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HomeMy WebLinkAbout49512-Z Ir �o�ps�Ff°L'fcoGy Town of Southold 10/17/2023 P.O.Box 1179 o - 53095 Main Rd y oma+ Southold,New York 11971 140 pr CERTIFICATE OF OCCUPANCY No: 44650 Date: 10/17/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2570 Pine Tree Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-2-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/16/2023 pursuant to which Building Permit No. 49512 dated 7/25/2023 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: addition to existing single family dwelling as applied for. The certificate is issued to Debruin,Mary Ann&William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49512 10/10/2023 PLUMBERS CERTIFICATION DATED Aut ize ignature �SUFFoI�" TOWN OF SOUTHOLD BUILDING,DEPARTMENT y x TOWN CLERK'S OFFICE "oy • o��s SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THEVORK AUTHORIZED) Permit#: 49512 Date: 7/25/2023 Permission is hereby granted to: Debruin, Mary Ann 2570 Pine Tree Rd Cutchogue, NY 11935 To: Construct addition to existing single family dwelling as applied for. At premises located at: 2570 Pine Tree Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-2-13 Pursuant to application dated 6/16/2023 and approved by the Building Inspector. To expire on 1/23/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $278.00 CO-ADDITION TO DWELLING $50.00 Total: $328.00 Building Inspector \\pF SOUTyoI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q Jamesh _southoldtownny.gov Southold,NY 11971-0959 Q �'y�OUNT`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Debruin Address: 2570 Pine Tree Road city:Cutchogue st: New York zip: 11935 Building Permit#: 49512 Section: 104 Block: 2 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: G&S Electric Electrician: Bob Guarriello License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 9 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches 4 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: PORCH ADDITION Inspector Signature: Date: October 10, 2023 2570 pine tree rd pf SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ FO NDATION 1 ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ 0'--'FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �d6�n�5 4. u 4k�, tn. O/- �off.. � 2�I�— -� G$✓� n�.e DATE INSPECTOR OF SOUIyO� t� �j /Z -7 o TO r c # # TOWN OF SOUTHOLD BUILDING DEPT. 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: ' DATE INSPECTOR �Of SOUIyO tJ d 95 ?0 Rn f, fre v_ # # TOWN OF SOUTHOLD BUILDING DEPT. 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: 61-o vL4 Porc-k Pr4eJi ov-%, C)A Ck DATE O s s�� INSPECTOR OF SOUT # TOWN OF SOUTHOLD BUILDING DEPT. coumm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: A _ `` ' 61 DATE 0 INSPECTOR Permitu# 49512 4 2570 Pine Tree Rd, CutchuguE - ' _ - -- yl *A ' T •t T - . s _ Permit # 49512 A•.., 2570 Pine Tree Rd, Cutchogue a Of 7. 21 JL ti m v • r r , `�•� .. j M n 5: y A + wt - Permit # 49512 2570 Nine 'Tree Rd, Cutchogue ,�: a ��`�'► �" ,��� . .«3",,.,Q,.�, ,fin� ?'* i� �y - •� Y y, . "fP A e�'� .• �,N4ai! _ it�, �.My.,,�,,. •4�w •S +��?. •r'� r ��'�' ��' �:,, !.?'. � ;++ yet .'�' - h J •: ! 4R ';_ �"`,"\�..c r+_ �.,yrs w+ ./ .'k i` ..1 •rte � � I�• � i • .« 1.�` Permit # 49512 2570 Pine Tree Rd, Cutcnobue �iliL „t M .Y•r s" �6 3�` k 4 • a'1 Ni ji 2. 47 r t- 4. a y. �. � ,� �"�'�„Y•��v� .+ r" � ..,dry ,•�..��' �� }Nl �� . t lio NKI .• j. _�M ' i 4 I y'� l '1 .w 177�� �i� 1 � r v r Permit # 49512 2570 Pine Tree Rei, Cutehogue 4 t dIF ,�r i •.,,., }mow Y.. �J, �I•f # 4 .� AV -YA W • r V.�! r . MG, vowa S W l Permit # 49512 2570 Pine Tree Rd, Cutchogue low WOW —ri d �F Y n .F i .•.an... . •f r 1r Permit # 49512 2570 Pine Tree Rd, Cutchogue .■(f' 1 ro r'r:� �; -'v -moo Y 74 r , r- s s W _ 4 •...� _��'� {",.off' .r� .� t :�f• e f...I1 � $ '��• ��.. a '�:.. � _ .o. -1 y�,,'�R Tw '6 I 1 , All a.4• / Ir r .::�- r'y"�_f..��`,.t�+.� •,. �' '� t�,t. a �' .r +p�w'�;';^.. .,��5:��� 4� �„t�,..�r`s I }C'�++t�~'t1. -�a _.,1`.' fn. y :j h r .•� '���_,`, .• ..7. } Y �r'1�.. 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'+.r�1 .\ `1`t]uu1 �' • iJ 'Ra•,.�;�j. r },�r��/V S l.�'rI .r.� :{ }{���' � \ � } G �� � BLit^ e r 1 � a '� t /7,/ � ,N y�i� lr�.. rY 7"1 � �} •7+ Y 2570 Pine Tree Rd, \ ` 71 .. a x rwr� ryYY r e,y A . tii r �tv •��, � xi F Y� _ .ti i K f ! i • f f • hift ... a N.r ' � t.. , � ♦ v� .yL'. �tJ .�?.�C-���rf�c S � IFr,•: ._ �•t'1.;X _.s. �` ��. _� ,.fit, Z =� ,,� 't" ��� ;��M' t t ��'ft j��r,� � '_^;1� � 4 ♦�fir^:� ��,t*„ti �• �, �y f 1yJ L a ' . � � �y ?+• Y'v ti. e ,* tom. ,r' i'•?4♦Y, f. ' i 114 �1.1 I�����T- r - ' ��► ��ti�;y�� i 111` Permit # 49512 I Pine Tree Rd, Cutchogue > �. 1 _ epi�i 6 •.� •�`�'s <.. �- ":tit:- _. i •aa' 7j • •fir•+ � _��` ..K Permit # 49512 �! 2570 Pine 'free Rd, Cutchogue Ap- a A _ k�w r rrv ♦� g Permit # 49512 2570 Fine 'Free Rd, Cutchogue It a i Y oa .. t r .Y ,may _ y✓ l- - mit �r kA - ".,LVL r - .. :^1` '� ` ��r,j'. •.�,>_ ..�. � .+4 `. \ .. SZ 1F. ' sa.,..- ' mom... ,. •� r _-• N r wr •� w V ._ ` y `` 7. • 4 i' a r j Js`c' �• /,:� A�. .,fes S .�,., ago ,,• r. CC`r 4V r - r Permit # 49512 2570 Pine Tree ted, C;utchogue » J � _ J. t*7. ,,, 0 J FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) - -- ------ _-- - -- - -------------------------------------- FOUNDATION (2ND) - ROUGH FRAMING& - Q� PLUMBING -- � l 22 - - - - r INSULA'T'ION PER N. Y. --- - ------- --- "� STATE ENERGY CODE --- -------- �, -- � � - FINAL .-E'y� - ADDITIONAL COMMENTS as lig zs r�-e � ' /na O Z d y Mkro TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 'y Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I , '•, I - I PERMIT NO. Building Inspector: JUN 1 2023 Appl14tlgns and.fd6'bs:must`6e fined out In their entirety:tnc6rhple.te , applications.w�li not.be accepted. Where the Appllcantis.notIi owner;an Q,wner's Authorization form,(Page'2)'Shall becompleted. _.,. .. ��. Date: June 12th, 2023 '0lNER{S}Of PROPERTY: Name: Mary Ann Debruin FC-rM#1000-104-2-13 Project Address: 2570 Pine Tree Road,s Cutehogue Phone#: 631-734-7564Email:madebrui o tonline.net Mailing Address: 2570 Pine Tree Road, Cutchogue,"NY 11935 CONTACT P'ERS,ONc ; Name: Heidtmann & Sons, Inc. Mailing Address: P.O. Box 932 Cutchogue,,NY-11935 Phone#: 631-734-7484 Email: info@gfhbuild.com "iD,ES16N;PRQFESSIONAL'INFORMAtQN: Name: Richard M. Mato, AIA.. ."_....__ .. ___.. _. .. ..__ _....."._..._. . ._ _.. _ .__ ., .. ... .._..._.._ Mailing Address: P.O. Box 2284 A uebo ue NY 11931 Phone#: 631-523-5879 Email:rmatoarchitect@gmat!.com C&TRACTOR INFORMATION:" Name: Heidtmann & Sons, Inc. Mailing Address: P.O. Box 932, Cutchogue, NY 11935 Phone#: 631-734-7484 Email: info@gfhbuild.com„ DSCRIPTION'OF"PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair F-1 Demolition Estimated Cost of Project: ❑Other $90,000.00 Will the lot be re-graded? RYes El No Will excess fill be removed from premises? ®Yes ONO \ 1 y ° >PRQPI: lNF1JRMATIQN Existing use of property:Sin le famil home Intended use of property:Sin le family home 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. liCltt1X A'�GiMf t�eac(Itng: Tctor/design profdsslgriai is responsible for eit drainage and stavuater issues as bra vid�d k►� ;•chapter 236,of the lows Cade:APPU(ATIAIN IS HEREBY WIDE ta;k6°8u11din9 iiepartinent for the issuai'k6 of a Building p rrnit pursuant to the;Buiid14iµ ne 'biiinartce of the Town of Sguth fd Su6ilk,County,i evi Vc�k and°aiArer applicable Lavirs,grdinanr s ar lte iiiations,.fgr tlie;sonstructian of buildings, :>,<, ma+ddRigns;;0lteretians or for re�%e±cal Cr demglitign as herein descriGi;4: a applicant agree&to C omply with oft a�ipiitable taws,ordinances,`6iidirng code, ?housing code and regulations aril to admit authorized inspectors on prem►is and in buildings)for necessary inspections.Fati6tatements'ntaz eherein are H .. p,nishabEe as a lass A misdemeanor pursuant to Section Zit)AS of thn.Nw Ygrftate Penal Law. '; Application Submitted By(print name):Mary Ann Debruin ❑Authorized Agent igOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) being duly sworn,deposes and says that(s)he is the applicant (Name 8f indiv' ual signing contract)above named, (S)he is the Owner (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20_),D tary ublic LORETTA LAMB PROPERTY OWNER AUTHO RIZ/ATIO NNOtMY Public-Stated NOW YOrk (Where the applicant is not the owner) #011AS179883 } Qualified in Suffolk County Term EViree December 31.20 Sao I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector Gy. TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 0d Southold, New York 11971-0959 shy' __ Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr .southoldtownny.gov - sea ndCaD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: 6; S P,_—L,;—=C4 4C— Electrician's Name: "E�o CV,,42rLdz. License No.: <` Elec. email: S J A oil Elec. Phone No: -t& lG ®I request an emailcopy of Certificate of Compliance Elec. Address.: IrLo 30 a Ls -- 5-_.coU-r-t►o JOBSITE INFORMATION (All Information Required) Name: 13rw L pi Address: 0/YV C Rd C ZTGp Cross Street: S "rJIL Phone No.: Bldg.Permit#: 1-{, Q email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 6)po Circle All That Apply: 16%5g(zjr Is job ready for inspection?: YES ❑NO tKRough In E] Fina Do you need a Temp Certificate?: YES ® NO Issued On Temp Information: (All information required) Service Size❑1 PhF-13 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect OService Reconnect❑Underground QOverh ad # Underground.taterals F1 1 2 H Frame Pole Work,done on Service? Y N Additional'Information: PAYMENT DUCE-WITH APPLICATIO .C� �0 ��25 W . BUILDING DEPARTMENT- Electrical Inspector 4 G TOWN OF SOUTHOLD a. y: x Town Hall Annex - 54375 Main Road - PO Box 1179 o.. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerrCcDsoutholdtownny.gov - sea nd(cDsoutholdtownny.aov i APPLICATION FOR ELECTRICAL INSPECTION- ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 6; `g,- S 1=L,>---C-''rLt C— Electrician's Name: d C�,04n-tLi,tE 4—L_0 License No.: �'�� Elec. email: e::�; !& 16 q J 9- tq- pL , �,- Elec. Phone No: �5-t& lG ®I request an email copy of Certificate of Complian e Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: r�3 Address: 0_7 o... //V/ I F R4 C 'ice-P 1) CL) 3 Cross Street: ",-11L L - Phone No.: i Bldg.Permit#: Lt, q email: Tax Map District: 1000 Section: IOLA Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: c;?r->o Circle All That Apply: �hsP2� Is job ready for inspection?: YES ❑ NO MRough In ❑ Fina Do you need a Temp Certificate?: ❑ YES ® NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# F1 New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Ov hh are d r # Underground Laterals 1 R2 H Frame Pole Work done on Service? 7YN Additional Information: PAYMENT DUE WITH APPLICATIO . cli rt co to i Ts PERMIT b Address Switches V l Outlets GFI's r Surface Sconces H H's 1 UC Lts Fans Fridge HW Exhaust Oven WAD DW Min: Smokes arbon Micro Generator ombo Cooktop Transfer \C AH Hood Service Amps Have Usec -pec al: omments I_ 7 ® DATE(MM/DD/YYYY) ACIORo CERTIFICATE OF LIABILITY INSURANCE 06/13/2023 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: H 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 Christine Schuller NAME; PHONE 631 465 4000 FAX AssuredPartners Northeast,LLC. AIC No Ext): ) A/C. /c No): 100 Baylis Road E-MAIL SS: Chris.schuller@assuredpartners.com ADDRE Suite 300 INSURER(S)AFFORDING COVERAGE NAIC A Melville NY 11747 INSURER A: Mesa Underwriters Specialty Insurance Co. 36838 INSURED INSURER B: State Insurance Fund-NY Heidtmant 3 Sor 'ic. INSURER C: Standard Security Life Ins.Co. P.O.Box'32 INSURER D: INSURER E: Cutchogue NY 11935 INSURER F: COVERAGES CERTIFICATE NUMBER: '23-24"' REVISION NUMBER: THIS IS TO CERTIFYTHATTHE POLICIES OF]i NSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORTHE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIEMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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 I ADDLISUBIR POLICY TYPE OF INSURANCE POLICY NUMBER MM DD/YEYYY MMIDDY EXP LIMITS LTR IN D WVD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ Contractual Liability MED EXP(Any one person) $ 5,000 A MP0082001005780 02/26/2023 02/26/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY�JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED a cidontSINGLE LIMIT $ ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ [4 EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION X1 STATUTE I I ERH AND EMPLOYERS'LIABILITY YIN 100,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ B OF EXCLUDED? NIA 12206 943-9 05103/2023 05/03/2024 100,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ NYS Disability C 64522-00 01/0112023 01/01/2024 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Re:Mary Ann Debruin,2570 Pine Tree Road,Cutchogue,NY 11935. The following are included as additional insured if required by written contract subject to the terms and conditions of the stated policies: 1.Town of Southold,54375 Main Road,Southold,NY 11971. 2.Mary Ann Debruin,2570 Pine Tree Road,Cutchogue,NY 11935. General Liability coverage applies on,a primary&non-contributory basis with a Waiver of Subrogation in favor of additional insured's CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road AUTHORIZED REPRESENTATIVE n Southold NY 11971 /S ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD NYSIF New York state Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) 11 A A A^A 263528632 ASSUREDPARTNERS NORTHEAST LLC y� 100 BAYLIS RD STE 300 Q MELVILLE NY 11747 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER HEIDTMANN&SONS INC TOWN OF SOUTHOLD PO BOX 932 54375 MAIN ROAD CUTCHOGUE NY 11935 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12206943-9 271465 05/03/2023 TO 05/03/2024 6/13/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2206 943-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. GLENN F HEIDTMANN JR, PRES& JEFFREY W HEIDTMANN,VP OF HEIDTMANN&SONS INC (TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU OA NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:416496128 YORKe Compensation Workers! CERTIFICATE OF INSURANCE COVERAGE rar Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured HEIDTMANN AND SONS INC. 7675 COX LANE 6317347484 CUTCHOGUE, NY 11935 Work Location of Insured(only required if coverage is specifically limited to 1 c. Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 26-3528632 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold 54375 Main Road 3b. Policy Number of Entity Listed in Box is Southold, NY 11971 64522-00 3c. Policy Effective Period 1/1/2014 to 6/11/2024 4. Policy provides the following benefits: ❑X A. Both disability and Paid Family Leave benefits. ❑ B. Disability benefits only. C. Paid Family Leave benefits only. 5. Policy covers: 0 A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B. Only the following class or classes of employer's employees: 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 NYS disability and/or Paid Family Leave benefits insurance coverage as descr' d above. 7 Date Signed 6/13/2023 By c`/��//. (Signature of insurance carrier's a uthoriled representative or NYS licensed insurance agent of that insurance carrier) Telephone Number (212) 355-4141 NameandTitle SUPERVISOR-DBL/POLICY SERVICES IMPORTANT:lf Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 413,4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. D13.120.1 (12-21) 111111iiuiuiiiiiiiuiii�iiiiiiiiii'I�III1111111 ACO® CERTIFICATE OF LIABILITY INSURANCE DATEF (MNIIDDIYYYY) �� 06/13/2023 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(les)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 Christine Schuller NAME: AssuredPartners Northeast,LLC. PHONE (631)465-4000 FAX AIC No Ext: A/C No): 100 Baylis Road E-MAIL chris.schuller@assuredpartners.com ADDRESS: Suite 300 INSURER(S)AFFORDING COVERAGE NAIC# Melville NY 11747 INSURERA: Mesa Underwriters Specialty Insurance Co. 36838 INSURED INSURER B: State Insurance Fund-NY Heidtmanr g Sor. i,tc. INSURER C: Standard Security Life Ins.Co. P.O.BOX f'32 INSURER D: INSURER E: Cutchogue NY 11935 INSURER F. COVERAGES CERTIFICATE NUMBER: 23-24" REVISION NUMBER: THIS IS TO CERTIFYTHAT 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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 ADULSUBIt POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IND WVD POLICY NUMBER MM/DD/YYYY MM/DD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGETO S(RENTED 100,000 PREMISES Ea occurrence $ Contractual Liability 5,000 MED EXP(Any one person) $ A MP0082001005780 02/26/2023 02/26/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 � PRO- ❑ 2,000,000 POLICY JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X STA UTE EOR AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 100,000 B OFFICER/MEMBER EXCLUDED? NIA 12206 943-9 05/03/2023 05/03!2024 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ NYS Disability C 64522-00 01/01/2023 01!01/2024 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Re:Mary Ann Debruin,2570 Pine Tree Road,Cutchogue,NY 11935. The following are included as additional insured if required by written contract subject to the terms and conditions of the stated policies: 1.Town of Southold,54375 Main Road,Southold,NY 11971. 2.Mary Ann Debruin,2570 Pine Tree Road,Cutchogue,NY 11935. General Liability coverage applies on a primary&non-contributory basis with a Waiver of Subrogation in favor of additional insured's CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road AUTHORIZED REPRESENTATIVE Southold NY 11971 / ©1988-2015(ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSI F Now York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) D � NA A A A A 263528632 ASSUREDPARTNERS NORTHEAST LLC 100 BAYLIS RD STE 300 MELVILLE NY 11747 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER HEIDTMANN&SONS INC TOWN OF SOUTHOLD PO BOX 932 54375 MAIN ROAD CUTCHOGUE NY 11935 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12206943-9 271465 05/03/2023 TO 05/03/2024 6/13/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2206 943-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF,FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. GLENN F HEIDTMANN JR,PRES& JEFFREY W HEIDTMANN,VP OF HEIDTMANN&SONS INC (TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:416496128 4NOCon' " CERTIFICATE OF INSURANCE COVERAGE T Compei�:sai4n Soarpd NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured HEIDTMANN AND SONS INC. 7675 COX LANE 6317347484 CUTCHOGUE, NY 11935 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-up Policy) or Social Security Number 26-3528632 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold Y p Y 54375 Main Road 3b. Policy Number of Entity Listed in Box 1a Southold, NY 11971 64522-00 3c.Policy Effective Period 1/1/2014 to 6/11/2024 4. Policy provides the following benefits: Q A.Both disability and Paid Family Leave benefits. B. Disability benefits only. C. Paid Family Leave benefits only. 5. Policy covers: Q A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: 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 NYS disability and/or Paid Family Leave benefits insurance coverage as des cr d above. . Date Signed 6/13/2023 By (Signature of insurance carrier's authori d representative or NYS licensed insurance agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT:lf Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 48,4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 111 °°11°1°1°11°1°!11°�°°11111°111111 LOT 37 I- ----_ 0- 0 y 4r• _ ` i 98•'¢? -��®fie� , I ! �► `' 84, 1 LJ - � � •t � jam; � � I 60 or 9 w mAP of pQo Js,1 v j su)evEYE"D Fol l Iron Rba AT Guararrfeed ro The T/tle Gdardrrtea CUT �1`<�L3.� • d5 5Q.-voyced Aa4. ,?4 i9'a1. Note: Lot numbers Shown refer, to Towr,j Co v-rHoLo, N• Y. VAN 7"UYL SO ' �uffalk Caur�t� Clr�'s offices cis Scaler 30 l" Lice.�sed Land 5,Wvec airs . 1?l,ci�t ey0. /179. - --- GNeBnborf. - :._-SCTl # 1000-40 _2._. 3: F[ . I ., GENERAL CONSTRUCTION NOTES: GENERAL FRAMING NOTES= MISCELLANEOUS CONSTRUCTION NOTES: GENERAL INTERIOR * EXTERIOR STAIR NOTES, 1, ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, a. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE NEW YORK STATE, ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF 5/," FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR U2 (NORTH) WITH AN E- 1,600,000 P51 AND FB-875 PSI OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH 8311, R301.3, R301,A, R301,5 THE 2020 RESIDENTIAL CODE ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGS 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 3/," FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CL05E UNLESS NOTED OTHERWISE. AND SPECIFICATIONS WHE71aER OR NOT INDICATED. SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY, SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS IS 6'-8" AS PER R314.3, BUILDING DEPARTMENT NOTES: d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MAXIMUM RISE - 73/a" 2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND 3, ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0". GUST WIND SPEED REGION, SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS e. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/o NOSING) - 10" FOREST AND PAPER ASSOCIATION (AFtAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I,S.C. MINIMUM NOSING PROJECTION - 3/," MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - Q.11 CODE NOTES: SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - g/I6" 3. ALL CONTRACTORS SHALL 13E LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES: 4, ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST A. ALL PLUMBING, MECHANICAL_ AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH O THE PLUMBING CODE, MEGF-IANICAL CODE AND FUEL GAS CODES AND SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD THE SOIL OR CONCRETE, - GENERAL HANDRAIL AND GUARD NOTES: AND PAPER.ASSOCIATION (AF 8L PA) WOOD FRAME CONSTRUCTION REOUIREMENT5 HAVING JURISDICTION. ONLY A ICEN5ED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2, PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR ONE AND TWO - FAMILY DWELLINGS I, ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND 1 PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. v WHERE POSSIBLE. VERTICAL SURFACES. 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, GUARDS 5HALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR, ALL $, DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301,5 NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL DESIGN CRITERIA: HAVING JURISDICTION, ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLA514ING SHALL EXTEND UP VERTICALLY A MINIMUM OF A" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS w CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK, SPECIFICATIONS. LIVE LOAD 40 PSF: 2, PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING C7 6. PROVIDE SOLID BLOCKING OR IX3 CR055 BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSP: G 6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED A. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" BAYS AT MID SPAN OR A7 A MAXIMUM OF 8'-O" O.C. WHICH EVER 15 LE55. IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLE55 NOTED ROOF SNOW LOAD 25 PSF: U BEFORE THE START OF THE WORK, DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM, OTHERWISE. WIND LOAD 730 MPH7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND Z H 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.G. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. 5TAINLE55 STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. W SMOKE ALARM NOTES: WORK. SQUARE FOOTAGES: Q 0 o 8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL I. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS, 14 [� 8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY CONCENTRATED LOADS AS REQUIRED. GENERAL WALL HOARD NOTE5* p. ONE IN EACH SLEEPING ROOM. RELATE TO ALL MATERIAL'S, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, u I a Q HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I, PROVIDE 5/0" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE hhh��+�lll q, PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS ANDVICINITY OF THE BEDROOMS. NEW SITTING ROOM AREA 195 S.F. CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD 1514ALL C. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS 00 THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMEN75 AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. U 5 AND INDUSTRY STANDARD PRACTICE, ALL RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE GOATS OF SPACKLE. N 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE � MANUFACTURERS SPECIFICATION MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. 5 . ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL 00 ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE /3 GEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS 10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL, ZONING CLASSIFICATION. o OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS B. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ZONE - R-40 M PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE u It, THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, It. REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING, THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE SGNEDUL.E SHALL BE IN CONFORMITY WITH TABLE R602.3(I) OF 4, PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF t AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES. PROGRAMS IN CONNECTION WITH THE WORK AND AL50 NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. S. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD 3. ALL SMOKE ALARMS SHALL BE L15TED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN DRAWINGS AND SPECIFICATIONS. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH BASEMENTS.BASEMENTS. CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF,THE A. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS • • SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL. OCCUR OR WHEN ONE OR MORE 51-EEPING ROOMS ARE ADDED THE ENTIRE 13. ALL DECK JOISTS SHALL 3E ACO AT 16" O.C. AS PER PLAN, GENERAL GARAGE NOTES: DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. LIST OF DRAWINGS GENERAL EXCAVATION * SACK FILLING NOTES: 14, CATHEDRAL ROOF TYPICAL CONSTRUCTION ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC r ' PROVIDE ASPHALT ROOF SHINGLES WITH =50 FELT OVER 60 MIN, GRADE 'D' BUILDING 3 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A / HOUR FIRE RATED 1111 rTl 1, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS, ALL PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" D.C. WITH FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES W >-,EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION, UNDISTURBED VIRGIN 501E WITH STABLE MOISTURE CONTENT AND NON-SHIFTING /� 1 SHEET L it GENERAL NOTES Z WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSL',_ATION. O v THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15, TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION t HEATING NOTES: CAPACITY OF TWO TONS PER SQUARE FOOT, IT IS THE SOLE RESPONSIBILITY OF p, PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER SHEET A2 NEW ADDITION w ENERGY NOTES: THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/A" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN, I, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING W ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 16. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LE55 THAN B% OF THE FLOOR_AREA OF SUCH ROOMS. NATURAL 1, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF SHEET A3 CODE PAGE NEW YORK STATE LICENSED ENGINEER, THE CONTRACTOR SHALL NOT START VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN a. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. O WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING, SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORD'NG TO PLAN AT 16" O.G. WITH BATT INSULATION PER SHALL BE PROVIDED WITH READY ACCE55 OR SHALL OTHERWISE BE READY NEW YORK STATE. u PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE GOATS. RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2, ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND T SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS b. EXTERIOR WALLS- NO"T"CHING AND BORING, SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE I, NOTCHES IN EI�e:FR EDGE OF STUDS SHALL NOT BE LOCATED IN 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THF. BUILDING (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS THE FLOOR AREA BEING VENTILATED. FROM THE ARCHITECT. THE MIDDLE 1/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER 1/3 SHALL BE A% OF OF THE RES CHECK REPORT OF THESE DRAWINGS, 1.I OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH, Pr 2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS IS THE J 11. BORED HOLES STALL NOT EXCEED 40% OF THE STUD DEPTH AND REQUIRED HEIGHT, GENERAL GLAZING NOTES: SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8? TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS 3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE I, ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPN THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL _/�) WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES C- PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CRO55 SECTION TEST OF A5TM E Igg6 AND OF ASTM E 1886 AND R301,2,1,2 OF HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A �^ MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE THE 2020 RESIDENTIAL CODE OF NEW YORK STATE U14LE55 NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER, CONTRACTOR SHALL BE RE5PONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x4 STUDS AT 16" O.C. FOR ALL EXTERIOR WALLS UNLESS NOTED W OTHERWISE. BY EXCEPTION TO R301,2,1,2. A. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF A. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d. PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RE5CHECK" DOCUMENTS MEET APPROVED AS NOTED OCCUPAIV�Y �� MINIMUM OF 3'-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018 O e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING � _ 2 THE ALL GLAZING2020 SI HALL LE T T OFHE REQUIREMENTS NQUIR ME TSTOF R308 OF NEW YORK STATE ENERGY CODE. DATE 'a 3 B.P. �� xi 5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO, GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM (/y CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. USE IS UNLAWFUL FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON 51TE F. FOR DROPPED HEADEPS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END, .JAS C0 WITHOUT R " DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. FEE 6Y - UT CEI EITIFI.,/ i E, g, FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR J015T ON GENERAL EMERGENCY ESCAPE G RESCUE NOTES: NOTIFY BUILDING DEPARTMENTAT 1 GENERAL SWIMMING POOL, HOT TUB SPA BARRIER NOTES: 631-765-1802 8AMTO4PMFORTHE OF 00P NC'�� rT� iJ BOTH SIDES OF THE HEADER, EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL Ft U-0WING INSPECTIONS: GENERAL CONCRETE NOTES: h, LINTELS SHALL NOT E:E LE55 THAN: BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER 1. FOUNDATION-TWO REQUIRED I, THREE 2x10'5 FOR SPANS UP TO 7'-0" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED OR POURED CONCRETE II, THREE 2x12'S FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS I, LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE THE CODE REQUIRES. 2. POUGH-FRAMING&PLUMBING A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN, CONSULT WITH t, BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT W-8" ABOVE THE 2 THE LOCAL CONTRACTOR OR BUILDING INSPECTOR, SOIL DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE 3. I;,�ULATION �1 PRESSURE IS ASSUMED l"O BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT, ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO, 4, F'I'NAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. 00 4111PL f WITH ALL CODES OF, 2. CARRY ALL FOOTINGS TO A MINIMUM OF 36? BELOW GRADE ON TO A FIRM �, MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL p. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL CONSTRUCTION SHALL MEET THE NEW YORK STATE & TOWN CODE UNDISTURBED BEARING 501 L. SEE PLANS FOR FOOTING SIZES, NOT EXCEED THE FOLLOWING SPANS, b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LESS THAN 5,7 SQUARE FEET REQU REMENTSOFTHECODESOFNEW AS REQUIRED ARID CONDITIONS 3, THE FOUNDATION WALL SHALL BE POURED CONCRETE TWICKNE55 AS 1, (I)-2x6 (FLAT) FOR UP TO 7'-0" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LE55 THAN 24", YOLK STATE. NOT RESPONSIBLE FOR �M 'c�RED ARC NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS II,(2)-2x6 (FLAT) °OR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20" DESIGN ORCONSTRUCTONERRORS -....-S0LM7.OTO',,,t:r.1 SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE !� ) k. PROVIDE I" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3. PLANS WITH ::5 REBAR IN THE LOWER I/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR �....��OVIi' TO.'.".3Fl�" CEO," Q �\G rt q 0 S �� WALL GROSS SECTION, I, FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED, FASTEN OPENING SHALL BE 5.0 SQUARE FEET, MUMTO e..ITRITEE TO WALL WITH Y"O DIAMETER CARRIAGE BOLTS AT 12" O.C. STAGGERED. TECO ALL A. 'n DEC A. (2)-2x6 ACO SILL PLATE: OVER COPPER TERMITE SHIELD AND SILL SEAL. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL = �~ J015T TO LEDGER BOARD. HEIGHT IS BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE 5. 5/,"m DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM M. PROVIDE GIRDER PER PLAN ON 3%"m DIAMETER STEEL COLUMN ON POURED RETAIN STORM WATER RUNOFF s OTR 1 PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE T 4186 OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. PURSUANT TO CHAPTER 236 ON N 6. PROVIDE V CONTINUOUS RIGID INSULATION FROM GRADE DOWN TOt FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. THE TOWN CODE. All exterior lighting 7. DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON - installed, replaced or WATERPROOFING BY RUB-R-WALL OR EQUAL. repaired shall conform 8. FINISH SLAB SHALL BE ek MINIMUM OF A" THICK POURED CONCRETE ON to Chapter 172 UNDISTURBED SOIL OR A" THICK COMPACTED SAND TO q5% RELATIVE DENSITY, E w,.)�"""`v +��.� of the Town Code q, ALL CONCRETE FOOTINGE5, PIERS, FOUNDATION WALLS AND SLABS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28-DAY TEST. EXCEPT PORCHES, CARPORT SLA55 AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR 5LA55 SHALL HAVE MINIMUM ULTIMATE COMPRESSION STRENGTH OF 3,500 PSI AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL No. Date Title AIR CONTENT SHALL NOT BE LE55 THEN 5% AND NOT MORE THEN 7% OF THE REVISIONS: CONCRETE VOLUME. 10, ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING, Drawn By: RMM II, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI - 318 AND A5TM C1157 RECUIREMENTS. Date: 12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL S-26-23 CONFORMING TO THE LATEST ASTM A-615 GRADE 60. Drawing No.: 13, CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED WITHOUT APPROVAL AND DETAILS PROVIDEC BY THE CONTRACTORS NEW YORK STATE LICENSED ENGINEER, IA, ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) Ai HORIZONTAL. OF 3 SHEETS w Q FF KEY TO SYMBOLS: LEGEND: EXISTING FOUNDATION TO RE("IAIN EXISTING WALL PROPOSED WALL v . TYP. FDN I--IT . — DATUI"I O' -O" I C C C C C C WALL TO BE REMOVED Imo- EX. ROOF O.1-I. I U o I NOTE: I a SILL PLATE NOTEtX I PROVIDE (2)-2 X G U1 ACO PLATOVER SILL SEALEOVER I �+ �J TERMITE SI-IIELD BOLT EXIST ING TO FOUNDATION WALL `� W/ 5/8' DIAMETER 13ASEMENT #4 REBAR-IB" LONG. l7 EXISTING W I z GALVANIZED ANCWOR TOP 4 BOTTOM, DRILL Z DINNING ROOM BOLTS 2 01' O.G. INTO EX. FND, it & TWO BOLTS VERIFY ALL CONDITIONS Q AT EPDXy,SET MIN. OF G" I N h--�+ W C4 EAGW CORNER (TYP INTO FND. WALL (TYP,) —— EX. EX. fYa NOTE: CUT EX. FND FOR FOUNDATION WALL NOTE: I CRAWL SPACE I I I tC B" TWICK X V-01" WIGI-I "' I WALLE (MIN. I TO REMAIN I � ACCESS WATCW I ALIGN I 00 I I POURED CONCRET FLOORS EX. poop- FOUNDATION N 3,000 P.S.I.) ON 16" X all 2"x10" NAILER-SECURE 0000 l}1 POURED CONCRETE W/ % "mx3"LAG SCREWS I :'• I , � O c FOOTING W/(3) *:5C-> 16� O.G. I� U N KEBABS ON SOIL OR EXISTING COS12 -`2an OPAGTD ANDTO LIVING ROOM " I z M 015% RELATIV DENSITY Z I _ NEW Z #q REBAR-18" LONG. I I I A VERIFY ALL NEW to Q vry NOTE= TOP ff BOTTOM, DRILL CRAWL SPACE CONDITIONS SITTING ROOM �_ IIn V Uj�` 4 INTO EX. FND. 11: FOUNDATION EPDXy,SET MIN. OF G" - 2" P.C. SALB V4/&x& I I Q TP. Iq5 S.F. (V INTO FND. WALL ( Y ) I - INSULATION NOTES 'ofo W.W.M., OVER - _ x I %a W PROVIDE R-10 RIGID I VAPOR BARRIER I I INSULATED DRAINAGE I I I z EX. - REMOVE EX . WALL (� I I Z BOARD AROUND THE PERIMETER OF THE I I EX. - - - --- - - I--- - - I � FC--- I FOUNDATION FROM I V PI OTNG TO SILL I i 2"XIO" F.J. I II a I� W ..�. I 5� I� o I '' I I • � I I = 1 I I I I I I NOTE: :CON7 L :.BASEMENT SLAB NOTE: (3)-2 x 2 Wp I Z 4" POURED CONCRETE SLAB W/ G X G 10/10 L - - - - ---- - - - --- - - - - - -� WOVEN WIRE MESW OVER �LI ---- _ _ __ _ _ _ _ 4 G44 RIGID INSULATION ON LINE OF STEPS ABOVE �'I I NEW STEPS TO GRADE UNDISTURBED SOIL OR NEW ROOF O.N. COMPACTED SAND TO 01S% F RELATIVE DENSITY -PROVIDE y2" PREMOLDED 61-Aj_i.,u 13'-4" � Q EXPANSION JOINT �< NEW ADDITION 2'-10}21 3'-10" 3'-10" 2'-10" BETWEEN SLAB VERIFY O FOUNDATION WALL. V.I.F.) r r^ Q 6'-8" 13'-4211 Q NOTE: ,S EXISTING NEW ADDITION DOUBLE UP FLOOR JOISTS UNDER ALL WALLS TWAT ARE PARALLEL TO JOIST OR LESS. PARTIAL ]� J� PROVIDE GROSS OR SOLID 1— t1��I AL FOUNDATION N DAT I ON PLAN �A�T I AL I IST �OO� PLAN NOTE: BRIDGING @ B'-O" O.G. MAX. N �) SCALE: Y4"-I'-O" SCALE• Y4"-I'-0" VERIFY ALL EXISTING CONDITIONS AND CLEARANCES Q� PRIOR TO CONSTRUCTION. NOTIFY ARC]-IITECT OF DISCREPANCIES. ��++ NOT RESPONSIBLE FOR CI-IANGES MADE "Fr�-IOUT NOTIFICATION, r^ O W U V.I,F, 12 10 C_E_X I ST I NG V.I.F, ROOF BEYOND 12 1210 BLIND METAL EX. EX. / TYPICAL ROOF CONST. EX. FLA51�-LING (TYP.) / / r ' STANDING SEAM METAL ROOF BLIND METAL FLA51-LING / / (�i?& C/y/T _.- - - - ----- - - BLIND METAL _- - - -- - - -- - TYPICAL ROOF CONST. TYPICAL ROOF CONST. FLASW ING (TYP.) - 30# BLDG. FELT UNDERLAYMENT _ SELF-ADI "MOISTURE GUARD PLUS" „ „ _ / \ �� s/4" AC EXT. PLYWD. SNEATWING 2'x10 G.J. @ IG O.G. \ STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF � ...--• 12 EX. \ 2'x10' R.R. @ 16' O.G. 5_2 2� EXISTING \ I MATCW A3 FASCIA TO c Ex. EXISTING FASCIA TO MATGW EX. �, ,,.,'A•� :. \ FASCIA TO MATGW EX. t� F EX. III WEAD FLASHING (TYP.) WEAD FLASWING (TYP.) (3)-2"x12" CONTINUOUS. WDR. ' I I EXISTING G.J. (VERIFY) s 041B6'1 O• u 6 1 1 6 I REMOVE EX. WALL )- u O.W. 1'-O° 11-01 I I ti TYPICAL CT. WALL CONST. O'W' DI I NEW w II SITTING > EXISTING E E E E E EX. - l7 - SWINGLES TO MATCH EXISTING O 1 I I ROOM O KITCHEN 30# BLDG. FELT UNDERLAYMENT G44 G44 G44 G44 G44 5/B" EXT. PLYWD, SWEATWING = TYPICAL EXT. WALL CONST. TYPICAL EXT. WALL CONST. 2"x G" STUDS @ IG" O.G. J ( I s = VERIFY AL_L SI-(INGLES TO MATCW EXISTING SWINGLES TO MATGW EXISTING R-21 KRAFT FACED FIBERGLASS n I I /4' PLWD. 5BFLR. CONDITIONS = II 2"x BATT INSULATION 10" F.J. {- 5/B" 16" O.G. WATERPROOFING S-A I I @ ALIGN d ROUGW IST FLR. NEW STEPS TO GRADE NEW STEPS TO GRADE ROUGW IST FLR. A3 COMPACTED FILL - -- EXISTING F.J. (VERIFY) CRAWSPACE No. Date Title GRADE I NEW I GRADE GRADE I NEW I GRADE O L- � '..•� :o I Z 2" P.G. SALB W/Gx6 fo W.W,M,, EXISTING REVISIONS: CRAWL SPACE I I CRAWL SPACE I =I OVER VAPOR BARRIER BASEMENT -- - -rl--- - - - - -- -- - - - - ---- - - �, -- -- - - - - - --- - - - - ---- --- - -i 1- - TYPICAL FDN. CONST. __ Drawn By: - - -- — B"x2'-q" P.C. Fl--)N. WALL W/ (2)-1*5 RE-BARS T86 (2)-2"x G" TREATED SILL IE VERIFY ALL CONDITIONS Date: SILL SEALER B-26-23 TERMITE SWIELD 5/e"cP x 12" ANCWOR BOLTS Drawing No.: W/ 3"X3" BTL. WASWER @ 33" O.G. PARTIAL FRONT ELEVATION PARTIAL RIGHT ELE V AT I ON WATERPROOFING � SECTION 8'xi6" P.G. FOOTING W/ (3)tt5 RE-BARS SCALE: Y4"-I'—O" SCALE: You—I'—O" A2 SCALE: Y4"-I'-0'1 a Q OF 3 SHEETS RIDGE TENSION STRAP 16" O.G. BY SIMPSON STRONG T I E I IIA" X 15" 20 GAUGE WITH (A) &D COMMON NAILS EACH SIDE NAILING SCHEDULE FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL ISO MPH EXPOSURE 8 MINIMUM ROOF LIVE LOADS 0 c' ROOF RAFTER @ 16" O.G. WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS (IN POUNDS-FORCE PER EOUARE FOOT OF HORIZONTAL PROJECTION) INSTALL "SIMPSON FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION 0 STRONG TIE LSTA o TRIBUTARY LOADED TIES @ EA. END JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING AREA IN SQUARE FEET p o OF HDR. I FOR ANY STRUCTURAL O N RAFTER FRAMING MEI'-1BER ROOF SLOPE O TO 201 TO OVER D Rafter to Top Plate Toe-roiled 200 600 600 ROOF RIDGE HEADER AS NOTED H ( ) O N Wall height 8 ft, 3-bd?# ?$ per rafter Y Wall height 9 - 10 ft. 4-8d?# ?$ per rafter FLAT OR RISE LESS THAN A INCHES PER FOOT DOOR OR WINDOW Q Ceiling Joist to Top Plate (Toe-noiled) (I13) 20 16 16 AS NOTED Wall height 8 ft. 3-8d?tt ?$ per joist RISE 4 INGI-IES PER FOOT (1:3) TO LESS O Noll height 9 - 10 Ft. 4-8d?u ?$ per joist THAN 12 INCHES PER FOOT (1:1) 16 14 14 r-+ U Ceiling Joist to Parallel Rafter (Face-nailed) Roof 5pm (Ft.) M S , RIDGE STRAP - RISE 12 INCHES PER FOOT (I,1) AND + 12 20 28 36 GREATER 12 12 12 �� � W ~� 3:12 Roof Slope @ 16' o.c. 5-16d 8-I6d II-I6d 14-I6d 4112 Roof Slope @ 16" o,c. 4-16d 6-16d 8-I6d II-IW each lap Q 5:12 Roof Slope @ 16" o,c. 3-I6d 5-I6d 7-I6d q-16d each lop >. 7:12 Roof Slope @ 16' o.c. 3-16d 4-I6d 5-I6d 6-I6d MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 01:12 Roof Slope @ 16" o.c. 3-I6d 3-I6d 4-16d 5-I6d 12:12 Roof Slope @ 146" O.C. 3-I6d 3-I6d 3-I6d 4-16d (IN POUNDS PER SQUARE FOOT. F y ROOF RAFTER Ceiling Joist Lops over Partitions (Foce-nailed) Roof Spm (Ft.) W U 12 20 20 36 USE LIVE LOAD 3.12 Roof Slope @ 16' o.c. 5-I6d 8-I6d 11-I6d 14-I6d pa C) 4:12 Roof Slope @ 16' o,c. 4-I6d 6-I6d 8-I6d II-IW each lop EXTERIOR BALCONIES 60 Q TYPICAL DETAIL 5:12 Roof Slope @ I6' ac, 3-I6d 5-I6d 7-I6d q-16d each lop DECKS 40 a 7:12 Roof Slope @ I6' o,c. 3-I6d 4-16d 5-IW (9-16d EXTERIOR HEADERS 01:12 Roof Slope @ 16" ox. 3-IW 3-I6d 4-I6d 5-I6d ATTICS WITHOUT STORAGE 10 12:12 Roof Slope @ 16" ox. 346d 3-I6d 3-I6d 4-16d ATTICS WITH STORAGE 20 _ 00a N.T.S. V TOP PLATE ROOMS OTHER THAN SLEEPING ROOMS AO N Collor Tie to RoFter (Face-nailed) 6-8d per tie N Blocking to RoFter (Toe-noiled) 2-5d each end SLEEPING ROOMS 3OO I?00 Rim Board to RoFter (End-noiled) 2-I6d each end r" U /�/ rn WALL FRAMING f""1 Q W) I� 17r ^ Top Plate to Top Plate (Face-roiled) 2-I6d?f per {oat M Top Plates at Intersections (Face-nailed) 4-I6d joints - each side ;D TABLE R301,2(I) • , Stud to Stud (Face-nailed) 2-I6d 24" o.c. CLIMACTIC AND GEOGRAPI-IIC DESIGN CRITERIA Mender to Neoder (Face-roiled) Ibd 16" o.c, along edges WIND DESIGN SUBJECT TO DAMAGE FROM 'o. SIMPSON STRONG TIE MT512 I 1/4" X I6 GAUGE STRAP W/ GROUND SEISMIC (A) Bd COMMON NAILS ((5) Sd Top or Bottom Plate to Stud (End-noiled) 2-I6d per 2x4 stud SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROSTLINE LOAD (MPH) EFFECTS REGION DEB15 ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY COMMON NAILS IN GARAGE) INTO 3-I6d per 2x6 stud THE ROOF RAFTER 4 (A) 5d 4-I6d per 2x8 stud 25 PSF Ir3nOPu NO NO I B SEVERE 3'-O" MODERATE SLIGHT TO COMMON NAILS ((5) Sd COMMON NAILS IN GARAGE) INTO THE WALL STUD, %"0 x 12" L. x 3'-0" O.G. ANCHOR Bottom Plate or Floor joist, Bandjo;st, TO AVY MODERATE BOLTS W/ 3"x3" SO. STL WASHER, Endjoist or Blocking (Fore-noiled) 2-16d ?! ?@ per foot (1'-0" FROM CORNERS) AS PER TABLE A FLOOR FRAMING Joist to Sill, Top Plate or Girder (Toe-noiled) A-8d per joist S2 I"1T:=5I2 DETAIL Bridging to Joist (Toe-nailed) 2-8d each end Blocking to Joist (Toe-nailed) 2-8d each end N,T,S. INSTALL "SII`1P5ON STRONG-TIE" Blocking to Sill or Top Plate (Toe-noiled) 3-I6d each block GLAZING PROTECTION FROM WIND-BORNE DEBRIS �..� H-2.5 CLIPS @ 16" O.G. W/5-15d NAILS Ledger Strip to Beam (Face nailed) 3-I6d each joist Joist on Ledger to Beam (Toe-noiled) 3-8d per joist Bond Joist to Joist (End-noiled) 3-16d per joist NOTE, PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF /n Bond Joist to Sill or Top PLote (Tce-noiled) 2-16d?! per foot lib" AND A MAXIMUM SPAN OF 8'-0" FOR EVERY WINDOW. PANELS v J SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LABELED, WITH �T ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE �•i� 1 SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. _II Structural Panels ad 6" EDGE/ 6' FIELD - ` INSTALL "SIMPSON STRONG-TIE" Diagonal Board Sheathing W a MSTA36 STRAPS @ 16" O.C. I"xb" or 1'X8" 2-8d each end FASTENER TYPE FASTENER SPACING ° SECURE WITI-I 26- IOd NAILS 1"x10" or wider 3-8d each block PANEL 5PAN PANEL SPAN PANEL .SPAN O °°oa 2%?" �6 WD. SCREWS 12" Gypsum Wallboard CEILING SHEATHING 1�1 I6" 9" 5d coolers 7" edge / 10'' Field as WALL SHEATHING 2r?" 21e WD. 5CREW5 T �\ Q Structural Panels 8d see Simplified Walt r-1 1•o Sheathing Pressure Nailing Fiberboard Panels Zones this page.) 7/16" 86 3" edge / 6" Field 25/32" 8d 3" edge / 6" Field —FASTENERS AS° • N SC EDULE ABOVE NOTED Qy "o. Gypsum Wallboard 5d cooler 7" edge / 10" field Hardboard 8d tsee Simplified Wall Particleboard Panels 8d Sheathing ee thisuiling page)a •:° WINDOW PLYWOOD A9 NCrrED Diagonal Board Sheathing GLASS 2"X4'• BRACE N LARGER SPANS Z y I"x6" or 1'x8" 2-8d per support �^ Qo I"x10" or wider 3-8d per support �+ , ,a w FLOOR SHEATHING J IJ- WINDOW Structural Panels SILLQL ?� 1--� U V fI" or less ad 6" edge / 12" field.0 greter . O /I�J h•••� 0. rs_s� WALL-TO-FND. CONNECTIONS Diagonal Board aSheathingl' IOd 6" edge / 6" Field Q ° /� •� N,T,S. I"x6" or 1"x8" 2-8d per support oa f-�J I"x10" or wider 3-8d per support PLYWOOD STORM PANEL.0`_1< �•J "SHUTTER" DETAIL ° 7! Nailing requirrnents are based an wall sheathing nailed 6" on-center at the panel edge. IF wall sheathin ^ , ° is nailed 3" on-center of the panel edge to obtain higher shear capacities, nailing requirments for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to U Omaintain the load path. � When wall sheathing i ? s continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. S� r-IS-rA�� DETAIL N.T.S. NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER ASSOCIATION (AF t PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS, Igg5 SBC HIGH WIND EDITION,SECTION 2. ��RED ARCh,�T �S� pDM.�j �cc 5Ir-1RL_IFIED WALL Sl4EAT"ING INSTALL "SIMPSON STRONG-TIE" PRESSURE � NAILING ZONES G O ,� N-6 TIES @ 16" O.G. 1,4/8-8d NAILS 1-16 •`'I � >'� H6 ;' INSTALL "SIMPSON STRONG-TIE" 1LTPA ANGHORS @ I6' O.G. 41 12- 8d EXISTING NAILS ROOF Sr�TEOFN�yo� I O EXISTING ROOF o %"0 x 12" L. x 3'-0" O.G. ANCHOR © I C01"IPONEN7 AND CLADDING PRESSURE ZONES O (D BOLTS W/ 2"x2" SO. STL WASHER. I © NUI"IBERS INDIA-FEE NAILING ZONES - -- — BP (1'-0" FROM CORNERS) LTPA AS PER TABLE 3.2A 4: 3.28 F. L7P4 ROOF SHEATHING NAILING SCHEDULE j. Yi Oi EXISTING IG ROOF R ZONE I ZONE 2 ZONE 3 ZONE A WALL SHEATHING NAILING SCHEDULE O I O FIELD 8" O.G. 12" 0.C. 3" O.C. 4" O.G. I No.11 Date Title IX' REVISIONS: ZONE S ZONE 6 EDGE q„ ()C. 6" O.G. 3" O.C. 3" O.G. O FIELD ALL 312" EXT. PLYWOOD WALL SHEATHING TO BE SECURED O I O I O Drawn By: A" O.G. e" O.C. WITH 8d COMMON NAILS- 2Y2" x 10%" GA, - PATTERN AS re->4_,� FL"-R . -TO- FND. CONNECTIONS INDICATED ABOVE, RI 11 I EDGE 3" O.C. 4" 0.C, Date: / FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS ROOF PLAN 5-26-23 ALL 12" EXT, PLYWOOD WALL SHEATHING TO BE SECURED REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL WITH 6d COMMON NAILS- 2" x II/2" GA, - PATTERN AS INDICATED ABOVE. CODE OF NEW YORK STATE. Drawing No.: NOTE: PROVIDE CONTINUOUS LOAD PATH FRO" RIC'GE TO FOUNDATION. A3 c� V. Q OF 3 SHEETS