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HomeMy WebLinkAbout48067-Z siiF cK ��o�o eoGy Town of Southold 5/28/2023 a P.O.Box 1179 o _ .t 53095 Main Rd Southold,New York.11971 CERTIFICATE OF OCCUPANCY No: 44134 Date: 5/28/2023 THIS CERTIFIES that the building ACCESSORY Location of Property: 1435 Akerly Pond Ln., Southold SCTM#: 473 889 Sec/Block/Lot: 69.-5-7.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/10/2022 pursuant to which Building Permit No. 48067 dated 7/14/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory storage building as applied for. The certificate is issued to Becker,Brian of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48067 3/1/2023 PLUMBERS CERTIFICATION DATED Author Signature BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • � �� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48067 Date: 7/14/2022 Permission is hereby granted to: Becker, Brian 1435 Ackerly Pond Ln Southold, NY 11971 To: Construct accessory storage building at existing single family dwelling as applied for. At premises located at: 1435 Akerly Pond Ln., Southold SCTM #473889 Sec/Block/Lot# 69.-5-7.3 Pursuant to application dated 6/10/2022 and approved by the Building Inspector. To expire on 1/13/2024. Fees: ACCESSORY $964.00 CO-ACCESSORY BUILDING $50.00 Total: $1,014.00 Building Inspector SO!/j�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 Q�yOUNTI,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brian Becker Address: 1435 Ackerly Pond Ln city:Southold st: NY zip: 11971 Building Permit#: 4$067 Section: 69 Block: 5 Lot: 7.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Peconic Power Systems License No: 45056ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 15 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 5 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches g Z LED 6 Exit Fixtures Sump Pump Other Equipment: Modine Heater, 30A Air Comp. Outlet, 200A 42 Circuit Panel w/ 10 Used Notes: Morton Building Inspector Signature: Date: March 1, 2023 S. Devlin-Cert Electrical Compliance Form OF SOUIyO Ll It - l# TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: KA 7 r NAA. - 2 IC OK DATE INSPECTOR �� qyo V 1 soUTyo� f # TOWN OF SOUTHOLD BUILDING DEPT. `ycou�mN�' 631-765-1802 INSPECTION //000"' 4 �& [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i DATE l INSPECTOR --- ����� # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Dlts► il /Lo s 51 o n44? sf- 1,0.4 DATE Q' a�'d"��' INSPECTOR �o�aOF SO//T�o� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [FOUNDATION 1 ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: eoluxtn PO- l n22./L J1 0,eo-T,6 5 deo DATE INSPECTOR OF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. ®�� • 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ NAL " [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA TION [ ] PRE C/O [ ] RENTAL REMARKS: lrl G � -yens Co n&eC4�aA- l� L5v d►�. E DATE �' I✓c� a INSPECTOR L4 <2(3�O� Allied Des g -A&EP.C. FEB 1 6 2023 i ' November 18, 2022 ��a ulNUOEP� Re: Brian Becker 1435 Akerly Pond Ln Southold, NY 11971 Project Number 128112694 To whom it may concern, I am writing to confirm and advise that the footings for the steel columns for the subject project has been completed and installed in substantial compliance to my signed and sealed plans dated 5-20-22. Please refer to Sheet S9 for the footing details. If there should be further questions regarding this project, please advise. Respectfully, NE Date: Or CC 2022.11.18 _ Ui 13.50:42 -06'00 l) �L 1002194�z Adam Crutchley, P.E./ RaFLc �P18/2022 Allied Design A& E Group, P.C. P � -4 A11ibabe-!igri A&E.Group;PC. 11 IV/ 1� May 23, 2023LD cwiwuvbUtri. Re: Brian Becker TOWNOPS01177-inn n 1435 Akerly Pond Ln Southold, NY 11971 Project Number 128112694 To whom it may concern, I am writing to confirm and advise that structural portion of the subject project has been completed in substantial compliance to my structural plans dated 5-20-22. Specifically: • The trusses installed are the same trusses that was specified. • The bolt patterns installed match the required bolt patterns. • The connection plates match the specified connection plates. • Installed insulation matches the specified insulation. If there should be further questions regarding this project, please advise. Respectfully, NE Y Adam Crutchley, P.E. y�P Allied Design A& E Group, P.C. *IT r cc W C20 LI 1 Z 1007. AaFES S1�NA 3/2023 Date: 2023.05.23 '09:52:29-05'00 FIELD INSPECTION REPORT DATE COMMENTS P. FOUNDATION(IST) , e-o/vain ' o s - J ge FOUNDATION(2ND) m z 3-fa i JB ROUGH FRAMING& PLUMBING H J r � INSULATION PER N.Y. STATE ENERGY CODE V, O C 2hs Coned sv ah•n-+ S fl h . -42 C. D. 9— FINAL C, . ADDITIONAL COMMENTSrb f oV 10 Y 2v-2- -mac o /pis �S I mac - ��Z�t �l o /t�1. �.GCl�ivc.6Q . _ X CA� �d C^1 sH O S z 1� b H K�©IPTOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631)765-1802 Fax (631) 765-9502 https://www.southoldtownny.szov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® E PERMIT N0. 1(/ Building Inspector: A JUN 1 o L LryOZry Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SO UTHOLD Owner's Authorization form(Page 2)shall,be completed. Date: OWNER(S)OF PROPERTY: �..... _ CTM#1000- Name: Si Project Address: �/y3S ,.a i Phone#: _ — Email.t7 6ex-kiwo 6watzw.40m, " MailingAddress: J,i;,t?�,�— AV_EZ1_J ndp I J44,_L tD CONTACT PERSON: Name: Mailing Address: ZZ . S . . .4 •6—ne—P1t kmy 1 m Phone#: �31-2�5 f3 Email:�,lli4m.kell m di DESIGN PROFESSIONAL INFORMATION: Name: ALLJkD­ M Add ress: zZZJS - Sr m Phone#: Email: CONTRACTOR INFORMATION: Name: MailingAddress: ZZ "I-- Phone#: '7. Emai� DESCRIPTION OF PROPOSED CONSTRUCTION 6 New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? Dyes o 1 T PROPERTY INFORMATION Existing use of property:L44L Intended use of property: , G Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter,236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein.are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): L{_��— � '� [Authorized Agent ❑Owner Signature of Applicant: Date: �o-...3' T�JZZ . I STATE OF NEW YORK) SS: COUNTY OF ) I YupL� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application areltrue to the best of his/her knowledge and belief;and that the work will be perform in th man,pfset fort in the application file therewith. Sworn before me this �� PN F day of4. � ,20�a� .`�P. �P Y PUe•.,.y��; N r Pu k l Io Nw"bar c' NO.01l5pd241421 Comm. i N: MW2%20 PROPERTY OWNER AUTHORIZATION . •`�v•..� :•r�Q� (Where the applicant is not the owner) pp��.. �/1t1111 I, 'G�/��L residing at JAjCJS L.� Fbk4m &b /V ,� do hereby authorize VI�I—�- —k�� Lt—"0 to apply on my to th of Southold Building Department for approval as described herein. Owne Signatur Date Print Owner's Name 2 Y � SwF014.�' BUILDING DEPARTMENT- Electrical Inspector j' ®� r II ,II TOWN OF SOUTHOLD own Hall Annex - 54375 Main Road - PO Box 1179 OCT j �n�� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerrCc�southoldtownnLr gov seand(cbsoutholdtownnygov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/18/22 Company Name: Peconic Power Sytems Electrician's Name: Robert Stanevich License No.: ME45056 Elec. email:Peconicpowersys@gmaii.com Elec. Phone No: 516-819-7191 01 request an email copy of Certificate of Compliance Elec. Address.: Po Box 512 Cutchogue NY JOB SITE INFORMATION (All Information Required) Name: Brian Becker Address: 1435 Ackerly pond road , Southold, NY Cross Street: Phone No.: 631-680-6420 Bldg.Permit t 48067 email:lift1500@yahoo.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New 200 amp service to,new steel Morton building Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES[_ NO RoughIn ❑ Final 1 / Do you need a Temp Certificate?: YES❑ NO Issued On 10 , 1 8 122 Temp Information: (All information required) Service SizeFV11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# Z New Service❑Fire Reconnect[]Flood,Reconnect❑Service ReconnectEUnderground❑Overhead # Underground Laterals ✓ 1 2 H Frame D Pole Work done on Service? D Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT G Address: Switches Outlets [,' ',-r GFI's Surface Sconces H H's UC its Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Ampps) Have Used Special: �"v '�� I Comments /W01 } F0tjt o G BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # / 31 0 Date /o 2022 Customer NamejrI .� Electrician Name �1 Address cg / �� d Phone S^� �r e-mail e-mail Phone, License# Size_Q00 A Phase Overhead Underground ✓� #of Meters Remarks #of Underground Laterals 1 2 New ---- --- ------ -- "H" Frame or Pole H P - - - - -- Fire-Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verificatio ' a i 90 m the date a Authorized by BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ® - own Hall Annex- 54375 Main Road - PO Box 1179 GO ` OCT 1,$ 202T Southold, New York 11971-0959 y7jo ,� I��; , Telephone (631) 765-1802 - FAX (631) 765-9502 I' ! � rogeerasoutholdtownny.gov — seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/18/22 Company Name: Peconic Power Sytems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec. email:Peconicpowersys@gmail.com Elec. Phone No: 516-819-7191 [DI request an email copy of Certificate of Compliance Elec. Address.: Po Box 512 Cutchogue NY JOB SITE INFORMATION (All Information Required) Name: Brian Becker Address: 1435 Ackerly pond road , Southold, NY Cross Street: Phone No.: 631-680-6420 BIdg.Permit#: 48067 email:liftl500@yahoo.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New 200 amp service to new steel Morton building' Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: z YES❑ NO Issued On 10 I l Temp Information: (All information required) Service SizeFV11 PhF—]3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service[]Fire Reconnect[]Flood Reconnect[:]Service Reconnect®U derground❑Overhead # Underground Laterals W 1 2 H Frame D Pole Work done on Service? Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION �{ i \ lF. .� . :]✓'J k.4S=f4I FH F� _TI1 Lri -)NSTKU 710'� OPAL. 01>1 `�� �„/ r� nn Spa f 000 - SUR VEY OF JL' „PURI TAN FARMS" FILE NO. 9538, FILED JUL Y 19, 1994 1 AT SOUTHOLD o�, TOWN OF SOUTHOLD CERTIFIED Tor SUFFOLK COUNTY N Y / BRIAN J. BECKER 'L Scale 1" = 60' =r"��-- SUFFOLK COUNT NA TIONAL BANKSTATE OF NEW YORK MORTGAGE AGENCYOCT T. 17, 1994 Mar. 10, 1995 ( foundation ) a AREA = 2 5093 Acres ANY AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLA TION OF SECTION 7209 OF THE NEW 'eORK STATE EDUCATION LAW, EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER TZFICA TIONS HEREON ARE VALID FOR, THIS MAP AND COPIES THEREOF OPLL Y IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. "`' ,•:,-. / em lamil;cr w",;r ;he TANDARDS FOR APPROVAL ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM ALTERED B'Y' 69 % AND, CONS;R!!(% ,:;N 0= SUBSURFACE SEWAGE �X S. LIC. NO, 496,18 MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY ;/ Dl:"i POSA L S YS T rM S F OR SINGL E FA M1L Y RESIDENCES OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS "INSPECTED' AND / Ord will .;bide t)v the cono'ilions cel forth therein. and en the PECONIC :;.SURVEY - P.C. 6ROUGHT-TO-DA TE' ARE NOT IN COMPLIANCE WITH THE LAW. P .. rsr s? rs�:::=::50i? 4.;9039 "r i i" MAIN,"R FL EVA TIONS ARE RF_FERENCED TO AN ASSUMES DATUM. /� SOUT d",b ',? L�ft); 2'= 19T i x � l h �o a� �- Ste.• c R0 Ste• �� 09A `SO_ ��� / • �pII1l�10FSC�fi'i'lOLE3 SUR VE Y OF L O T 3 "PURITAN FA RMS" g FILE NO. 9538, FILED JUL Y 19, 1994 AT SOU THOL D "'o ¢' TOWN OF SOU THOLD o. CERTIFIED To, SUFFOLK COUNTY N. Y. lop ' :' BRIAN J. BECKER KAREN M. BECKER Scale 1" = 60 SUFFOLK COUNTY NA TIONAL BANK STATE OF NEW YORK MORTGAGE OCT 17, 1994 AGENCY Mar. 10, 1995 ( foundati n ) oe=� .= � ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION �� '�4 AREA 6093 Acres OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, EXCEPT AS PER SECTION 7209-SUBDIVISION 2. �L� CER TlF/CATIONS ��_ : . " HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. civ, lamilior wi r fhe :'TANDARDS FOR APPROVAL ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM ALTERED BY' j69 %� A.NV CONS''RL;r ,-,,' N OF SUBSURFACE SEWAGE :ti'\Y.S. LIC. NO. 49618 DISPOSAL � t';;, •.._�1S FOR SINGLE FAMILY RESIDENCES MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY '' TEWS •- :� OF ANOTHER SURVEYOR'S MAP. ERMS SUCH AS 'INSPECTED' AND ,/ on_d will abide t t,& �or7r)ilions set IoOh therein and on tate BPECON/C . SURW Y P.C. 'BROUGHT- : ;. ARE NOIN OMPLIANC£ WITH THE LAW. % e'!T7it :;.`.v, PEC 76 _ 5020 P. O. BO,X MAID ELEVATIONS A.RF ,F_fFRENCED TO AN ASSUME:-' UA i jM. i/ SOUTH !? f ' 1197' Dwyer, Nancy From: William Kelly <William.Kelly@mortonbuildings.com> Sent: Thursday,July 14, 2022 9:27 AM To: Dwyer, Nancy Subject: Re: 1435 Ackerly Peak height can be calculated from drawings 14'4" from grade to bottom of truss Bottom of truss at heal to top of purlin 18.5" Roof pitch at 4/12 over 18'= 6' �tf youa`ddit all up Thanks BK Get Outlook for iOS From: Dwyer, Nancy<nancy.dwyer@town.southold.ny.us> Sent:Thursday,July 14, 2022 8:31:56 AM To:William Kelly<William.Kelly@mortonbuildings.com> Subject: 1435 Ackerly CAUTION:This email originated from outside of the organization. Please use care when communicating with this sender. Good morning Bill, Can you please confirm what the maximum ridge height will be of the proposed storage building at Brian Becker's property? I don't see it indicated on the drawings anywhere and the design professional has not given a scale for me to work with. Thanks, Nancy .Nancy Dwyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i ' r 4 'A CERTIFICATE OF LIABILITY INSURANCE DAT 09/30/2021 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 TPOLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURE BY THE 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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT d AOn R151C Services Central, Inc. NAME: 'OPHONE Chicago IL Office (A1C.No.Ext): (866) 283-7122 ac.NIA:; (800) 363-0105 a) 200 East Randolph _R Chicago IL 60601 USA ADDRESS : O 2 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: Zurich American Ins Co 16535 Morton Buildings, Inc. 252 West Adams Street INSURER B: American Zurich Ins Co 40142 Morton IL 61550 USA INSURER C: Great American Security Ins Co 31135 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:570089614952 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 AD Limits shown are as requested SUBR LTR TYPE OF INSURANCE IN WVD POLICY NUMBER POLICY EFF POL C E P MMIDD/VYVY MM/DD/VYYY LIMITS A X COMMERCIAL GENERAL LIABILITYGL09 7 1 1 EACH OCCURRENCE $2,000,000 CLAIMS-MADEX❑OCCUR DAMAGE TO RENTED $1,000,000 PREMISES Ea occurrence MED EXP(Anyone person) $50,000 i PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $10,000,000 v X LO POLICY ❑PRO ❑LOC JECT PRODUCTS-COMP/OPAGG Excluded co OTHER: a0 0 0 A AUTOMOBILE LIABILITY BAP 9376314 18 1 10/01/2021 10/01/2022 COMBINED SINGLE LIMB `n E acct en $3,000,000 X ANYAUTO BODILY INJURY(Per person) O SCHEDULED Z OWNED AUTOS ONLY AUTOS BODILY INJURY(Per accident) d HIRED AUTOS NON-OWNEDPROPERTY DAMAGE V ONLY AUTOS ONLY Per accident r C X UMBRELLALIAB X OCCUR UMB403349310/01/202110/01/2022 EACH OCCURRENCE $2,000,000 U Umbrella Liability AGGREGATE $2,000,000 EXCESS LIAB CLAIMS-MADE DED RETENTION B WORKERS COMPENSATION AND WC937631118 10/01/2021 10/01/2022X PER STATUTE OTH- EMPLOYERS'LIABILITY Y/N AOS E A ANY PROPRIETOR/PARTNER/EXECUTIVE N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? ❑N/A wc937631218 10/01/2021 10/01/2022 (Mandatory In If MA,WI E.L.DISEASE-EA EMPLOYEE $1,000,000 yes,describe under n DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000, DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) r{ 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. Town of Southold PG Box 962 AUTHORIZED REPRESENTATIVE Cutchogue NY 11935-1146 USA V IQL ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD f NEW YORK Workers' STATE Compensation CERTIFICATE OF Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured MORTON BUILDINGS, INC. (309)263-7474 252 WEST ADAMS 200 PO BOX 399 1c.NYS Unemployment Insurance Employer Registration Number of MORTON IL 61550 Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,a Wrap-Up Policy) 1 d.Federal Employer Identification Number of Insured or Social Security Number 37-0347310 2.Name and Address of Entity Requesting Proof of Coverage 3a.',Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) AMERICAN ZURICH INSURANCE COMPANY Town of Southhold 315.Policy Number of Entity Listed in Box"I a" 54375 Main Road WC 9376311-18 Southhold, NY,11971 3c.-Policy effective period 10-01-2021 to 10-01-2022 3d.,The Proprietor,Partners or Executive Officers are ❑X Included.(Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". I Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the policy effective period? ❑YES ❑x No the coverage indicated on this certificate prior to the end of This certificate is issued as a matter of information only and confers no rig i is upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy Indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Roger Levine (Print name of authorized representative or licensed_agent of,.insurance carrier). Approved by: _TIE 10/01/2021 --._....--_-_- Date) Title: SVP Midwest Region Casualty Telephone Number of authorized representative or licensed agent of insurance carrier: (847)605-6914 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-15) www.wcb.ny.gov A Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair;that compensation for all employees has been secured as provided by this chapter. C-105.2(9-15) REVERSE 209057 SC-2090S1 SC Qty: 1 Truss: 4430660003509(2)-2 Customer. Sales SID: TID: Date: 05/17/22 Truss Mfr.MBI Page: 1 of 1 6-1-145-11-2 5-9-8 5-9-8 5-11-2 6-1-14 1 6-1-14 2 12-1-0 3 17-10-8 4 23-8-0 5 29-7-2 6 35-9-0 7 4/12 MN11X -4/12 11= 4/12 MN11X11pr(r MN11X11pm= -4/12 m MN3X5 MN X5 i n MN11X18-18 m MN11X18-18pm M M � I � MN5X6pm MN6X9pm 6X18-1891In MN6X9pm MN5x6pm 0.056/12 -0.056/12 6-10-12 6-6-15 4-4-14 4-4-14 6-6-15 6-10-12 1 6-10-12 8 13-5-11 9 17-10-8 10 i22-3-6 11 28-10-4 12 35-9-0 7 I 35-9-0 Truss Weight= 269.8 lb Code/Design: IBC-2015/TPI-2014 PSF Live Dead Dur Factors TC 28.0 4.0 Live wind Snow BC 0.0 4.0 Lum 1.15 N/A N/A Total 36.0 Plt 1.15 N/A N/A Spacing: 7-06-00 O.C. Plies: 1 Repetitive Member Increase: No Green Lumber: No Wet Service: No Tah Tolerance: 10�,k Creep (Ker) - 2.0 Material Summary Reaction Summa Deflection Te zxa SP 2400/z.o Summary Summary 2x8 SP (ALSC6-2013) #1 3-4 --`-----Reaction Summar .Lbs TrussSLimit ---- y - paa /240 actual{in) Location 4-5 int --X-Loc- React-Up- --Width- -Regd I-Mat PSI Vert LL L/290 L/693(-0.61) 10-11 BC 2x6 SP 2400/2.0 1 02-12 4826 1343 OS-08 04-09 SP 706 Vert DL L/120 L/999(-0.18) 11-12 Nebs 2x4 SP (ALSC6-2013) #1 7 35-06-04 4826 1069 05-09 04-09 SP 706 Vert CR L/180 L/534(-0.79) 11-12 Wedge 2x10 SP (ALSC6-2013) #1 Harz LL 1.00in ( 0.19) @Jt 7 Herz CR 1.50in ( 0.24) @Jt 7 Member Forces Summary Loads Summary Bracing Data Summary Max CSI in TC PANEL 3 - 4 0.92 This truss has been designed ------------Bracing Data------------ Max CSI in BC PANEL 1 - 8 0.94 for the Snow lLoad Provisions o£ASCE7_ Chords; continuous except where shown Max CSI in Web9 - 4 067 See-Loadcase Report for loading combinations and additional details. -------- ----Purlins------------ . User Distributed Loads (plf) ---oc--- --From-- ---To--- #Bays ..)dem... Ten Comp .CSI. Mbr Load Uplift Start Load Uplifts End Dir Description TC 2-00-00 0 35-09-00 19 TC 1- 2 2486 8926 0.84 TC -121.0 -121 0 -121.0 -121 17-10-08 Normal User @ 90 Deg BC 6-00-00 0 35-09-00 6 2- 3 2519 8594 0.69 TC -86.0 -86 17-10-OB -86.0 -86{35-09-00 Normal User @ 90 Deg Web Bracing -- None 3- 4 2373 8112 0.92 Notes Plate offsets{X,l�' 4- 5 2195 8112 0.92 Plates designed for Cq at 0.90 and Rotational Tolerance of 5.0 degrees 5- 6 2118 8593 0.69 A-"pm" next to the plate size indicates that the plate has been user (None unless indicated below) 6- 7 2085 8925 0.84 modified; see Plate Offsets for an special al g Jntl(05-10,01-05), Tnt3(-02-08,00-14), SC 1- 8 6069 2344 0.94 Y P positioning requirements. Jnt5(02-08,00-14), Jnt7(-05-10,01-05), 7-12 8068 1803 0.93 Single pass roller reduction factor been used. Jnt9(0,00-10), Jnt10(0,00-04), 8-.9 7952 2070 0.73 Jnt1l(0,00-10) 9-10 6363 1419 0.38 Joint Stress Index(JSI): -20-11 6363 1419 0.38 - Jntl(0.97), Jnt2(0.60), Jnt3(0.59), 11-12 7952 1774 0.73 - Jnt4(0.72), Jnt5(0.59), Jnt6(0.60), Web 2- 8 377 262 0.04 " Jnt7(0.97), JntS(0.61), Jnt9(0.83), 3- 9 755 1515 0.51 3- B 52 208 0.14 _ E JntIO(0.61), Jntil(0.83), Jntl2(0.61) tt 4- 9 2030 757 0.67 4-10 215 0 0.03 VT► �� 4-11 2030 394 0.35 y��• 5-11 444 1515 0.51 5-12 52 0 0_01 6-12 190 261 0.03 T °a W LU ellll Z Ne � Componoat solutions- Tzvsa studio V 2021.7,1.2 ENDrAW=ar9R0T_Jsl OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO, 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-112694 LAMINATED COLUMNS- NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS INCORPORATED AS PART OF THESE DRAWINGS. NAILED 8" O.C.STAGGERED ON EACH SIDE WITH 4" NAILS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 1010 10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE (i 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE 9 MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO •o RESIST BOTH AXIAL AND BENDING FORCES. DIRECTION OF THE LICENSED / REGISTERED ENGINEER . Q_ 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE Q— FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' m (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. O CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS RETAIN STORM WATER RUNOFF f-1.000w (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN BACKFILLED PURSUANT TO CHAPTER 236 Z O WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). OF THE TOWN CODE. OCCUPANCY OR E IS UNLAWFUL TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 ni exterior lighting US APPROVED AS NOT D z OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. '�ctalted,reptaced or WITHOUT CERTIFICATE DATE: ,p PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH npaired rhajj conform OF OCCUPANCY FEE: D _ � BY: LLJ USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. to Chapter 172 NOTIFY BUILDING DEPARTMENT ^."; LI_I ertheTownCode 765-1Eo2 9 AM TO 4 PM FOR T.';.' z FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" C01APLY WITH ALL CODES OF 1. F01U FOLLOWING A INSPECTIONS: O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR NEW YORK STATE & TOWN CODES 1' r`:191�I�IATION - TWO REQ1.}►' ' �jURED CONCRETE �. .:::. ......... .�.. AS REQU1 ED AND CONDITIONS OF I;r,,a+YH - FRAMING & PLUS„� ^` BETTER ON EDGE SPACED APPROXIMATELY 24”O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. "-�r� `"""""""�"°=" '- fi"" 3. If4SULATION W SOUTHOLDTOANZBA 4. FINAL - CONSTRUCTION ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED SOMOLDTX 1 PWMINGBOARD BE COMPLETE FOR C.O. U Z �o ALL CONSTRUCTION SHALL. I.4 W � ••,..G iiia AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE SOMI)ITOMTRUSTEES THE REQUIREMENTS OF THS' 00 0 1,_ 0 AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STATE CONSTRUCTION & U N.Y.S.DEC OrDES. NOT RESPONSIPI_.a, z STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. O 2V OR CONSTRUCTION i '" Q N SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON v EXTERIOR. w O TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. GUTTERS -5"OR 6" K-STYLE, . ALL _4< X030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH 0 Z SIDES OF THE BUILDING. O 2x4 F1 F1 MFS 09/20 O EARTHQUAKE DESIGN DATA TABLE LV N 0.2 SEC SPECTRAL RESPONSE 0- ACCELERATION (Ss) 0'178 Q vi 1.0 SEC SPECTRAL RESPONSE LLl g ACCELERATION (Si) 0.05 SEISMIC DESIGN CATEGORY B RISK CATEGORY (TABLE 1604.5) II BUILDING DESIGN CRITERIA Z Q SITE CLASS D LIGHT FRAMED WALLS SHEATHED 3UILDING CODE 2020 BCNYS BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS JSE GROUP U SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR C—ONSTRUCTION TYPE VB STEEL SHEETS RISK CATEGORY II DRAWN BY.• POLHEMUS RESPONSE MODIFICATION FACTOR (R) 7 DESIGN ELEVATION 20 FT. DATE: 4/29/2022 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE BUILDING AREA 2160 SQ. FT. CHECKED BY: EM SEISMIC DESIGN BASE SHEAR 900 LBS ROOF SNOW LOAD * 20 PSF I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS DATE: 5/3/2022 CURRENT LUMBER SPECIFICATIONS (06-01-2013) GROUND SNOW LOAD 20 PSF BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT REVISED DATE: ---- SIZE DESCRIPTION BENDING VALUE Fb HIND SPEED (VOLT) 130 MPH SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED PROFESSIONAL ENGINEER. REVISED DATE.' ---- SHEET INDEX 2x4 NO. 2 SPF 1313 PSI '✓BIND SPEED (NASD) 101 MPH Date: 2022.05.20 REV/SED DATE' ---- 2x4 NO. 1 SYP 1500 PSI SHEET # DESCRIPTION 2x4 2100f MSR SPF 2100 PSI07:54.17 -05'00' REVISED DA TE., ---- GI OF G1 SPECIFICATIONS &SHEET INDEX 2x6 NO.2 SPF 1138 PSI ADAM CRUTCHLEY, P.E. S1 OF S10 COLUMN PLAN 2x6 NO. 1 SYP 1350 PSI adam.crutchley@allieddesignoes.com S2 OF S10 TRUSS/BRACING PLAN & DETAILS 2x6 2100f MSR SPF 2100 PSI DATE: REG.# S3 OF S10 TRUSS DRAWING & DETAILS �C�OF NE �- 2X6 2400 MSR SYP 2400 PSI 2x8 NO. 1 SYP 1250 PSI * �P CRVrc S4 of slo ELEVATIONS ROOF SNOW LOAD CALCULATIONS g Q'�' S5 OF S10 SECTIONS & DETAILS 2x8 2400 MSR SYP 2400 PSI Pf = 0.7 x Ce x I x Pg x Ct '� wc S6 OF S10 SECTIONS & DETAILS 2x10 NO. 1 SYP 1050 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 r- S7 OF S10 _ SECTIONS & DETAILS 2x10 2400 MSR SYP 2400 PSI I = IMPORTANCE FACTOR = 1.0 L� �� r W S8 OF S10 SECTIONS & DETAILS Zle UD 2x12 NO. 1 SYP 1000 PSI Pg = GROUND SNOW LOAD = 20 PSF ID e 2x12 2250f MSR SYP 2250 PSI Ct =THERMAL FACTOR = 1.2 JUN, O f;;iP:a OA 7002111 Pf = 0.7 x 1.0 x 1.0 x 20 x 1.2 = 16.80 PSF .rtfFES S003-, . . S9 OF S10 SECTIONS & DETAILS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI CS = ROOF SLOPE FACTOR = 1.00 BUILDING DEPT S10 OF S10 SECTION & DECK JOIST LAYOUT 3 1/2"x15" GLU-LAM 1650 PSI Ps = Pf x Cs = 16.80 x 1.00 = 16.80 PSF TOt'�'N OFS(yjTHOL[, 5 1/4"x16 1/2" GLU-LAM 2400 PSI Psmin=20 PSF 5 1/4"x 19 1/2" GLU-LAM 2400 PSI (S�CALEAS NTED SHEET NO: OF G1 Gl OFFICE. CUTCHOGUE, NY JOB NO. 128-112694 L0 0 0 LLj co 10 Z Ca/ Lu z 0 CD = 04 C%4 N a_ I- C14 ;zr C14 04 C�l 04 -1 7 04 N N CO b 7'-4 1/2" 7'-6" 7'-6" C14 4-9 314" 101-01, 6-0" -IT 7'-6" Lo 7-4 1/2" L0 /Ll 1'-0"VENTED SIDEWALL OVERHANGS ri-001 Lu -8 1/4" -j V I H I I 1'-0" NON-VENTED ENDWALL OVERHANGS Lu D sio S7 1-911 18"M r 35 35 -911 r 1 17 wEl 24"M 24"M 24"M 18"M 3 6'M C 24"M 18"M 18"m U ROTATED CORNER COLUMN 90o 10 10 Lu 28'-10 1/2" 18"M 24"M 28'-10 1/2" co 0 .. 26-71/2" I 18"M I 18'x36' z MEZZANINE o 24'x24"CONC. b 0 oei L (ABOVE) < I? FOOTING (SEE DETAIL, SHEET S9) Lp J I P- 17'-8 114" 24"M 2 l'-10 1/2" %0 10 o CA S6,) (ABOVE) _Eo ix 0 24"x24"CONC. __,% 24"M 13'-10 1/2" FOOTING (SEE DETAIL, SHEET S9) x 00 9'-1 1/2" -N 18"M co R 6-10 1/ 18"M J 24"M 6'-10 1/2" 0 2" V Qs G CN m S9 F 58 S9 0 Z 7 T-) Lu G " gW� Sq 10 18"M 24"M 24"M 24"M 24"M 241A 130"M 11 8"M 1 811M 18"M 01-01, 01-01, Lu CORNER COLUMN COLUMN PLAN LEGEND 2'-93/4" ROTATED 90o 1_u 3 1/2"x 3 1/2"STEEL COLUMN LOCATION7-4 1/2" 7'-6" 7'-6" 7'-6" 7-6" L4-8 114" 7'-6" 7'-4 1,12" 11 3-2x6 LAMINATED COLUMN LOCATION HEADERED,TRUSS LOCATION 04 N CN C%4 `t 04 3068 9-LITE TEMPERED GLASS IN PLAIN 2-PANEL LEAF FIBERSTEEL C? 1- WALKDOOR, OUT SWING, LEFT HINGE WITH CLOSER, LOCKSET b CY) 011 A - (6) 4429 MB SLIDING WINDOWS 0111 (D - 18'-0"x14'-4" DOUBLE SLIDING ALUMASTEEL END DOOR WITH WEATHERSEAL, ol co "It 'IT Lo ROUGH OPENING SCHEDULE 1"THERMAL DRY BOARD 04 v L0 DRA WN B Y.- POLHEMUS - 10'-2"x10'-1"OVERHEAD DOOR WITH HILIFT TRACK UNIT SYMBOL WIDTH HEIGHT fDA TE., 4/29/20229 6 0 - -0"x7-0" FRAMED OPENING BEHIND ENDWALL STEEL SIDING FROM LEGEND - 30x30 ATTIC ACCESS PANEL (VERIFY LOCATION) lil 38 1/4" 81 CHECKED B Y.- E M SNOW RETAINERS Q 52 114" 33 5/8" 1 DA TE.- 5/3/2022 ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS REVISED DA TE.* ---- 18"M - 18" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21"THICK CONCRETE COLUMN PLAN REVISED DA TE.* ---- PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD REVISED DATE., WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN REVISED DA TE.- IN ONE OPERATION. 24"M - 24" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21"THICK CONCRETE PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl 4"THREADED ROD WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE AQP N COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. cl 30"M - 30" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21"THICK CONCRETE rC,S`�¢� PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD tu WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE uj COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. Gp 1007 36"MC 36" DIAMETER SHARED FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE Rju ssjQx%. PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE 2' 8' COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD SCALE: WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE V 4' 16' COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. SCALE.- AS NOTED SHEET NO: OF.* Sl sio 3� 'OFFICE.- 36' - FFICE:36' - 2x8 (NO.1 SYP) CUTCHOGUE, NY 36' -2x8 (NO.I SYP) END RAFTER ASSEMBLY JOB NO. 1 28-1 1 2694 (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME END RAFTER ASSEMBLY 2x4 BEV. PURLIN I • I I I • I I I TOE NAIL OVERHANG RAFTER I ( • I • I I • I • I • I o TO OVERHANG NAILER WITH (1) 16d R.S. NAIL EACH SIDE I i I I Q_ N (10) 4"STRUCTURAL SCREWS (6) 4"STRUCTURAL SCREWS PER CONNECTION PER CONNECTION w co OVERHANG FRAME 36'- 2x8 (NO. SYP) 2 MEMBER END COLUMN EXTENSION OR 3 MEMBER FULL HEIGHT COLUMN END RAFTER ASSEMBLYUPRIGHT ASSEMBLY FASTENED TO END FASTENED TO END RAFTER ASSEMBLY AS O Z 2x6 OVERHANG NAILER RAFTER ASSEMBLY AS SHOWN AND TO SHOWN AND TO EACH INTERSECTING uj Z (7) 4"STRUCTURAL SCREWS EACH INTERSECTING WEB. FASTEN TO WEB. FASTEN TO HEADER AND FRAMING r HEADER AND FRAMING MEMBER WITH (2) MEMBER WITH (2) 16d R.S. NAILS INTO V 16d R.S. NAILS INTO EACH END COLUMN EACH COLUMN. EXTENSION MEMBER OR UPRIGHT. v • 3-2x6 CORNER COLUMN Z D ETA I L B DETAIL C SCALE: 1 1/2"= V-0" SCALE: 1 1/2" = l'-0" 1 1 1 DETAIL A w SCALE: 1 1/2" = V-0" Z — — — — — — — — — — — A _ W S2 };::1... 1 1 :: ............. . ..................4...... W 3 :_... ............ ............. ............... ........... o Z :. 0 0 0 1 ........................ ....o.................. ............................ ............................ ............................ ...-.. I m w J 18' SPAN BAY I �_ o ............................ ...... ..................... ............................ ............................ ................ F- O ...................... ..... ....o 3 X 77, - -� O — c 3 S2 I w O O. . O. . d. . O. d I w C� N oil W ON W 8 7-4 1/2" 7-6" 7-6" 7-6" 7'-6" 4'-9" 17'-7 1/2" Z 04 cl, 04 o i IT o v o v r _ N N ccs `r DRAWN BY.• POLHEMUS DATE: 4/29/2022 CHECKED BY.• EM DA TE.- 5/3/2022 REVISED DATE.' ---- TR USS/B RACING PLAN REVISED DATE' --- REVISED DATE.' --- REVISED DATE. ---- :j OfN O c4�utc�� CO - ;p TRUSS/BRACING PLAN LEGEND qc i -36' 2090-S1 S.C. TRUSS ui z -36' END RAFTER ASSEMBLY 3 -2x4 TRUSS TIES F 4 - 2x6 DIAGONAL END BRACES ���2Zq s - DOUBLE 36' 2090-SI S.C. TRUSS 2. 8' AROFESSI4��� SCALE: 1' 4' 16' SCALE.' AS NOTED SHEET NO: OF: S2 I S103 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) TRUSSES ARE USED AS A DOUBLE MEMBER TRUSS ASSEMBLY WHERE NOTED ON THE 128-112694 TRUSS/BRACING PLAN ON SHEET S2. FASTEN TRUSSES TOGETHER FROM EACH SIDE WITH 0.131" DIA. x 2-3/4" R.S. GUN NAILS @ 8"O.C. STAGGERED ALONG TOP CHORD AND WEB MEMBERS, AND 24"O.C. ALONG LOWER CHORD. •]$4 % TRUSS SPACING 7'-6" O.C. g LIVE LOAD 20 PSF Cie DEAD LOAD 4 PSF m 4 CEILING LOAD 2 PSF O Z TOTAL LOAD 26 PSF Q/ ui Z O 7'-3" Z 1 1 1 1 1 1 Z ui :> 36 S.C. 2090-Sl TRUSS w SCALE: 3/8"= 1'-0" (SEE NOTE #1) Q o =D a co HEADLOK .19"x6.0" FLATHEAD LAG SCREW V_ (ICC-ES REPORT ESR-1078) F— O 2x4 PURLIN = One 0lg 0lg R � X I I II II II Z t0 II 60d R.S. NAIL II O _ I I u w Z 20 GA. GALVANIZED 20 GA. GALVANIZED = BOTTOM CHORD o PURLIN CONNECTOR TOP CHORD o PURLIN CONNECTOR Q w OF TRUSS ' ' OF TRUSS 0- � o• •� o• •0 1 1 1 g e w a (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) (1) #9x1" HWH SCREW ON PEAK SIDE AND— ON ND ON EAVE SIDE IN HOLES SHOWN. (2) #9x1" HWH SCREWS ON EAVE SIDE OF (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE DETAIL 2x4 BUTTED PURLIN DETAIL DRAWNBY. POLHEMUS SCALE: 1/2"= V-0" (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) DATE.' 4/29/2022 SCALE: 1 1/2"= V-0" CHECKED BY.• EM DATE.' 5/3/2022 ADDITIONAL 2x6 NAILER REVISED DATE.' ---- 4"STRUCTURAL SCREW REVISED DATE: ---- THROUGH STRAP INTO TIE REVISED DATE.• --- (3) 1 1/2" R.S. NAILS REVISED DATE: ---- THROUGH STRAP I , 2' LONG END BRACE STRAP (4)2 1/4"R.W. NAILS N 'W1- ol Lu ADDITIONAL 2x4 TRUSS TIE �F O �pOZZ9 pR�FES S10N�� ADDITIONAL 2x4 TRUSS TIE TO ENDWALL DETAIL SCALE: 1/2"= V-0" (S�CALEAS NOTED SHEET NO: OF.- S3 S10 OFFICE: DESIGN AND EXPLANATORY NOTES r. CUTCHOGUE, NY JOB NO, 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-112694j OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. • o a. N Lu m O ^ Z Lu ILI Z o 00 V 1 1'-0" 1 7-6" 1 9'-2 114" 1 13'-3 3/4" 8'-0" 8'-0" 13'-0" LJLJ Q , o qW C? o 0 0 0 0o Z p N No ' EAST ELEVATION w :LJA U o W . a M J W O _.........':..�.'4b.O 1212 ON .. 41-,– T#16 GABLE TRIM Q 4 °° U _° J W F— O F- HI-RIB STEEL SIDING ! 1 < T#21 CORNER TRIM Q/ o T#167 TRANSITION TRIM X HI-RIB STEEL WAINSCOT O T#167 BASE TRIM Z O ( � a .........................................J11 I I I I I _u 18'-0" 18'-0" 10'-0" 8'-0" � 18'-0" LJJ z 0 Lu Lu 0 0 0 0 0 0 Q °" o i o ao 0 g o .p `O W NORTH ELEVATIONJ SOUTH ELEVATION � Q Z DRAWN BY.• POLHEMUS DA TE.- 4/29/2022 VENT-A-RIDGE CHECKED BY., EM DATE: 5/3/2022 REVISED DATE., -- 5" O.G. GUTTERS REVISED DA TE., ---- REVISED DATE.' ---- EVISED DATE: ---- HI-RIB STEEL SIDING ` T#21 CORNER TRIM SOF Nyiyy T#167 TRANSITION TRIM ��P�� uTC'S 0 HI-RIB STEEL WAINSCOT T#167 BASE TRIM ur ui 100 9 R�fESS10N WEST ELEVATION 2' 8' rSCALE. AS NOTED SCALE: F.1 ISHEET NO: OF: 1' 4' 16' S4 S10 OFF/CE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-112694 CONDITIONS MAY REQUIRE MODIFICATIONS. 2. CONCRETE FLOOR NOTES: a. 4000 PSI o b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM U ® DISTANCE OF 10' PLUS OVERHANG WIDTH. SO c. PLACE A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER OVER A Q— N COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE FLOOR. m TRUSS IN COLUMN d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. a— SADDLE e. FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A COMPARABLE m LAMINATEC COLUMN PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 25 PSI. O FLUOROFLEXTM 1000 HI-RIB STEEL Z w 2x4 PURLINS @ 23"O.C. 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF r (NO. 2 SPF) TRUSS SADDLE ISOMETRIC LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF V � INSULATION STOP/ 0- LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND TAMP ' AIR DEFLECTOR v 2x4 BEV. PURLIN AND PROCEED WITH CONCRETE FOOTING PLACEMENT. z 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING FILLER STRIP WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE 2x6 BEV. FASCIA o CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION 1 1 1 5"O.G. GUTTERS INSTRUCTIONS. 1 1 1 z T#144 & 146 FASCIA TRIM _ 36' 2090-S1 S.C.TRUSS SOFFIT Q— HI-RIB/SOFFIT CAP k9" (R-30) BLANKETtNSULATION- � I ACOUSTICAL HI-RB STEEL �L Lij 2x6 OVERHANG NAILER r W/ BLACK VAPOR BARRIER Z (2) 1/2"x5 1/2"M. BOLTS & 2x4 TOP BLOCK &T#11 W (4) 4"STRUCTURAL SCREWS {. Q INTERIOR HI-RIB STEEL m 0 O U 16" DEEP UNFACED FIBERGLASS Z `, INSULATION UTILIZED AS FIRE BLOCK O (L'j; �6 (R-19) BLANKET INSULATION W/ Q/ =D t 4 MIL VAPOR RETARDER 2x4 STRIPPING J FLUOROFLEXTM 1000 HI-RIB STEEL -2x6 LAMINATED COLUMN 1 1 1 �— O 2x4 STRIPPING @ 24"O.C.TO 8'-0" T#167 TRANSITION TRIM 0 U 1171-01 � 3/4"x4'x8' T&G PLYWOOD '� XO 14'-4" ( 3 ) ROWS 2x4 NAILERS (2100 MSR SPF) m GRADE TO HEEL FASTENED W/ (3) 16d R.S. NAILS AT INTERMEDIATE Z O LOCATIONS & (4) 16d R.S. NAILS AT SPLICE LOCATIONS, 2 EACH SIDE 2x2 VERTICAL BLOCKING V� z AT COLUMN LOCATION W = T#167 TRANSITION TRIM r w 2x6 NOTCHED NAILER (2100 MSR SPF) FASTENED W/ (3) 16D R.S. NAILS AT INTERMEDIATE 8'-4 1/4" Q N LOCATIONS & (4) 16D R.S. NAILS AT SPLICE GRADE TO 11-J S LOCATIONS, 2 EACH SIDE BOTTOM OF 2x4 FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 7/16"OSB PROTECTIVE LINER —� T#167 BASE TRIM z Z (20) 1/4"x2 1/2" POWER LAG WASHER HEAD LOWER COLUMN YELLOW ZINC SCREWS PRECAST CONCRETE 2x4 NON-TREATED BASEBOARD 1 1/2"xl" BLOCK &T#109 BASE TRIM COLUMN INSTALLATION 6" CONCRETE FLOOR DRAWN BY,• POLHEMUS 4' WIDE R-10 PERIMETER INSULATION 3/4"ADJUSTMENT ROD 1. INSTALL PRECAST CONCRETE 6 MIL BLACK VAPOR BARRIER WITH BASE PLATE COLUMN W/ADJUSTMENT ROD & DATE.' 4/29/2022 8.. •,�.,:;:•,. .. :. UNDISTURBED SOIL BASE PLATE IN THE AUGERED CHECKED BY.• EM FINISH GRADE = HOLE. DATE �...,, : 5/3/2022 . ,..,.pec::.e,'^;:"i:.`—.�':'.:.v,<..:;.�v's:��,4.'c':�•:.y:•'e :'. � ;'•: ::,.•;•.•.• — 18"MINIMUM COMPACTED RCA SUB-BASE 2. PLUMB PRECAST CONCRETE REVISED DATE.' ---- COLUMN IN BOTH DIRECTIONS 2x6 TREATED BOTTOM PLATE �" ''•J'' REV/SED DATE.' ---- 360M & 370M BRACKETS FASTENED TO MFS 3. ADJUST HEIGHT UP OR DOWN REVISED DATE.' ---- 4-0" W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH • • ;.:;;:. ;�: WITH ADJUSTMENT HEX ROD (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & �,r �:'t .; REV/SED DATE.' ---- 370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS 4. POUR READI-MIX CONCRETE INTO MFS PRE-CAST CONCRETE COLUMN THE HOLE AS SPECIFIED. 21"THICK CONCRETE PAD(2500 PSI MINIMUM). 5. BACKFILL AND COMPACT THE e 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN LOWER COLUMN ANNULAR SPACE AROUND THE OF N _, AROUND EXPOSED REBAR CAGE AND 3/4"x14" ISOMETRIC COLUMN TO GRADE WITH SOIL �� GRUTL,y0,p 24"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" AUGERED FROM THE SITE. CO ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. * Q PLACE CONCRETE BELOW AND ABOVE BOTTOM OF i w . W LOWER COLUMN IN ONE OPERATION. y R 1007 SIDEWALL SECTION A FES 10 SCALE: 1/2"= V-0" rS�CALEAS NOTED SHEET NO: OF: S5 S10 OFF/CE: CUTCHOGUE, NY JOB NO. 128-112694 • o FLUOROFLEXTM 1000 HI-RIB STEEL 2x4 PURLINS T#16 GABLE TRIM (4) 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. NAILS Q_ N 2x6 FASCIA § 0_ m T#194 TRIM �.- (1) 4"STRUCTURAL SCREW THROUGH STRAP i & INTO BRACE O Z SOFFIT 2' END BRACE STRAP W/ PRE-PUNCHED Q/ Lu HI -RIB/SOFFIT CAP TRIM i /i / HOLES (BEND TO FIT) FASTENED W/ (3) 0.140 x 1 1/2" R.S. NAILS NOTE: V � _ 36 -2x8 (NO.1 SYP) INSULATION NOT ! n i 2x6 DIAGONAL BRACING FASTENED SHOWN FOR CLARITY. END RAFTER ASSEMBLY / i / i TO COLUMN W/(4) 16d R.S. NAILS z 2-2x6 E.C.E. 36' 2090-S1 S.C.TRUSS / 2x4 TRUSS TIE TM 2-2x6 UPRIGHT – – – – – – – – _ FLLOROFLEXTM 1000 HI-RIB STEEL 2x6 BLOCK 1 1 1 Z_ – – – – – – – – – – – – – Lu 1 – – – – 2x10 TRACK GIRT (2) 2x4 TOP BLOCKS z 2x6 NAILER � 11 T#71 TRACK COVER RS.,.. 2x4 TOP BLOCK W/ 51 M TRACK I ACOUSTICAL HI-RIB STEEL '''' T#11 &T#136 W/ BLACK VAPOR BARRIER r ''Q 3x4 TRACK BLOCK I 14'-4" U Z 1 1/2'x2 BLOCK 8 T#74 1 TO GRADE L1J p >" T#1 INTERIOR HI-RIB STEEL co 01..., T#105 T#105 T#37 z T#23 JAMB TRIM 2x4 BLOCK Q ON = p 2x3 JAMB (BEYOND; 3-2x6 JAMB COLUMN w F'— �_ BOTTOM 2' TREATED) (BEYOND) m U `o J_ W SLIDING S G DOOR HEADER SECTION C = o SCALE: I"= V-0" ! 1 > O O zm (,7 C.,0-5 = o � W CL oy W 8 z Qz DRAWN BY.• POLHEMUS DA TE. 4/29/2022 CHECKED BY. EM FINISH GRADE .;`, '.:;. DATE: 5/3/2022 REVISED DATE: ---- REVISED DATE: --- 4'-0" REVISED DATE: ---- .. 'dam REV/SED DATE, ---- • e �a 21"THICK CONCRETE PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMNN w AROUND EXPOSED REBAR CAGE AND 3/4"x14" � t�' TL, O 18,10 O THREADED ROD WITH AN ADDITIONAL MINIMUM 1" y �tZ y�;p, ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. , Q PLACE CONCRETE BELOW AND ABOVE BOTTOM OF ! '� LOWER COLUMN IN ONE OPERATION. n W AA 02Z ENDWALL SECTION B oFESO) SCALE: 1/2"= V-0" SCALE: AS NOTED SHEET NO: OF: S6 S10 OFFICE: CUTCHOGUE, NY JOB NO. 128-112694 (2) 1/2"x5 1/2"M. BOLTS & (4) 4" STRUCTURAL SCREWS • o Lu a_ $N L.Lai c = 36' 2090-S1 S.C.TRUSS oZ Q� Z O CL 2x4 TOP BLOCK &T#11 T#11 HI-RIB CAP z FLAT STEEL (18"TALL) 0/ Li-1 (2) 2x10 HEADERS 1 1 1 (NO.1 SYP) 3/4"T&G PLYWOOD z T#15 T#11 HI-RIB CAP ui - T(:....'.A 3-2x6 STUB COLUMNU Z INTERIOR HI-RIB STEEL (RECESSED) m O HEADER FASTENING SCHEDULE Z D 2x10 HEADER T#11 HI-RIB CAP oef HEADER STUB JAMB 2x4 STRIPPING @ 24"O.C. Q (NO.1 SYP) MEMBER COLUMN COLUMN �/ F' '9`50 2x6 BLOCK 2x6 BLOCK EA. 2x10 6 6 m ! 1 %0 T#124 T#156 T#129 O.H.D. F— O 2x2 BLOCK ALUMASEAL NOTES: = O T#151 -- I 1. NUMBERS ABOVE ARE 4"STRUCTURAL 0 T#154 T#152 SCREWS REQUIRED PER CONNECTION. T#105 2. PRE-DRILL HEADERS AS REQUIRED 2x3 JAMB (BEYOND; GRADE TO BOTTOM TO PREVENT SPLITTING. 3. IF NUMBER OF SCREWS REQUIRED FOR BOTTOM 2' TREATED) x OF 2x6 BLOCK HEADER TO JAMB COLUMN CONNECTION O 3-2x6 JAMB COLUMN (BEYOND) IS EXCESSIVE TO CAUSE SPLITTING, z O 2x6 TRACK BLOCK (BEYOND; THE EXCESS SCREWS MAY BE INSTALLED BOTTOM 2' TREATED) IN HEADER SUPPORT BLOCKING. ' 1� 0 OHD HEADER SECTION D • • w SCALE: I"= 1'-0" Q Ix Lua- 12" Q vi ' 24 1 1 1 g _J . z Z -- DRAWN BY. POLHEMUS DA TE. 4/29/2022 CHECKED BY.• EM DA TE: 5/3/2022 6„ 2x4 NON-TREATED BASEBOARD REVISED DATE: --- 1 1/2"xl" BLOCK REVISED DATE: ---- REVISED DATE.' --- REVISED DATE.* ---- NOTES: F N 1.) SPACE SMARTPANEL PANELS 1/8" FASTEN WITH - �Q: ur�yop (8d NAILS) AT ALL EDGES & STAGGER JOINTS. 2.) NAILS ARE 1 3/4" R.S. COIL NAILS lir Q t� S w .t Ir W C') Y1 O 1 3/411 T&G PLYWOOD FASTENING AR 00219 NPS SCALE: 1"= V-0" dFESS4� rSCALE.- AS NOTED SHEET NO: OF.* S7 S10 COF,FICE: 2x10 BRIDGING (OFFSET BETWEEN JOISTS AND CUTCHOGUE, NY 9" KRAFT FACED INSULATION LOCATED AT THE STANDARD TRUSS LOCATIONS) JOB NO. 2x4 RAFTER (NO. 2 SPF) @ STANDARD 2x12 HEADER (NO. 1 SYP) 128-112694 FLUOROFLEXTM 1000 HI-RIB STEEL TRUSS LOCATIONS FASTENED TO FASTENED TO TOP CHORD W/ 10d HEADLOK .19"x6.0" FLATHEAD EACH 2x10 JOIST W/ 6" HEADLOKR.S. NAILS@ 6"O.C. LAG SCREW SCREW 2x4 PURLINS @ 23"O.C. (NO. 2 SPF) T#16 GABLE TRIM FASTENED TO EACH 2x4 RAFTER W/ 2x6 FASCIA 6" HEADLQK SCREW o m DOUBLE TRUSS IN T#194 FASCIA TRIM COLUMN SADDLE _ LAMINATED COLUMN 04 SOFFIT USP JH20 JOIST HANGER FASTENED TO JOIST W/ (6) 0.148" DIA. ER oe SOFFIT/HI-RIB CAP ° W/ ()$#91XD1)/2" HWHISCR WS & (12))ZED POLE 0.1 8TDIAXX2l-1% "DTC TRUSS SADDLE ISOMETRIC m POSITIVE PLACEMENT GUN NAILS 6" (R-19) ELANKET INSULATION O USPJH20 JOIST 2-2x6 UPRIGHT w HANGER FACIOUSTICAL HI-RIB STEEL Z DOUBLE 36' 2090-S1 S.C. TRUSS 12" 36' - 2x8 (NO.1 SYP) 2x4 FLAT BLOCK OISTS @ 16"O.C. FASTEN TOP CHORD TO UPRIGHT `./ a, END RAFTER ASSEMBLY 2x12 HEADER (NO. 1 SYP) (NO. 1 SYP) 2x4 FLAT BLOCK W/ (10) 60d R.S. NAILS . FASTENED TO COLUMN W/ 2x4 TRUSS TIES — -- MEMBER #1 v 3-2x6 LAMINATED (10) 4"STRUCTURAL SCREWS T#1 1 & 136 — — — MEMBER #2 MEMBER #3 Z FULL HEIGHT COLUMN T#11 & 136 2x4 TOP NAILER — — 3" 1 6" 3" f1/ 2x4 TOP NAILER 1 1 1 INTERIOR HI-RIB STEEL INTERIOR HI-RIB STEEL 2x6 DIAGONAL BRACING FASTENED NAIL PATTERN PLAN VIEW �7� (2) T#1 1 TRIMS TO UPRIGHT W/(4) 16d R.S. NAILS Z DOUBLE 2x6 TOP PLATE ACOUSTICAL HI-RIB STEEL 2x4 STRIPPING W/ BLACK VAPOR RETARDER STUDWALL FRAMING BRACKET W DECK LOADING: 1/4" DIAMETER SMOOTH SPIKE 3-2x6 LAMINATED COLUMN X23 U Z o LIVE LOAD 40 PSF 2x6 STUDS @ 16"O.C. W/ ADD'L LAMINATE ������� Wt.':: " DEAD LOAD 10 PSF STEP 2: ���`��� m 00 U ATTACH MEMBER #3 WITH 20d GUN `..r TOTAL LOAD 50 PSF Z � NAILS @ 6"O.C. AT TOP, BOTTOM, AND 0 CENTER OF BEAM. SET NAILS 2" FROM `" 1 1/2"xl" BLOCK & TOP AND BOTTOM OF BEAM. T#798 BASE TRIM 2x6 BOTTOM PLATE F— STEP 1: co 3/4"T&G PLYWOOD ATTACH MEMBER #1 TO MEMBER #2 WITH v -� I Od R.S. GUN NAILS @ 12"O.C. AT TOP, SIMPSON A35 FRAMING 1 1 1 Z BOTTOM, AND CENTER OF BEAM. SET NAILS CLIP p 2" FROM TOP AND BOTTOM OF THE MEMBERS. 2x12 JOISTS (NO.1 SYP) 2x12 JOISTS (NO.1 SYP) 6„ ° @ 16" O.C. @ 16" O.C. ° � � 1 (3) 2x12 HEADER BEAM USP JH20 ADJUSTABLE JOIST HANGER USP JH20 (NO.1 SYP) X FASTENED TO HEADER WITH (14) 0.148"x JOIST HANGER 12 ' 1-1/2"TC POSITIVE PLACEMENT GUN NAILS m & TO JOIST WITH (6) 0.148" DIA. x 2-7/8" 2 Z O (l OD) GALV. R.S. NAILS, (3) PER SIDE. (3) 2x12 BEAM 2x6 FACEBOARD y a 2x10/2x8 PLATED HEADER (NO. 1 SYP) FOR HEADER BEARING V FASTENED W/ (21) 4"STRUCTURAL SCREWS 2" 2x4 STRIPPING @ 24"O.C. 8-1 Q oe 3 1/2"X3 1/2"z I I GA. 3/4"x4'x8'T&G PLYWOOD STEEL COLUMN NAILING FOR (3) 2x12 BEAM HEADERS p 8 2x4 NON-TREATED BASEBOARD Lu 1 '- 1 1/2"xl" BLOCK &T#109 BASE TRIM .1 z Z .a. .:4 v v. v Y •.v., a •a .e:v . .• . d .Q1 FINISH GRADE II II t' v e <' DRAWN BY. POLHEMUS I I' 'ti. Ile' ' II•a I .�I. DATE.' 4/29/2022 I I ` :- ... — SEE FOOTING DETAIL I I I DOUBLE 36' 2090-S1 S.C.TRUSS " I I I CHECKED BY.• EM SHEET S9 I I (ABOVE) I i I DA TE: 5/3/2022 17-8 1/4" I I I REVISED DATE.' --- I I I 2x6 FACEBOARD REVISED DATE.' ---- EP SPAN & DECK SECTION E 3-2x12 HEADER REVISED DATE.' ---- SCALE: 3/4"= 1'-0" (NO. 1 SYP) I I I I 2x6 FULL HEIGHT LAMINATE REVISED DATE.' ---- OF N g'�P�a` �t U O TL,�,p� * r .c cf Lu �d Ox1 NAX, G? 3-2x6 LAMINATED COLUMN �raSM DECK HEADER COLUMN DETAIL # 1 SCALE: AS NOTED SCALE: 1 1/2" = l'-0" SHEET NO: OF.' S8 S10 9"x9"xl/4" BASE PLATE 3 1/2"x3 1/2"xl 1 GA. STEEL COLUMN OFFICE.' I r— CUTCHOGUE, NY GROUT (4) 1/2"x10"ANCHOR BOLTS SET JOB NO. 6" CONCRETE FLOOR 3 1/2"ABOVE THE TOP OF PAD 128-112694 12" IA ° . e ° ° a ° °.d G° ° a n MEMBER #1 ° a MEMBER #2 ° 4 " A ° ° ° a GRADE O MEMBER #3 Q:d °:n. .G° a iA L0 It' N : . : x;t::••:h'� 1 : Mrc : TOP OF PAD a NAIL PATTERN PLAN VIEW 2"'. o . ° e II ° ` .. II •° `� ;o I. -4. '- t . a. I P w jI' I I #4 REBAR 14" LONG AT CORNERS _ — TO SUPPORT PAD O Z STEP 1: _ a w (y) #4 REBAR @ 5 7/8"O.C. ATTACH MEMBER #1 TO MEMBER #2 WITH �/ e° a G° a: Z l Od R.S. GUN NAILS (-Eb 12"O.C. AT TOP /1` C AND BOTTOM OF BEAM. SET NAILS 2" REBAR SCHEDULE: NOTES: rt^� FROM TOP AND BOTTOM OF THE MEMBERS. 1.) #4 REBAR 5 7/8" O.C. BOTH DIRECTIONS. 24"SQ. -SET TOP OF PAD BELOW GRADE. V STEP 2: (4) ROWS 20" LONG EACH DIRECTION. -GROUT TO BE PLACED UNDER ATTACH MEMBER #3 WITH 20d GUN 12" 2.) REBAR TO BE HELD BACK2" FROM SIDES 9"x9"xl/4" BASE PLATE. GROUT Z Q� NAILS @ OF FOOTING.6"O.C. AT TOP AND BOTTOM MUST BE TIGHTLY PACKED. OF BEAM. SET NAILS 2" FROM TOP CONCRETE FOOTING - HOLD BOTTOM OF STEEL COLUMN LI i 1 TINDETAIL AND BOTTOM OF BEAM. 2"ABOVE TOP OF PAD. SCALE: 1 1/2"= V-0" z 24" 6, z O rill w ovee U z e 4 1/2"x10" :::.,... 1 1/4"x4 1/2"xl 5"STEEL PLATE z W ., WELDED TO STEEL SUPPORT COLUMN; ANCHOR BOLTS J m O ...."' .--..0 FASTENED TO HEADER BEAM CL V W/(3) 5/16"x3" LAGS • —'F Z 4" 0 4� 24" - - — wco (3) 2xl HEADER BEAM U so STEEL SUPPORT COLUMN • • — LLJ o U LOFT HEADER BEAM @ STEEL SUPPORT COLUMN 4" 4" PERIMETER OF CONCRETE PAD Z o PLAN DIMENSION I c f> Z LU 1 = cn STEEL SUPPORT COLUMN ANCHOR BOLT LOCATION DETAILce Lu SCALE:1 1/2"= l'-0" y 2x4 PURLINS @ 23"O.C. LjLj 8 (NO.2 SPF) 2x10 JOISTS @ 16"O.C. .1 (NO. 1 SYP) 2x4 PURLINS @ 23" O.C. Z OVERHANG FRAME (NO.2 SPF) DRAWN BY.' POLHEMUS DATE.' 4/29/2022 o CHECKED BY: EM o pDATE: 5/3/2022 2x10 BRIDGING (OFFSET BETWEEN REVISED DATE: --- JOIST LOCATED @ STANDARD COLUMN LOCATION) 2x4 FLAT BLOCK REVISED DATE: --- 2x4 FLAT BLOCK REVISED DATE.• ---- 2x4 RAFTER @ STANDARD TRUSS LOCATION EVISE'D DATE.' ---- FASTENED TO COLUMN W/ (4) 4"STRUCTURAL - SCREWS SADDLE BLOCK TRIMMED (2) 1/2"x 7 1/2" M. BOLTS & �. 3-2x6 LAMINATED COLUMN (4) 60d R.S. NAILS �Q.W 3-2x6 LAMINATED COLUMN ? �' tk t� W/ADD'L LAMINATE C) W SI D EWA L L SECTION F SIDEWALL SECTION G SCALE: I"= l'-0" SCALE: 1"= V-0" R��ESStON�` rSC�ALEAS NOTED SHEET NO: OF.• S9 S10 OFFICE: CUTCHOGUE, NY JOB NO. 128- 112694 (2) 1/2"x 7 1/2"M. BOLTS & (4) 60d R.S. NAILS • o a_ N o W m DOUBLE 36' 2090-S1 S.C.TRUSS O � Z Q/ w Z O ' n CL V z 4-2x6 STUB COLUMN (3) 2x12 HEADERS 2x12 RIM JOIST (NO.1 SYP) HEADER FASTENING SCHEDULE W HEADER STUB JAMB �JJ MEMBER COLUMN COLUMN z 3-2x6 LAMINATED EA. 2x12 10 8 2x12 JOISTS (NO.1 SYP) COLUMN (BEYOND) @ 16" O.C. Q/ :.. W _:: NOTES: 1. NUMBERS ABOVE ARE 4"STRUCTURAL ( SCREWS REQUIRED PER CONNECTION. �J Z '� - 'o 2. PRE-DRILL HEADERS AS REQUIRED W TO PREVENT SPLITTING. m O O 3. IF NUMBER OF SCREWS REQUIRED FOR BRIDGING HEADER TO JAMB COLUMN CONNECTION z (6) 4"STRUCTURAL SCREWS, IS EXCESSIVE TO CAUSE SPLITTING, ,( EACH SIDE 3/4"T&G PLYWOOD THE EXCESS SCREWS MAY BE INSTALLED _ 2x10/2x8 PLATED � 2 IN HEADER SUPPORT BLOCKING. HEADER (NO. 1 SYP) o e I II II II IIII IIII � ( 1 `O V Iv 13 I A I I A I UJ II11 II11 o e II II If 11 �Q 3-2x6 STUB COLUMN - ~ W/ ADD'L LAMINATE EACH SIDE OF HEADER (3) 2x12 HEADER BEAM (NO.1 SYP) (3) 2x12 HEADER o (2) 2x12 HEADERS HEADER FASTENING SCHEDULE (NO.1 SYP) Q� (NO.1 SYP) HEADER STUB JAMB O MEMBER COLUMN COLUMN z 00 2x6 BLOCK EA.2x12 8 8 y � 7 ��-0" 3-2x6 LAMINATED 01 1 1 9 GRADE TO BOTTOM COLUMN (BEYOND) NOTES: OF HEADERS 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS w SCREWS REQUIRED PER CONNECTION. o- 2. PRE-DRILL HEADERS AS REQUIRED Q vi TO PREVENT SPLITTING. 8 3. IF NUMBER OF SCREWS REQUIRED FOR Lu 1 HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS SCREWS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. Z DECK & HEADER SECTION H SCALE: 3/4"= 1'-0" BRIDGING DRAWN BY.• POLHEMUS DATE: 4/29/2022 CHECKED BY: EM DATE. 5/3/2022 REVISED DATE: ---- REVISED DATE: --- REVISED DATE: ---- 2x 12 RIM JOIST REVISED DATE.• ---- r E DECK JOIST LAYOUT yo" ray°,�� SCALE. 1/4"- V-0" 4 cc c� w 100 ss rS�CALEAS NOTED SHEET NO: OF: S10 S10