BURN ROOM ,• I SCREWS IN THE HOLES SHOWN. 6 ,V2' DOOR PULL • DOOR THAT IS POSITIONED ON TOP -� EXTERIOR WALL o 0 _U OF CURB LEVEL(IF ANY) #392020 .n 0 0 u o PANEL F.O. TRIM r-,' N _ MIS DOOR STOP c 3 U = u DOOR Y IL It (NON BURN ROOM) ,i h / ,---------J1011FASTEN TO DOOR WITH ^s Dote: w �_ ��1'' FASTEN TO DOOR WITH #12 X 3's" f1 o / #12 X 3/4" HEX HEAD AUGUST 18, 2021 HEX HEAD 760600 12"O.C. #760600 12" O.C. Drown by. 7" BRUSH SEAL #392022 .I'I'I •I - 7" BRUSH SEAL Checked by. WDM INSTALL 1/4"-20 x 1" COUNTERSUNK #392022 SPW INSTALL BRUSH SEAL#392022 ON BOTH DOOR JAMBS TO FRAMED OPENING Scale: COVER CURB OPENING WITH #12 X 3"HEX HEAD MACHINE SCREWS #392001 AND WHIZ TRIM FINISHED FLOOR \ - SHOWN s #760600. OBSTRUCTEDNUTS I0 AREAS USE ONLY TWO PER TOGGLE INGE).W NGS DOOR HINGE \ ' Order No. FTE-788 /#238132 #392002 IN PLACE OF WHIZ NUTS. DOOR/SHUTTER Sheet No. TYPICAL NON-BURN DOOR BRUSH SEAL DETAIL SWING IN SECTION VIEW OF NONBURN ROOM JAMB TYPICAL BURN ROOM DOOR DETAIL 18 of 24 ,