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Home My WebLink About37734-ZNo: 37376 Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 235 Azalea Rd, Mattituck, Date: 1/13/2015 1/12/2015 SCTM #: 473889 Sec/Block/Lot: 115.-6-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/27/2012 pursuant to which Building Permit No. 37734 dated 1/7/2013 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: alterations and additions, including roof mounted solar panels The certificate is issued to Frohnhoefer III, Joseph & Frohnhoefer, Erin (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 1/9/2015 37734 8/8/2013 C hogue East Plumbing Aut t' ed S' atu>t xrss:xa TOWN OF SOUTHOLD BUILDING DEPARTMENT Y TOWN CLERK'S OFFICE '4 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 #: 37734 Date: 1/7/2013 Permission is hereby granted to: Frohnhoefer III, Joseph & Frohnhoefer, Erin 235 Azalea Rd Mattituck, NY 11952 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 235 Azalea Rd, Mattituck SCTM # 473889 Sec/Block/Lot # 115.-6-12 Pursuant to application dated 12/27/2012 and approved by the Building Inspector. To expire on 7/9/2014. Fees: CO - ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $760.00 Building Inspector $810.00 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I . Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. /Z New Construction: Old or Pre-existing Building: (check one) Location of Property: 235 4zlit A jZU, M1TTITc, � Y 1f95Z House No. Street Hamlet,_ Owner or Owners of Property: Suffolk County Tax Map No 1000, Section //Je Block 06 Lot % Z. Subdivision 2Filed Map. Lot: Permit No. ✓ Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ �D U pplicant S' nature �' Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 0 w : BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. richertO-town.southold. nv. us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Joe Frohnhoefer Address: 235 Azalea Rd City: Mattituck St: NY Zip: 11952 Building Permit #: 37734 Section: 115 Block: 6 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Dawn Electric Corp License No: 391 -me SITE DETAILS Office Use Only Residential x Indoor x Basement Commerical Outdoor x 1st Floor New Renovation 2nd Floor Addition Survey Attic INVENTORY Service Only Pool Hot Tub Garage Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches Ld Twist Lock Exit Fixtures TVSS Other Equipment: 10.2 KW photovoltaic system to include 41 panels and 2 -PVI 4.2 inverters Notes: Inspector Signature:02aZ-1Date: Aug 8 2013 Electrical_Certificate(1).xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / 9)/5 Telephone (631) 765-1802 Fax(631)765-9502 Building Permit No. 37/ j Owner:---) �e �D2vL I(O ��(� ide- (Please print) Plumber: ��Gl� 6 15if?c'i r\ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me thisr� `' day of Gt�L�L�I. ' , 20 O Iq 1 Notary Public,�Sl,q County CONNIE D. BUNCH Notary Public, Stab d New Yak No. 01BUQ1t3M OuaWled In 8ulhaMt County CanmWw Expkes Aped 14.2. b 3773 . h� �a'pf SOUr�,o� @��OUNt'1 TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 //-ANSPECTION [ FOUNDATION IST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION I ] FRAMING/ STRAPPING [ l FINAL [ ]FIREPLACE & CHIMNEY [ ]FARE SAFETY INSPECTION I 1 FIRE REsisrun Consrnuc'noN C 1 FIRE nEsisrNrt PENETRATION I 1 ELECTRICAL (ROUGH) I l ELECTRICAL (FINAL) REMARKS: ro e✓ �J 47 (-1;::;- DATE � INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] "NDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ J FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) �B REMARKS: DATE �� ° � �3 INSPECTOR 2!�� 7 TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUIIDATION iST [ ]ROUGH PLBG. [ ]F NDAT ]INSULATION [FRAIM G/STRAPPING ]FINAL FIREPLACE [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CON81RlIC'f10N [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ELECTRICAIy(FI _NAL) REMARKS: DATE � 3 INSPECTO qtr SOUlyo� TOWN OF SOUTNOLD BUILDING DEPT. 7651802 INSPECTION [ ]FOUNDATION 7ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE A CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT COtlS7R11Ci10N [ l FIRE RESIS'TAlR PEIIE7R1►i10N ELECTRICAL (ROUGH) C ]ELECTRICAL (FINAL) R MARKS: DATE 7 7� �o��pF SOUry�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N [ VI FOU ATION 7ST [7 -ROUGH PLBG. [ ] UNDATION 2ND [ ]INSULATION ] FRAMING/ STRAPPING [ ]FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) REMARKS: (FINAL) DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI [ ]FOUNDATION 1ST[;7NSULLATION OII PLBG. FOUNDATION 2ND [ [ FRAMING/ STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTAlIT CONSTRUCTION [ ] FIRE RESISTAlR PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: C� 167 DATE � INSPECTOR - `7 i ho��QF souryo6 N 6"TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) &�-ELECTRICAL (FINAL) REMARKS: 1 DATE f INSPECTOR � �� 3113`f:L �O��pf SOUIy� N OF SOUTHOLD BUILDING -1-� 765.1802 PECTI FOUNDATION 1 ST [XROUGPLBG. FOUNDATION2ND [TION FRAMING / STRAPPING [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE l INSPECTOR 3 7 so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: ROUGH PLUMBING I ULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) [ I CAULKING /1", A DATE INSPECTOR faf s 0 co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [7F NDATION I ST I UNDATION 2ND OUI FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION MIERRAMWIM. ROUGH PLUMBING INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING DATE- 1111'�dle'SdL'7 ANSPECTOR / / r 0 3,7 12 OF SOUry�lo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE V10 "TION r OI r�/ n r 1 A) [ ] ROUGH P MBING [ ] IN ATION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE / 2' L � INSPECTOR OF SOUry� o l � o cOUNT'1, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ) FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ [ ] CODE VIOLATIONOWMAnWOw [ ]R ] 11� FI NG ] FIRE SAFEYYTNSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKING DATE INSPECTOR Graham Associates 1981 Union Blvd. Bay Shore, N.Y. 11706 Building Consultants & Expeditors (631) 665-9619 Fax (631) 969-0215 August 08, 2013 Building Department Town of Southold Town Hall Southold, New York 11971 Re: Frohnhoefer Residence; Permit No: 37734, 10.25kW Rooftop Solar Photovoltaic System. 235 Azalea Road, Mattituck, New York 11952; Tax map # Dist. 1000/ Sect. 115 Block 6 / Lot 12 To Whom It May Concern, Please be advised that I have inspected the solar roof array installation at the above-mentioned premises and have determined that it has been performed in accordance with the manufacturer's recommendations and the approved building permit. If you have any further questions, do not hesitate to call. Sincerely, f v+ `•;%.. 'fes r } E TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. 23-j:: f4 Examined Approved Disapproved a/c 1 .20/3 Expiration , 20 Ll _ 2 7 2M L7 -j BLDG- DEPT. TOV%N U Q!!TH01,D BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application_ Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: j jhone: 6 3/- �79- S 1 Zt f Building Inspector CATION FOR BUILDING PERMIT Date Z 2 2012_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing co , and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ignature .>/ if a corporation) 235 A2Aeiq JZL) , MAT%iT�C k,.✓% 1I 95Z (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder :.✓,-,IE Name of owner of premises S E P N �jzoy�-�o£Fc,Z -r �n,�/ 6Z 1-1—H,,,er �,2 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. 9C Z -E Other Trade's License No. Location of land on which proposed work will be done: 23s /,izActA fro 44ATri%Cjc 1 .tii House Number Street County Tax Map No. 1000 Section l s Block ilgS G Lot / z- 2 4 5 6 7 Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy IZE S Iyc--c E b. Intended use and occupancy l` ZS I V 6--cE Nature of work (check which applicable): New Building Addition C Alteration, Repair Removal Demolition Other Work (Description) Estimated CostZo /p Fee (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars N/4 If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA i Dimensions of existing structures, if any: Front -71, Z Rear 71, Heights Number of Stories / 2� Depth 36 i Dimensions of same structure with alterations or additions: Front -71,1- Rear -75, Z Depth 36 Height Number of Stories / I� 8. Dimensions of entire new construction: Front /, Z Rear �S• Z 31 ep r' Height L� Number of Stories / 9. Size of lot: Front /C2(-) ' Rear /Gv Depth 22S111- 10. ZSf 10. Date of Purchase A PIZ f C ?O iO Name of Former Owner R I C iiAtzZ D 1 v I Z 11. Zone or use district in which premises are situated (Z 6 s t 7- iAC 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO\7C 13. Will lot be re -graded? YES NO ,X Will excess fill be removed from premises? YES X NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor &6' hit/L Address Phone Nok-� Z 6 -5830 0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE, A COPY. LIANNE D. CUNNINGHAM Notary Public, State of Now YoAc Registration #01CU62311Q� Commission Expires November 16, 9014 STATE OF NEW YORK) SS: COUNTY OF&-' ) Qualified In Suffolk County p 1r` �'Ybh'n�OZ��Q,r being duly sworn, deposes and says that (s)he is the applicant (Name of in ividual signing contract) above named, (S)He is the (� l�° � (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 ►�•- N arm blic � r✓ Si ature o pplicant VTown of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) AP UCANT NAME,,, Owner -Agent - Consultant -Contractor or Other (Circle one) Property OWNER (If Different than Applicant) -i -Ins 2 2 — viw'% Address: 235 AZALiA 120 !r+ fi -- K .-Y 095 c Address: Telephones: Fax #: /' - 5 124 Telephone f Fax 0:" E-MaS ! . SC,)Tot.,V �l E - Mail: Prop" Address: 23 S F1Lgl�/�1 ZV .t�,[� I7 t:k .ti Y Brief Description of Consuhtction Activity, Proposed Structural BMPs, Soil Stabah=tion BMPs% Project Scope and/or Sequence of Constntction Activity s.CT.M.# -app Lis— t�1 � � Il 52 CG; 8eraoe Block Lot q IProvkie Additional Pages 88 NeeUeo} t F, 1 �" T` Iza 11)i5_7A _ __ ___._ _� V �~ ~ _----_ -.____ Name of Contractor andfor Contact Person Responsible for Implementation of SWPPP:/ 58^E A.5 ave q C ._R4Q�tPC��-fir•'% -" �LSf _' .v2_,.i.7.� _ct-F_Qvfl'2tl'O L- _ _ _ _ _ �1/ E�" ]_� Z _yy- L � t C� _ w L ---------- /Z__ Address: Telephone$: Fax#:_``X.I.ZA�iC.= E - Maif: Name Name of Persons Responsible for Installation 8 Maintenance of Erosion Control Practice: S. ME v - _ _____.f�t__L___________________6 ...___ C.AC (�FF I_la ddreas: s _ L�%¢C f% tom.• lE L 7 •�1 C_t ^ tE Telephone # Faxof E -Mail: S /Zt.0 lUE< -_Z__---�=---------------________1___1____1_1--- Total Area of AMe V 7 t S Total Area of Land Clearing r„r ProjectPerceb: O G� andlorGround Disturbance: C•0 S_____________________________.-_-___-_---_--- (a.F.fAcr t} (S,F. l A—) ~.__.----------------------- __1.1__11__.._ ProjdDuration: Start End (Anticcipated) U Date: Z / /3 Dale: (Nmeertt Caiender0eyst -_._ _ _ _......_.....�._.__._......._.,........ ... _. �. .. 1111 ___. .. ... _1111. _: ,.. ... _... ........,-._.___. _.____-. Will this Project Disturbe five (5) or More Acres at Q Any One Time During the Proposed Development? Yes No ---- ------•--~-----__.__...__._.,..__..------------- ....._.__,..._._----------- _._.__",.-___---W__---_- If YES: Please Answer UwFollowingl a. Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections ? Yes No b_ Does the SWPPP Indicate How Frequently the Site Q = List the NAMES or description of all Potentially Impacted Watarbodies andfor Wetlands: Inspections will Occur and for What Period of Time ? Yes No /l/L) -I c. Does the SWPPP Adequately Identify All Temporary = U and/or Permanent Soil Stabalizatlon Measures ? Yes No d. Does the SWPPP Adequately Identify a Complete __.._......-----_....._.. ___..1...1, 11. .._ Project Phasing Plan ? Yes No e. Does the SWPPP Indicate Additional Site Specific [__1 = status of Impacted Waterbody: (eg. TMDL, 303(d) Listed, Impaired_) Practices Mat Will be Utilized to Protect Water Quality ? Yes No f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Form for Review Q Q Type of Impacted Waterbody: leg. Lake, Creek, Say, Pond, sound, Freshwater Wedmid...) by the Town of Southold ? Yes No �✓ STATE. OF NF.W YORK, COUNTY OF ....�,.?�.Ulk.-�.1Y .......... SS `` That I, ....-t l.(J_- . VX. hili) Qt,. C� �......... being drily sworn, deposes and says that lie/she is the applicant for Permit, �(F�r�e-of indivi�ai Document) signing And that he/she is the ............... 4!`3.x{.. .. ...................... .......... I ......... ................... (Owner, Contractor, Agent, Corporate Officer, etc.) Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have perfornhed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; .............. 1111... day of _....... �_...._..-_1...... , 2012L -' Notary Public: ............1111 ............. ...................... ... ........ ... .... 1111 .... .... .,,.era; -.-r' ..... ... 1111. (Signature 1) UWPPP Assessment FORM: 03-12 rj�lxz9noi_o# 1neogow)AinloolNinsSaitiidl xp�aiu)io1gisn uoigJlsiEad MeN;oalga;'ailcind XION HJNNln, '4 7NINtil-1 QF spry <o Town Ha Annex 54375 Main Road P.O. Box 1179 Soutfiold, NY 11971-0959 Telephone (631) 765-1802 rocecrich ertt`uimottd ny us BUILDIlVG DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR. ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) i *Name:tk"-EiZ ''Address: 27 fl Z_q L J4 )"Z D �y.f1 Ti/ T�-c lc N % /! �S Z — *Cross Street: �— *Phone No.: Permit No.: Tax -Map District 3/ - Ll 7S -S l Z 1000 Section: 'BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO *Do you need a Temp Certificate: YES / NO Block: („ Lot: / Z Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 *New Service: Re -connect Underground Number of Meters Additional Information: PAYMENT DUE /�l1�u171oN %Ann Ron9h In � Final 300 350 Other d Change of Service Overhead rH APPLICATION 1 I 82 -Request for Inspection Form �� Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, N'1( 11971-0959 Telephone (631) 765.1802 roger.richerte'x, sout95%.nVms BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��,,n ��-,�� Date: Company Name: �rw �1gG.s—(,o wLa Name: \(Z -.A License No.: E Address: po %<AL Ol 15�,� MirThCr? , N V. 1 171a. Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: SoE -'R6o 6" *Address: 135 A.z A,e A *Cross Street: 0%,so\ p� *Phone No.: �, 3k . 1 G5 - 3 6 L� Permit No.: 0��1+�� ,\rs� ►�rJePa aa�r�ll �� 3 Tax Map District: 1000 Section: lis Block:— Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) ��TiaS't►�� J�Qy*�S=yi to��,1 (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: (:��/ NO Rough. In YES / e Fina Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION X31 .82=Request for Inspection Form ��'�} Graham Associates 1981 Union Blvd. Bay Shore, N.Y. 11706 Building Consultants & Expeditors (631) 665-9619 Fax (631) 969-0115 February 8, 2012 Town of Southold Building Department 53095 Rt 25 Hempstead, NY 11971 Re: 1000-115-6-12 Frohnhoefer Residence 235 Azalea Rd. Mattituck, New York 10.25 KW Rooftop Solar Photovoltaic System To Whom It May Concern, Please be advised that I have analyzed the existing roof structure at the above-mentioned premises and have determined that it is adequate to support the additional load of the solar panels and a 110 mph wind load without overstress, in accordance with the requirements of the Residential Code of the State of New York 2010 and ASCE7-05. If you have any further questions, do not hesitate to call. ARCH�T� Zq TE of NG%` K Dunn, RA f FEB 2 0 2013 III D� t BI DG DEPT, MILAN OF SMINIOI D Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 January 6, 2015 Joseph Frohnhoefer III 235 Azalea Rd Mattituck NY 11952 OF SO!/ryo� 0 �0• �S y�DUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 37734 — Addition/Alterations Telephone (631) 765-1802 Fax(631)765-9502 k G "� :�`Y'. •�,•F �,F W as �3ik�i►, �'� v.. Ty ,•%". r �~f"� qi,.. -3 - t .. r i v c « a + �r��si I .ter Ya • .� 1 R Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. I. The head of a state or municipal department, board, commission or office authorized or required bylaw 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 th is chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal depintment; 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. Definition of Demolition (Box "3e." on the reverse side of this form) A building wrecking or demolition is one where a building, chimney or steeple is razed, or where a floor, exterior wall or roof is removed. If the contract involves only the removal of interior walls, partitions or the facing only of any exterior wall, it is not considered demolition. Out -of -State Companies Working in NYS -- NYS Workers' Compensation and Disability Benefits Requirements for Permits, Licenses or Contracts issued by NYS Government Entities Generally, employers must have a workers' compensation policy or a combination of policies that cover each state in which they employ permanent employees to cover on-the-job accidents and disabilities. As you are probably aware, certain insurance carriers write policies that cover multiple states. "hiders" found under sections 3A and 3C on the Information Page of the policy specify the states of coverage. In addition, the operations covered in each state are identified in attachments to the policy. In addition to any other state's workers' compensation coverages, an out-of-state employer needs to be specifically covered for NYS workers' compensation insurance when there are "sufficient contacts" between that employer and the state. While there is no single determinative factor, any of the following criteria could be the basis for finding "sufficient contacts" requiring New York coverage: • a physical location within New York State; $50,000 in payroll during a calendar year in New York State; • one or more employees (including subcontractors) with a primary work location or hired within New York State; or • employees (including subcontractors) working in New York State for more than 90 days during a calendar year. If an out-of-state employer meets any of the above criteria, it is required to carry a New York State workers' compensation policy. When New York is listed in Itigm 3A on the Idormation Page of an employer's workers' compensation insurance policy, the employer is fully covered under the NYS Workers' Compensation Law. If insured through a private insurance carrier, the out-of-state employer must file a C-105.2 -- Certificate of workers' Compensation Insurance (the business' insurance carrier will send this form to the government entity upon request) PLEASENOTE' The New York State Insurance Fund provides its own version of this form, the U-26.3. If the out-of-state employer is legally, fully self-insured in New York State, the out-of-state employer must file a SI42 -- Certificate of Workers' Compensation Self -Insurance (the business calls the Board's Self -Insurance Office at 518-402-0247). If the out-of-state employer is participating in group self-insurance, the out-of-state employer must file a GSI -105.2 -- Certificate of Participation in Worker's Compensation Group Self -Insurance (the business' Group Self -Insurance Administrator will send this form to the government entity upon request). If an out-of-state employer does not meet any of the above criteria and has New York (NY) listed in Item 3C o n the Information Page of its workers' compensation insurance policy (the Other States Insurance section), NYS specific coverage is not required and the employer may be able to use its own state's workers' compensation coverage by filing a WC/DB-101 form. [The out-of-state employer's employees will be covered under NY benefits when working in New York by having NY listed in item 3C on the Information Page of the workers' compensation insurance policy (the Other States Insurance seation).j C-105.2 (12-03) Reverse STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 7.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a. tAgal Name and Address of Insured (Use street address only) 1b. Business Telephone Number of insured HARVEST POWER LLC 631-704.4131 1c. NYS Unemployment Insurance Employer Registration 57A SAXON AVENUE Number of Insured BAY SHORE, NY 11706 0828169 1d. Federal Employer identification Number of Insured or Social Security Number 204214746 2. Name and Address of the Entity requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity being listed as the Certificate Holder) The First Rehabilitation Ufa Insurance Town of Southold Company of America 3b. Policy Number of Entity listed in box "1a": Building Department DBL348571 Town Hall 3e. Policy effective period: Southold, NY 11971 10/07/2011 to 10/06/2013 4. Policy covers: a. Q All of the employer's employees eligible under the New York Disabil ity Benefits Lew b. I_..I Only the following class or classes of the 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 natnad Insured has NYS Disability Benefits insurance coverage as described above. 7/24/2012 WX, 4YG Date Signed By . (Signature of insurance carrier's sullwil:ed representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:lf box "4a" is checked, and this form is signed by the insurance carrier's atltihoriaed representative or NYS Licensed Insurance Agent of that carrier, this Cerificata is COMPLETE. Mall It directly to the cwti8aite holder. If box "4b" is checked, this certificate is NOT COMPLETE for the purposes of Section 220, Subd. 89f the Disability Bertefhs t-aw. It must be mailed for contpletien to the Worker's compensation Board, dB Plans Acceptance Unit, 20 Park Street, Albany, NY 12207, PART 2. To be completed by NYS Worker's Compensation Board (Only if box "4b" of Part 7 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation hoard, the above-named employer hes complied with the NYS Disability Benefits Law with respect to all of hiv'her employees. Dace Signed ay (Signature of NYS Worker's Compensation Board Employee) Taiephone Number Title Please Notat, Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form D8420.1. Insurance brokers are NOT authorized to issue this form. DB -120.1 (5-06) Additional Instructions for Form DB -120.1 By signing this form, the insurance carrier Identified In Box "3' on this form Is certifying that It is Insuring the business referenced in Box "1a" for disability benefits under the New York State Disability Benefits Law, The insurance carrier or its licensed agent will send this Certificate of Insurarim to the entity listed as the certificate holder in Box "2". This certificate is valid flr,the�rlier of one year after this form isapproved by the insurance carrier or Its licensed agent, or the policy expiration date listed in Box "3e". Please Note: Upon the cancellation of the disability benefits 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 NYS Disability Benefits Coverage or other authorized proof that the business Is complying with the mandatory coverage requirements of the New York State Disability Benefits Lew. DISABILITY BENEFITS LAW Section 220. Subd. 8 (a) The head of state or municipsl 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 employment as defined in this article, 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 the payment of disability benefits for all employees has been secured as provided by this article. 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 disability benefits to any such employee if so employed. (b) The head of 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 employment as defined in this article, and 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 the payment of disability benefits for all employees has been secured as provided by this article. DB -120.1 (5-06) Reverse ' 1 DATE (MM/DDIYYYYI ACORV CERTIFICATE OF LIABILITY INSURANCE F7/24/2012 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 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). TACT PRODUCER E ARM -Capacity of New York, LLC PHONE - FAX NoMA51240- 90 Broad Street, Suite 1503 E-MAIL New York NY 10004 ADDRESS: IN" R A: INSURED 2478 INSURER 0: Harvest Power LLC INSURER C : 57A Saxon Avenue INSURER 0: Bayshore NY 11706 �+nveoer_cc I MOTICICATF NLIMRRR- AA•lA104049 REVISION NUMBER! THIS IS TO CERnrY THAT THE POLICIES OF INSURANCE LIS 8 WV EEN ISSUED TO THEU O NAMED ABOVE FOR THE POLICY PPR10D 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, LTIR INSR TYPE OF INSURANCHD IN R VWD POLICY NUMBER POLICY EFF POLICY EXP LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 7 OCCUR Y Y 1-0000003D499K /16/2012 16/5013 EACH OCCURRENCE 81,000,000 7100,000 MED EXP (Any one n) SEXCluded PERSONAL A ADV INJURY 71,000,000 GENERAL AGGREGATE $21000,0DO GEN'L AGGREGATE LIMIT APPUES PER: PO ICv X PRO LOC jgeT PRODUCTS - COMP/OP AGO 72,000,000 a A AUTOMOBILE LIABILITY ANYAUTO ALLOSVNED SAi1TOSULEO X HIREDAUTOS X AUTOS Y Y EIA000048369K 411512012 1512013 ;d041 $1,000,000 BODILY INJURY(Perlmtwn) $ BODILY INJURY (Per aoatlent) $ (PxaRidenOAMAGE S i UMBRELLA UAB "COSS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE 7 AGGREGATE S DED T TION 7 S A MRKERS COMPENSATION AND EMPLOYERS' UABILITY Y / N ANY OFFICERIMEIMBER EXCLUEDED9 RIEXECUTlV6 ❑ (Mandatory 1n NH) H yyees, deseribe under DHSCRIPTION OF OPERATIONS below N / A 00000099284M 11512D12 /15/2013 X S TU• H- E.L EACH ACCIDENT $1,000.000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE -POLICY LIMIT 1 71,000,000 PESCRiPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORO 161, Additional Remarks Schedule, It mom space Is required) The certificate holder is hereby included as Additional Insured wb regards to work being performed for them by the insured, subject to the policy terms and conditions. CFRTIFICATF wni nFR CANGBta I ATIeW 0 1988.2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES QE CANCELLED BEFORE TME EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of SOUthoid ACCORDANCE WITH THE POLICY PROVISIONS. Building Department Town Hall AUTNORIZED REPRESENTATIVE Southold NY 11971 0 1988.2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a. Legal Name and address of insured (Use street address only) 1 b. Business Telephone Number of insured 631-704-4131 Hervest Power LLC 57A Saxon Avenue Bayshore, NY 11706 1 c. NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured (Only required if coverage is specifically I d. Federal Employer Identification Number of Insured or limited to certain locations in New York State, i. e. a Wrap -Up Policy) Social Security Number 204214746 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage (Entity Being Listed as the Certificate Holder) Harleysville Ins Co 3b. Policy Number of entity listed in box "1 a": Town of Southold WC00000099284M Building Department Town Hall 3c. Policy effective period: Southold, NY 11971 04/1512012 to 04/15/2013 3d. The Proprietor, Partners or Executive Officers are; X included. (Only check box of all pamrcrdatf'iccrs included) CI 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 "Ia7 for workers' compensation under the New York State Workers' Compensation Lave. (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". The Insurance Carrier will also notify the above certificate holder within 10 days ,IFa policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this CeriJi'cate is valid for a nwxx mam of rine year after this form is approved by the insurance carrier or its licensed agent Please Note: Upon the 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: _ Margarita Kaminski — ARM—Capacity of NY LLC_ (Print ae rcprcwnt rtivc or licensed agent of insurance carrier) Approved by: 07/24/2012_ (Si (Date) Title: Account Executive Telephone Number of authorized representative or licensed agent of insurance carrier: 646459-2470 .Please Note.- Only insurance carriers and their licensed agents are authorized to issue the C-105.2 form. Insurance brokers are NOT awhorized to issue if. C-105.2 (09-07) 0.8'E. s SURVEY OF LOT 9 & P/0 LOT 10 MAP OF SUBDIVISION FOR MATTITUCK ESTATES, INC FILE No. 4453 FILED SEPTEMBER 8, 1965 SITUATE w ��o MATTITUCK TOWN OF SOUTHOLD o �N SUFFOLK COUNTY, NEW YORK y S.C. TAX No. 1000-115-06-12 - SCALE 1 "=30' Z NOVEMBER 8, 2012 ti AREA = 34,679 sq. ft. 0.796 ac. l \ o�O <<, V�O o Q� T °Q '9 < o- �S 0, QO <01 �! a .0 Q' Otx GryFt O' 3� o O d e PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ° BY THE LIALS AND APPROVED AND ADOPTED UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. Ir .Y.S. Lic. No. 50467 1 —238 REScheck Software Version 4.4.4 Compliance Certificate Project Title: Frohnhoefer Additio Energy Code: Location: Construction Type: Project Type: Conditioned Floor Area: Heating Degree Days: Climate Zone: Permit Date: Construction Site: 235 Azalea Road Mattituck, NY 11952 2010 New York Eneo Suffolk County, New Single Family Addition 0 ft2 5750 4 ork V "�OFNEtti%\ Pic \. DEER OR * 0� w 0 7,20 E, I OtJP )wner/Agent: Designer/Contractor: Joseph Frohnhoefer Craig Arm 235 Azalea Road D.A.K. Associates LLC. Mattituck, NY 11952 Westhampton Beach, NY 11978 631-478-5124 631-767-6071 �Compliapce: Passes using UA trade-off Compliance: 20.0% Better Than Code Maximum UA: 165 Your UA: 132 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 430 30.0 0.0 15 Ceiling 2: Cathedral Ceiling 230 30.0 0.0 7 Skylight 1: Metal Frame with Thermal Break:Double Pane with Low -E 14 0.330 5 SHGC: 0.00 Wall 1: Wood Frame, 16" o.c. 796 19.0 0.0 39 Window 1: Metal Frame with Thermal Break:Double Pane with Low -E 109 0.280 31 SHGC: 0.00 Door 1: Glass 41 0.300 12 SHGC: 0.00 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 694 30.0 0.0 23 Compliance Statement: The proposed building design describ d h is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has een signed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with them dato requirements listed in the REScheck Inspection Checklist. Name - Title Signa Date Project Title: Frohnhoefer Addition Report 12/18/12 Data filename: C:\My Documents\REScheck\Myers\Joseph Frohnhoefer.rck Page 1 of 1 THESE SHEETS ARE FO1R___M_ATTED IN ACCORDANCE WITH THE LONG ISLAND UNIFIED SOLAR PERMIT INITIATIVE JOE FROHNI 10EFER RESIDENCE 10.25 KW ROOFTOP PHOTOVOLTIC SYSTEM 41 CANADIAN SOLAR CS6P�25oM 25oWATT M ODULES 235 AZALEA ROAD MATTITUCK, NY 11952 TAX MAP. NO. DISTRICT loon SECT 115 BLOCK 6 LOT 12BY I r James A. Mm -x, Jr. P.E. North Winds Center High Mountain Road Ringwood, NJ 07456 E-mail: jamlight('ta bellatlantio net June 15, 2011 Unirac, Inc. � 1411 Broadway Blvd. NE Albuquerque, NM 87102 ToBuilding Department or Others- RF,: tcrs:RE: Engincer''s Notice of Evaluation for UniRac SolarMounfmt Universal PV Module Mounting System ' Dear Sir. I have reviewed Unirac SolarMountrm "Code -Compliant Installation Manual 227", comyright February 2003 and certify that the information and results are accurate. To determine the design level forces, the appropriate wind speed shall be determined as prescribed by local jurisdiction requirements and applied in accordance to the New York State Residential Code -2010 or New York State Building Code -2010. These building r codes require that wind loading be determined based upon ASCE 7-05 and Unirac's Msanual 227 utili2es ASCE 7-05 that matches Method I for which Unirac Table 2 is based upon, that which is dependent upon conditions of spatial form, height and other structure parameters that are specified in the rode provisions for determining the applied wimd loading pressures imposed onto the Unirac SolarMountTu rails supporting solar panel s. The SolarMountThr railing and anchorage rrquirements for the installation are properly represented in the Installation Manual 227. Fat• other conditions, the determination of wind pressures should be determined by the aforementioned New York State Building Code and ASCE 7 procedures. The design verification is based on: L ASCE7-02J05 —ASCE Standard II. "Steel Construction Manual," 13th Ed, American Institute of Steel Construction Chicago,o. 14 2005.. II?"Aluminum Design Manual", Tha Alumirtum Association, Wash ingfon D.C., 2005. IV. Mechanical Properties and Static Load Testing of Unirac extruded tails and related components obtained from Dr, Walter Crerstle, PE, Department of Civil Eng neeft University of New Mexico, Albuquerque, NM Use. Unirac SolarMountTM as evaluated for use in locations where wind Mssure re rui rem crus do not exceed 50psf oe$now loud conditions do not exceed 45 psf eround knowoads, For loading in excess of either of the above stated conditions, Unir+e, Inc. should be contacted for suitability ofinstaliation. By this letter, I certify that the Unirac Solarl%lountlm assembly, when installed in accordance with the Installatiosi Manual 227,W11 meet the requirements of the building Codes adopted by.NcwYork State. Others should evaluate the structure to which the Unime SolarMountTm system is to be connected on a case-by-case basis, per Part I Installer`s Responsibilities of the Installation Manual, to ensure its adequacy to accept attachments and to support all applied loadings per the building code. Please call me if you have any questions or concerns. Sincerely,40 0 01 rlriu Ety 1- '111 ' 'James A. Marx, Jr. PEProfessional Engineer ri ' �: '; iu 10 High Mountain Road m� o Ringwood, N7 07456 ��- �o. 56A6� {90$-557-8080} �RQfiESst��4 Professional Engineer License 56467 ee: James Madrid, Unirae, Inc. I Rail Certification � I 0 A t Al: TITLEPAGE INVERTERS, PANEL LAYOUT Az: MODULES , A3: RACKING, MOUNTING, BUILDING SECTION NDEX W CD Q z z 0 H L.L c U ry W W CL Q V Z H Q J H nQ X �!~ 0 z Cn = Z C13:1Wco O�z>a P4 M N a w O w > Q .O v♦ W Q F_ ui WV W U � W ¢ v a V— � a � I /- D ARCyi K. pG��TFp� s 0��'`� —Eru?�� D FEB 2 0 2013 BLDG. DEPT. TOWN Or SOUVOLD N M d' CO r Z N J w 1� H Q oJ0 a z { H = .,a � U �W� U H r U Fr-�1 O O RE J X �!~ 0 z Cn = Z C13:1Wco O�z>a P4 M N a w O w > Q .O v♦ W Q F_ ui WV W U � W ¢ v a V— � a � I /- D ARCyi K. pG��TFp� s 0��'`� —Eru?�� D FEB 2 0 2013 BLDG. DEPT. TOWN Or SOUVOLD CD CLJ (DMH�0;aaG" SOLARA40UNTTM (Potent Pending) 5SoLA)TA40uNTs are the }easiest, fastest, and safest virii�r 4 to install a PV array an the wroof of virtu61y.any building. Universal -Any 64 Watt or larger, framed PV module Bi -Directional Mounting - Mount your modules in sold in North America can be mounted using landscape (hor17ontal) mode, as .shown above, or In SolartAount. (See PV Module Compatibility Ust on the portrait (vertical) mode. If you have limited roof back page.) space, you can even use both orientations in a single Installation. Roof Top Assembly -- Because of its "top down" clamps, SolarMounts are Iideal for use with the new Meets Building Code Requirements - Whether the '`plug 'n play" PV modules. An entire array can be roof is pitched or flat, and regardless of the roofing fully assembled and wired) where they'll be installed — material, SolarMount will securely attach your PV array on the roof. This eliminates the awkward hazard of to your roof in compliance with U.S Building Codes. lifting partially assembled arrays to the roof, and then (See'rBuilding Code Compliance" on the back page.) mounting and adjusting them on their footings. Quick and Easy Installation -Continuous, dual slotted (See Inside for detcff1s) )I- SolarMount rails provide the ultimate In adjustability, info more re -drilling Boles, or repositioning footings. RACKING SHEET 1 1 5+takrflTl�(ati�7t IS d "�Xt74i�lat i f irattattra /fg sWe'm deslrtd hir easy, safe and fot an -I he-roo'kisfWatbn OrWmedtiks. }R?t'cS tii�er}tr �ur}LYJi'ISOt}�� Prir-t4iie t}}�]t'!Y afrarfrLvu trot 9fowid to Me rxf. 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SITE PLAN W 2 X 6 2 16" 0 Main Roof Left Side View 4.9 12 may 2 gray 3 SECTION VIEW SCALE: 11811= 1' Stashing Existing Roo•F Raf to F">< 5" 1" GRK Fasteners 16 x 4 RSS (Rugged Structural Screw) General Notes: 1. Rails to be installed two per panel as shown in detail. 2. All penetrations to be made @ 48" oc. 3. Bolts to be installed into rafters. 4. Minimum 2" penetration into wood for code compliance. 5. Flash and seal as per manufacturer. 6. Use only GRK Fasteners 5/16" x 4" Bolts for code compliant installation. I MOUNTING DETAIL 2 X 6 2 16" 0C J 4.9 12 T1 Rear Reverse Roof Rear View Standard PV Module z 0 H nH/ _ l.L U " W W CL Q l� Z Q J_ D M W ry 04 'd t0 rW � N w ^W H � J o a N in LLJ O U LO t o O Z w� ops OUJ d -- Z CO 3: �i z W C/)O C Q CA N w■ w �Q O =Q Z 0 v♦ W Q F— to L0 W U � W LQ O" p � 0— 0 - ED ARP - DAR _L ST ry .029$'Ct Q� A3 30F3 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION % r �T / -�/"' , ; General Notes: 1. GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND REGULATIONS OF "®E3 0 N T R A C T 0 R T E 'S Wood: ALL OTHER AGENCIES HAVING JURISDICTION. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2' FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A B. LOCKED AREA. rt,D ,, A • K ASSOCIATES 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION residential E, commercial design •engineering .consulting GENERAL NOTES: 4. Pre -manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE -PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY, VENTILATED SPACE. ELECTRICAL 506 Main Sheet phone: j631j767-6011 5. Erect and brace trusses in accordance to truss plate institute recommendations. THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. ?�� r-'R� a � Pte?"=1� Westhampton Beach,NewYOrk 11978 fox (631)466-3354 2. BEFORE COMMENCING WORK, �A ty'�R�'T�O�� ''' BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. E -Mail: CAm18888�aol.Com AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHAMPTON, NEW YORK, AGENCIES a. All plywood shall be in accordance with the American PI wood Association APA s ecifications. Deerkosld,Arm & Kehl ,associates,LLC • formerly East End Design Associates, LLC p y Y (APA) P CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ,a...,�•.w.=• - .,•.•� SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. APPROVED AS NOTED ` a. Framing Lumber: DF north No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR DATE: � �-� B.P. #r 3 3V -z - CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR g (north) REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY E = 1,600,000 PSI Fv = 95 PSI C. HEAVY DROP CLOTHS. FEE:-.'VBY: OR DURING THE EXECUTION OF THE WORK. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE NOTIFY BUILDING DEPARTMENT AT 6. THE CONTRACTOR SHALL LAY OUT HIS. OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: ACCUMULATION. 765-1802 8 AM TO 4 PM FOR THE PLUMBING, ELECTRICALS, ETC. 9. Design values: FOLLOWING INSPECTIONS: a. Laminated Veneer Lumber (LVL): 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE -FOR AND OBTAIN THROUGH E = 1,900,000 PSI 4. NOISE AFTER HOURS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE THE DEPARTMENT OF BUILDINGS ALL (REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 285 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 2. ROUGH - FRAMING & PLUMBING Fb = 2600 PSI 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN B. EXCEPT LEGAL HOLIDAYS. 3. INSULATION 4. FINAL -CONSTRUCTION MUST THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. BE COMPLETE FOR C.O. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING "THE CONSTRUCTION OF THIS ALL CONSTRUCTION SHALL MEET THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB, BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. REQUIREMENTS OF THE CODES OF NEW INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH YORK STATE. NOT RESPONSIBLE FOR 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INCONVENIENCES TO THE OTHER NEIGHHBORS, THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM &KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN DESIGN OR CONSTRUCTION ERRORS. 11. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE OCCUPANCY OR ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE USE IS UNLAWFUL REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICE AND MEET ALL CONCERNED REGULATIONS OF RESOLUTION. THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WITHOUT CERTIFICATE 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED) BY OTHERS. ALSO, THE CLIENT CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE OF OCCUPANCY AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. RETAIN STORM WATER RUNOFF ARCHITECTU,RAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. PURSUANT TO CHAPTER 236 RESOLUTION. 7 PROVIDE SINGLE AD MULTIPLE -STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS OF THE TOWN CODE. SINGLE AND MULTIPLE -STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. ' PLUMBING CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: ALL PLUMBING WASTE n► r rnencn n�nr�crn�trn�r DESIGN CRITERIA VERIFY ALL DIMENSIONS AND SIZING ON FRAMING DIAGRAEES SUPPLY TITLE & LOCATION: 3" THROUGH ROOF- SUPPLY SYSTEM CANNOT PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ROOF ALL FRAMING SHALL BE FASTENED AND TIED DOWN IN ; EXCEED 2/10 OF 1 % LEAD. (in pounds �p!Carsquare foot) ACCORDANCE WITH LOCAL & STATE CODES r, * , I • t - USES(s) AND OCCUPANCY CLASSIFICATION (S) USE OCCUPANCY RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT GROUND SNOW LOAD WIND I SEISMIC DESIGN CATEGORYWEATHERING SUBJECT TO DAMAGE FROM WINTER DESIGN, , TEMP. '; ICE SHIELD UNDERLAY- MENT REQUIRED FLOOD HAZARDS WIND EXPOSURE CATEGORY 3 STORY ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE Trc-Uivracn ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS ALL PLUMBING TO BE IN ACCORDANCE WITH THE PLUMBING CODE OF NEW YORK STATE. vcn i rrivn+rvrr & WATER LINES NEED ON LEAD CONTENT BEFORE TESTING BEFORE COVERING ALL FRAMING LUMBER TO BE DOUG FIR 41 OR BETTER:' F�1050; E=1.5x10 r.r RTIFICATE OF OCCUPANCY SPEED m h FROST LINE DEPTH TERMITE DECAY ATTICS WITH STORAGE (b,e) THE BUILDING CODE OF 10 ALL DIMENSIONS ARE FRAMING TO FRAMING ��_ 45 lbs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 200 (c) 10 ROOF 30 10 NA FIRST FLOOR CEILING JOIST w/ 5/8" PLYWOOD SUBFLOOR (@ ATTIC AREAS) MATTITU C K NEW YORK POOL HOUSE CABANA 2 .. 2 " 2 " 2 '' 3" 6" BATT INSULATION R-21 @ CEILING JOISTS NA ALL HEIGHT DIMENSIONS ARE SUB. FL. TO FRAMING DESIGN CRITERIA VERIFY ALL DIMENSIONS AND SIZING ON FRAMING DIAGRAEES SUPPLY TITLE & LOCATION: 3" THROUGH ROOF- SUPPLY SYSTEM CANNOT PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ROOF ALL FRAMING SHALL BE FASTENED AND TIED DOWN IN ; EXCEED 2/10 OF 1 % LEAD. (in pounds �p!Carsquare foot) ACCORDANCE WITH LOCAL & STATE CODES r, * , I • t - USES(s) AND OCCUPANCY CLASSIFICATION (S) USE OCCUPANCY RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT, BUILDING. EXTERIOR BALCONIES THE VERTICAL DISTANCE 10 FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT 3 STORY OF THE HIGHEST ROOF AS PER TABLE 503 SURFACE = 22'-5" 10 AS PER SECTION 562 OF ATTICS WITH STORAGE (b,e) THE BUILDING CODE OF 10 NEW YORK STATE. 40 TOTAL HEIGHT FROM RIDGE TO GRADE 24'-10" USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) I ' " 40 10 PASSENGER VEHICLE GARAGES (a) , 50 (a) 10 ATTICS WITHOUT STORAGE (b,e) 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 (c) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF 30 10 ALL GLAZING TO BE LOW E; INSULATED; AND IMPACT RESISTANT 4 " F.A. VENT 6" SEE WINDOW SCHEDULE FOR R.O. (VERIFY ALL R.O. W/ WINDOW ORDER) a) ELEVATED GARAGE FLOORS SHALL{ BE CAPABLE OF SUPPORTING A 2,000- •4 C.OMASTER BATHROOM ABOVE GRADE POUND LOAD APPLIED OVER A 20 -SQUARE -INCH AREA. WINDOWS NOTABLE TO MEET HURRICANE WIND LOADS AND SPECIFICATIONS C.O. / . b) NO STORAGE WITH ROOF SLOPE NOT'OVER 3 UNITS IN 12 UNITS. C. 0. SHALL HAVE WINDBORNE DEBRIS PROTECTION: 4 PROVIDE 5/8" PLYWOOD SHEETS, CUT TO SIZE, LABELED &NUMBERED FOR EACH 3" GENERAL NOTES I LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY 4' TO S C D H S WINDOW FRAME, w/PREDRILLED SCREW HOLES (� PRESCRIBED SPACING FOR EACH SHEET. DISTRIBUTED LIVE LOAD OR A 300 -POUND CONCENTRATED LOAD ACTING 4" Cl APPROVED THESE SHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL NAILING SHALL COMPLY WITH LOCAL & STATE CODE ; `f CCA NC PINE #2 AND BETTER Y CEDAR SHINGLE HIP & RIDGE CAPS FIRST FLOOR 694 sq. ft. 18" PERFECTIONS RED CEDAR SHINGLES @ 5 Y2 " MAXIMUM EXPOSURE PROPOSED ADDITION "CEDAR BREATHER" FIBERGLASS MESH SPACING FABRIC NA THIRD FLOOR SNOW AND ICE" MEMBRANE @ VALLEYS, SOFFITS & EVES (TYF�.) BALCONY 3 .. 30# FELT BUILDING PAPER ON 3/4" CDX PLYWOOD SHEATHING GLUED & FASTENED TO THE NA ATTIC (HOUSE)(a) VALLEY FLASH w/ LEAD COATED COPPER PAN WHEN OPEN OR CLOSED & WEAVED (TBD) ATTIC (HOUSE)(b) 2" .,_ . 13/4x9 LVL 2 x 10 RAFF TERSRS16" o.c. ,STRAPPED OVER RIDGE (1'YP.) @1E FROHNHOEFER NA ATTIC (GARAGE)(a) 4" SPRAY FOAM INSULATION HIGH DENSITY CLOSED CELL TOTAL ROOF FRAMING BONUS ROOM NA METAL "HURICANE CLIP" @ ALL "BIRD'S MOUTH" NA SUNROOM ATTIC HVAC WITHIN CONDITIONED (UNVENTED) "HOT ROOF" CONST. RESIDENCE DECKS NA MATCH EXISTING FASCIA, SOFFIT, GUTTER, AND ALL EXTERIOR DETAILS (V,I.F.) NA FIRST FLOOR CEILING JOIST w/ 5/8" PLYWOOD SUBFLOOR (@ ATTIC AREAS) MATTITU C K NEW YORK POOL HOUSE CABANA 2 .. 2 " 2 " 2 '' 3" 6" BATT INSULATION R-21 @ CEILING JOISTS NA SYSTEM(S) TO COMPLY WITH CODE. 4" HIGH DENSITY SPRAY FOAM @ ROOF RAFTERS TO SHEATHING (ALL) ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING 4" BATT INSULATION R-21 @ ROOF RAFTERS (CATHEDRAL / TRAYED CEILINGS) BUILDING SYSTEMS. (2) 2 X 6 TOP PLATE (STRAP RFT., T.P., AND STUD) 2 X 6 STUDS @ 16" o.c. (BLOCKING @ 8'-0" MAX. HT.) 3 SHEET NAME: WINDOWS & DOORS BY MANUFACTURER'S SPECIFICATIONS ALL GLAZING TO BE LOW E; INSULATED; AND IMPACT RESISTANT 4 " F.A. VENT 6" SEE WINDOW SCHEDULE FOR R.O. (VERIFY ALL R.O. W/ WINDOW ORDER) a) ELEVATED GARAGE FLOORS SHALL{ BE CAPABLE OF SUPPORTING A 2,000- •4 C.OMASTER BATHROOM ABOVE GRADE POUND LOAD APPLIED OVER A 20 -SQUARE -INCH AREA. WINDOWS NOTABLE TO MEET HURRICANE WIND LOADS AND SPECIFICATIONS C.O. / . b) NO STORAGE WITH ROOF SLOPE NOT'OVER 3 UNITS IN 12 UNITS. C. 0. SHALL HAVE WINDBORNE DEBRIS PROTECTION: 4 PROVIDE 5/8" PLYWOOD SHEETS, CUT TO SIZE, LABELED &NUMBERED FOR EACH 3" GENERAL NOTES I LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY 4' TO S C D H S WINDOW FRAME, w/PREDRILLED SCREW HOLES (� PRESCRIBED SPACING FOR EACH SHEET. DISTRIBUTED LIVE LOAD OR A 300 -POUND CONCENTRATED LOAD ACTING 4" Cl APPROVED THESE SHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER BASEMENT 694 sq. ft. AREAS OF NEW STRUCTURE CRAWL SPACE NA BASEMENT 694 sq. ft. FIRST FLOOR 694 sq. ft. SECOND FLOOR NA THIRD FLOOR NA BALCONY NA LOFT NA ATTIC (HOUSE)(a) NA ATTIC (HOUSE)(b) NA GARAGE NA ATTIC (GARAGE)(a) NA BONUS ROOM NA SCREENED PORCHES NA SUNROOM NA DECKS NA COVERED PORCHES NA COVERED ENTRANCE NA POOL HOUSE CABANA NA UNCOVERED ENTRANCES1 NA OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER HOUSE SEPTIC SYSTEM PROVIDE ALL SCREWS FOR EMERGENCY INSTALLATION IN CASE OF A HURRICANE. STRESSES. TRAP ; 2X6CRIPPLESTUDS d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN PLUMBING RISER DIAGRAM (NTS) " 1" s RAY FOAM NISSUDLLATIOHIGH DENSITY CLOSED CELL TO SHEATHING WALL (EXT. WALLS) ACCORDANCE WITH SECTION R802.10.1. 4" BATT INSULATION R-21 (EXTERIOR WALLS) ENGINEER: NG EAL: e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS _ 4" BATT INSULATION R-13 (INTERIOR WALLS) TABLE R402.2 2 X 6 "SHOE' SOLE PLATE c, OF f� y MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE EXTERIOR WOOD FINISH TO BE: JAMES DEERKOSKI, PE n NEW YORK STATE ENERGY CODE 3/4" CDX PLYWOOD SHEATHING (MATCH EXISTING) �`t J' Professional Engineer r-- ;4�,.A4._ r 101.4.4.3 OTHER ALTERATIONS PROJECT NO: SHEET INDEX: FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS (a) AT 28 DAYS PSI APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS 903-2010 (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION DRAWN BY: (b) WITH STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) RA ETHAIR ENTRAINED. 5 PERCENTORMORE THAN7 PERCENTSCALE: TAENT BY VOLUME OF CONCRETE) SHALL NOT BELESAN SECTION 402 CMA G1 01 (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. BUILDING THERMAL ENVELOPE N.T.S. 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET DATE: THE REQUIREMENTS OF TABLE 402.1(1) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. 12-07-2012 MINIMUM SPECIFIED 6lRF MLI CUILUINU rArtK - F , ' .. Q 18 PERFECTIONS RED CEDAR SHINGLES 51/2 +1- EXPOSURE(VERIFY SIDING �' , y u 260 Deer Driveamu' COMPRESSION STRENGTH (a) (fc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) t AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) 101.4.4.3 OTHER ALTERATIONS PROJECT NO: SHEET INDEX: FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS (a) AT 28 DAYS PSI APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS 903-2010 (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION DRAWN BY: (b) WITH STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) RA ETHAIR ENTRAINED. 5 PERCENTORMORE THAN7 PERCENTSCALE: TAENT BY VOLUME OF CONCRETE) SHALL NOT BELESAN SECTION 402 CMA G1 01 (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. BUILDING THERMAL ENVELOPE N.T.S. 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET DATE: THE REQUIREMENTS OF TABLE 402.1(1) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. 12-07-2012 PRESCRIPTIVE DESIGN CRITERIA 6lRF MLI CUILUINU rArtK - F , ' .. Q 18 PERFECTIONS RED CEDAR SHINGLES 51/2 +1- EXPOSURE(VERIFY SIDING �' , y u 260 Deer Driveamu' WOOD or METAL DRIP CAP OVERALL WINDOW &DOOR CASINGS (MATCH EXISTING) �� Z TRIM SHALL MATCH EXISTING COLOR) Mottituck, NY 11952 (VERIFY 631-298-7116 A�oF 07 WRAP ALL OPENINGS W/ VYCOR FLEXIBLE ADHESIVE BACKED MEMBRANE "HEAD" LEAD COATED COPPER PAN -FLASHING AND DRIP CAP AT ALL OPENINGS INTERIOR FINISH TO BE: AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, 5/8"or1/2"G•W.B.TAPED &SPACKLED(V.I.F.) OWNERSHIP AND USE OF DRAWINGS: PRIMED PLUS (2) FINISH COATS PAINT (COLOR TBD) SECTION 101.4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101.4.4.1 - 101.4.4.3 1 ST FLOOR CONSTRUCTION: These drawings and specifications including the WOOD: 3/4"HARDWOOD FLOORING SAND & STAIN PLUS (3) COATS OIL POLY (MATCH EXISTING) 30# FELT ON 3/4" T&G PLYWOOD SUB FL. GLUED AND FASTENED ideas, design and arrangements represented 101.4.4.1 ADDITIONS: JOISTS @ 16" O.C. (VERIFY FRAMING DIAGRAM) therein, are the property of DAK Associates, LLC. ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW METAL STRAP BRIDGING (10'-0.O.C.MAX) No part thereof shall be copied, disclosed to others or used in connection CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION(S) OF THE EXISTING OR BUILDING with any work or CONTINUOUS STRAPPING CONNECTING DOUBLE SILL; BOX HDR.; project other than for which they have been SYSTEM(S) TO COMPLY WITH CODE. SHOE PLATE TO STUD @ 1'-4" O.C. MAX. (TYPICAL @ NEW FRAMING) prepared without written consent of DAK ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING Associates, LLC. BUILDING SYSTEMS. FOUNDATION TO BE DAMP PROOFED (TROWELED TAR OR SIMILAR) PERFORATED PIPE IN GRAVEL @ FTG. TO DRYWELL; BACKFILL W/ CLEAN SAND. GUTTERS & LEADERS TO DRYWELLS (V.I.F.) 101.4.4.3 OTHER ALTERATIONS PROJECT NO: SHEET INDEX: FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS (a) AT 28 DAYS PSI APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS 903-2010 (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION DRAWN BY: (b) WITH STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) RA ETHAIR ENTRAINED. 5 PERCENTORMORE THAN7 PERCENTSCALE: TAENT BY VOLUME OF CONCRETE) SHALL NOT BELESAN SECTION 402 CMA G1 01 (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. BUILDING THERMAL ENVELOPE N.T.S. 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET DATE: THE REQUIREMENTS OF TABLE 402.1(1) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. 12-07-2012 USE A MINIMUM OF TWO 8d NAILS THIS SIDE OF TRUSS, TOTAL FOUR 8d NAILS INTO TRUSS USE A MINIMUM-� TWO 8d NA[LS THIS SIDE OF TRUSS, TOTAL FOUR 8d NAILS INTO TRUSS L PLATES • o• SIMPSON STRONG -TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION DU G- U . 1.2 INTO INTO STUD Simpson Strong -Tie PLATES H7 EIGHT - 8d NAZI FASTENERS ALLOWABLE LOADS LOAD LATERAL WITH MODEL GA UPLIFT UPLIFT (133/160) 8dx1I- CODE NO. TO TO AVG NAILS REF. RAFTERS/ PLATES STUDS ULT' (133) (160) F FZ (133& TRUSSisnl NOTE: REFER TO SIMPSON WOOD CONSTRUCTION H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5,44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER; INSTALLATION PROCEDURES 915 950 650 5, 44 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) H6 16 8-8d 8-8d 3983 FASTENERS DIMENSIONS (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT.IN WOOD MEMBER CODE MODEL N0. GA LFTA' LFTA REF. MAX. CLEAR ULT. NIDTHSPAN L QTY DIA 11" 2" 21" 3" 31" 11" 2" 21" 3" ' 31" % 1205 1400 5,'44, 85 DOUG -FIR LARCH / SO. PINE LFTA 16 21" 17" 381" 16-10d — 4200 FASTENERSZ ALLOWABLE UPLIFT LOADS3 MODEL L AVG 10d 10d x 1" CODE NO.ULT. REF. 10d IOd x 14" (133 / 160) (133) (160) 1000 840 1000 3, 41, 128 1000 840 1000 3, 41, 128 MTS16 16 14-10d 14-10d x 11" 3116 MTS20 20 14-10d 14-10d x 11" 3116 ,k. 775 720 720 3, 41 LST20 20 12-10d 12-10d x 1}" 2383 DOUG -FIR -LARCH TYPE OF DIRECTION SO. PINE ALLOWABLE LOAID CODE S REF. MODEL CONNEC- OF LOAD FLOOR ROOF (133/ N0. TION (100) (125 . 160 670 G 515 645 1 LTP4 5 670 6, 39, 97 1515 645 670 H 515 645 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS1'7'9(DF/SP) (133) HOLDOWN HOLDOWN AVG DEFLECTION AT HIGHEST DEFLECTION AT HIGHEST CODE REF. STUD LENGTH OF BOLT 2,3 MODEL NO. BODY ANCHOR MACHINE BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE BASE GA a HB SB W H B SO CL DIA5• ° DESIGN IGN WHEN 1�" 2" 2�" 3" 3" 5}" GA QTY DIA LOAD RAAD ISED OFF THE SILL PLATE HD2A 16 12 44" 24" 2J" 8" 21$" J" 1ij" Q' 2 J' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO AVG / SP W L STUD PLATE ULT. (133)'DF (160) REFS a SP4 3A" 74" -10d x 111'.1— 2917 735 885 7, 40,127 DIMENSIONS FASTENERS (TOTAL;) ALLOWABLE TENSION LOADS CODE MODEL NO. GALLLL: FLOOR (133) (160)REF. NAILS 100 LSTA21 20 6- d 905 1205 1295 7, 40, 90 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL M ODCA W L NAILS 100 R (133) (160) REF. MSTA24 18 11" 24 18-10d 1025 1370 1640 7. 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE O.END L (LENGTH L GA CUT LENGTH ( ) ' 2 (1 00) (133 / 160) SPACING oc. REF. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHERWISE FAILURE TO COMPLY WITH ALL NOTES ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2A" 7, 40, 90 MODEL DIMENSIONS FASTENERSNOTED. DN' - PINE L WA NO. GA HEADERS JOISTS W H 8 AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES 1HHE16d ULT. (133) (160) 10d 16d 10d 16d lod 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3A" 4J" 2 4-16d 4-16d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 HUS210-2 14 3a" 9fl„ 2 8-16d 8-16d 6076 1755191n5 —11650 1900 2065 1 36 84 122 MODEL FASTENERS -DDUG-FIR UPLIFT AVG LARCH/S INE ALLOWABLE LOADS CODE REF. UPLIFT LATERAL (133/160) N0. GA ULT, f TO RAFTERS TO PLATES TO STUDS (133) (160) F F. 160 HGA10KT 14 1 4-SDS}"x1}" 4-SDSJ"x3" 1523 435 435 1165 940 USE A MINIMUM OF TWO 8d NAILS THIS SIDE OF TRUSS, TOTAL FOUR 8d NAILS INTO TRUSS USE A MINIMUM-� TWO 8d NA[LS THIS SIDE OF TRUSS, TOTAL FOUR 8d NAILS INTO TRUSS L PLATES • o• / 8d NAIL 8d TWO d NA[l INTO INTO STUD Simpson Strong -Tie PLATES H7 EIGHT - 8d NAZI INTO STUD LFTA I FTA FI DETAIL "A" Simpson Strong -Tie H7 V 11 'F"V I 1 V v1 V 'lJ 1 ` Floor—to—Floor Connections MTS16 MTS16 L1 T1 O A DETAIL "C'1 Simpson Strong—Tie Floor—to—Floor Connections USE A MINIMUMOF ,// TWO 8d NAILS THIS HIS �i/ SIDE OF TRUSS. TOTAL FOUR 8d NAILS INTO TRUSS aiV-g- SIMPSON TAKE-UP WASHER TWO/ • . ARTJ'x12 NAIL IN o / INTO /( PLATES • o EIGHT 8d NAIL , INTO STUD HDZA DETAIL "D" Simpson Strong—Tie ROD SYSTEM iUT WASHER NAT17'�:)n I T��::)n W LSTA H6Pson atirong-ne DETAIL 1 1 DETAIL 11611 Equal m, specifiec e PROVID SIDE OI AND OP Simpson Strong -Tie HGA10 DETAIL "K" l.JlO DETAIL "H" SIh Str I" DETAIL "I" DETAIL "J" STU 5"_ SIMPSON TAKE—UP WASHER ART$"x12 STU 8"— SIMPSON TAKE—UP WASHER DETAIL "L" CNW— COUPLER NUT STU J"— SIMPSON TAKE—UP WASHER J" ANCHOR BOLTS FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong— Tie. No Substitutions are Approved or Authorized. Due to the Relationships of Framing Hardware to the other Components of the Structure, any Framing Hardware Substitutions will Render These Plans Null and Void, and will Result in the Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System. D • A • K ASSOCIATES isc residential & commercial design • engineering . consuBing 506 Main Street phone: (631) 767 - 6071 Westhampton Beach, NewYd 11978 fax: (631) 466-3354 E -Mal: CAmM@aol.com Deerkosld, Arm & Kehl Associates, LLC • formerty East End Design Associates, LLC PROJECT TITLE & LOCATION: PROPOSED ADDITION TO THE FROHNHOEFER RESIDENCE MATTITUCK, NEW YORK SHEET NAME: SIMPSON WINDLOAD CHARTS & CALCULATIONS STRONG -TIE DETAILS ENGINEER: E GINEER'S SEAL: P�E0F N�Ei:l JAMES DEERKOSKI, PE �S1 Din, Op Professional Engineer 260 Deer Drive Mattituck, NY 11952 V,-, 1; w 631-298-71 16 4- 0. FFS ONP� OWNERSHIP AND USE OF DRAWINGS: I These drawings and specifications including the ideas, design and arrangements represented therein, are the property of DAK Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of DAK Associates, LLC. I PROJECT NO: SHEET INDEX: 903-2010 DRAWN BY: CMA SCALE: G1 02 N.T.S. DATE: 12— 07-2012 GENERAL CONDITIONS: I. DESCRIPTION: NEW CONSTRUCTION II (OCCUPANCY) (SINGLE FAMILY DWELLLING) II. CONSTRUCTION: WOOD; COMBUSTABLE TYPE III N (TYPE) (TYPICAL PLATFORM FRAMED CONSTRUCTION) III. GENERAL NOTES: ALL CONSTRUCTION SMALL BE IN ACCORDANCE WITH THE MINMUM REQUIREMENTS OF THE LASTEST EDITION OF THE UNIFORM BUILDING CODES (U.B.C.) OR AS SPECIFICALLY NOTED ON THESE PLANS (S-1, D-1, D -1a, A-1 - A-11) AND CALCULATIONS, WITH THE MOST STRINGENT CONDITION GOVERNING. BUILDING IS DESIGNED IN ACCORDANCE WITH 120 mph (3 SECONDS GUST) HURRICANE PRONE REGION WIND ZONE 3. REFER TO FEMA LOAD PATHS; TECHNICAL FACT SHEET NO. 10. BUILDING IS DESIGNED TO MEET OR EXCEED SNOW LOADING CONDITIONS (45 IV. CONNECTIONS ALL HARDWARE (i.e. COLUMN CAPS AND BASES, BEAMS AND JOIST HANGERS, STRAPS, ETC.) SHALL BE ICBO APPROVED (e.g. SIMPSON CO.) OR CUSTOM FABRICATED SPECIFICALLY AS DETAILED ON THE PLANS OR CALCULATIONS, AND SHALL PROVIDE EXTEN90N �� I BE INSTALLED WITH NAILS OR BOLTS EXACTLY AS CALLED FOR I BICO I BY THE MANUFACTURER OR AS NOTED ON THE PLANS. I ALL NAILS SHALL BE COMMON OR SINKERS, UNLESS NOTED OTHERWISE. ALL BOLTS SHALL COMPLY WITH ASTM A-36 OR ASTM A-307 STANDARD OR BETTER. NAILING SCHEDULE FOR STRUCTURAL MEMBERS - SEE ATTACHED APPENDIX E TABLE 2306.1 - FASTENING SCHEDULE. ALL NAILING SHALL COMPLY WITH LOCAL AND STATE CODES. V. SHEATHING SHEATHING IS TO BE NAILED WITH 8d COMMON AT A MINIMUM OF 6" O.C. AT BUILDING PERIMETER AND ATALL PANEL EDGES, AT 12" O.C. AT ALL INTERMEDIATE ROOF SUPPORTS, OR AS NOTED ON FRAMING PLANS. VERTICAL (SHEET WALLS): ALL EXTERIOR WALLS OF STRUCTURE SHALL BE COVERED WITH MINIMUM 3/4" THICK CDX OR OTHER STRUCTURE SHALL BE p COVERED WITH MINIMUM 3/4" THICK CDX OR OTHER STRUCTUREAL SHEATHING, .a NAILED WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES, AND AT 12' O.C. AT ALL INTERMEDIATED SUPPORTS (STUDS) UNLESS NOTED OTHERWISE. ONE 2X STUD OR PLATE SHALL BE PROVIDED AT ALL PLYWOOD EDGES (U.N.O.) CHECK FRAMING PLANS TO SEE IF MORE STRINGENT CONDITIONS ARE CALLED FOR i PLYWOOD SHALL BE SPAN RATED FOR THE APPROXIMATE STUD SPACING. VI. FOUNDATION ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED, NON-ORGANIC SOIL, •I l_ OR ON FILL COMPACTED TO 95% OF MAXIMUM DENSITY BASED ON ASTM D 1557. UNLESS OTHERWISE NOTED, AN ASSUMED BASIC ALLOWABLE SOIL BEARING PRESSURE OF 1500 psff HAS BEEN USED, WITH ADDITIONAL ALLOWANCES FOR INCREASES IN FOOTING OR PIER WIDTH AND DEPTH AS PER UBC SPECIFICATIONS. ALL FOOTINGS ARE ASSUMED TO BE LEVEL OF STEPPED UNLESS SPECIFICALLY NOTED OTHERWISE. [AM ALL PIERS AND FOOTINGS OUTSIDE OR AT THE PERIMETER OF THE STRUCTURE OR IN OTHER UNHEATED AREAS, SHALL BE SET TO A DEPTH OF AT LEAST 36" BELOW NATURAL GRADE, OR AT A DEPTH BELOW THE FROST LINE, WHICHEVER IS GREATER UNLESS OTHERWISE NOTED ON THE PLANS. FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong— Tie. No Substitutions are Approved or Authorized. Due to the Relationships of Framing Hardware to the other Components of the Structure, any Framing Hardware Substitutions will Render These Plans Null and Void, and will Result in the Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System. -0' -6Y," 2''2' 7Y' FOUNDATION PLAN: PROPOSED ADDITION Scale: 1/411 = 1'-0" N v� N l`"r rinlnlil■ ai H n, ■n ::I " IIr11 R �� .■■■. _ ■■�■ .: s ■1111 I��l! / , ' ' residential E, commercial design . engineering " consutting 506 Main Street Westhampton Beach, New York 11918 Deerkoski, Ann E, Kehl Associates, LLC • PROJECT TITLE & LOCATION: phone: (631)167 - 6071 fax (631) 466-3354 E -Mail: CAm18888@cd.com East End Design Associates, LLC PROPOSED ADDITION TO THE FROHNHOEFER RESIDENCE MATTITUCK, NEW YORK SHEET NAME: Foundation Plan ENGINEER: GINEER'S SEAL: EOFA�I^ JAMES DEERKOSKI, PE �P ✓y Professional Engineer 260 Deer Drive ;, x Mattituck, NY 11952 " s rr 631-298-71 16 �O o-�1 •• 2 \\SSS 10 OWNERSHIP AND USE OF DRAWING These drawings and specifications including the ideas, design and arrangements represented therein, are the property of DAK Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of DAK Associates, LLC. PROJECT NO: SHEET INDEX: 903-2010 DRAWN BY: CMA SCALE: Al 01 Acceptance of these drawings does not authorize the right to build without the authorization 1/40' = 1'—O" of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DATE: Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such oQencies Drior to construction. 12-07-2012 PROVIDE EXTEN90N �� I I BICO I I (VERIFY WITH OWNER) I I 'CDOOR I I p (ULTRA SERIES) .a i JDOUI .I•' 1 •I l_ I L LE 3T? Fill 1/8 LVL BOX [AM / \ `. 9'F_ — — — — — — 10' P.C. FOUNDATION WALL I = SI w/ (2) 14 HORIZONTAL BARS 6' FROM TOP I �I w/ (2) 14 HORIZONTAL BARS 0 MIDDLE I x I 3 m k (2) 14 HORIZONTAL BARS 6' FROM BOTTOM m Z i xi zl PROVIDE #4 VERTICAL BARS 0 24' oc i •� sJ' A '• 22'x12 CONCRETE FOOTING '-I I I� r, A I 3I (MIN S -O' BELOW FlNAL GRADE) w/ (4) 15 BARS CONTINUOUS (THE LONG WA's .'• — I I I �I & ¢5 BARS 0 48' oc (THE SHORT WAY do VERTICAL) I •'• I WI560 x 11 7/8"-16'oc (L480 = 23-'8* SPAN) I . I — 3 � I I I F �I I I •: I I I I z xl Ca- ;`i JI NEW FOUNDATION CD 3 gl >N' New 4' P.C. Slab w/ 6x6 WWM I I N Br -,co I I •1. � Z I �I I I I F21 ^1 L _ — g D Er— •I o I '•` I — — I •� I '1 I I � '�• _J •t I I ,: I DSHOWER DRAIN ABOVE j EG _ LE JOISTSI I I I . i3� I r WI560 x 11 7/8"-12 'oc (L480 = 26-'1" SPAN) • — New DOU — 3' Steel Column I I on I I m TOIrtI ET WASTE ABOVE 24'x 24'x 12' x1 ' Conc. Footing w� (4) 15 bars each way I I o I 1o' -z _I 3_Jt' x 117/8' LVL FLUSH BEAM 3-1/ ' x 11 7/8' I.M. FLUSH BEAM I r m I J I I 10• I r I —— I I j I I'• I'. I — I I I — It I I� I •' I� I I I ZI I ® x I l I I I p I� l I I I I I I I I I I I I I I N f1J x I • r I," ''' ,.•, �, I ;� i f I I I I I I I i N I I� _(_ � h I_ I I I I I I I I I 1 I 1 I d� I ' •' • I -- • L — — — — — — Z PROVIDE OPENING I Prov de 1J4 rebar Provide 14 rebor pins Provide Waterproofing and Flashing TO EXISTING BASEMENT i pins Provide Wafer+roofing and Flashing a � POUR HOUNCH BENEATH I 2 EXISTING FOOTING I 1 PROVIDE STAIRS I c z L-4 AS REQUIRED I G -0' I � o W �3: wo Q I I I I — —e � N I I I I FOUNDATION PLAN: PROPOSED ADDITION Scale: 1/411 = 1'-0" N v� N l`"r rinlnlil■ ai H n, ■n ::I " IIr11 R �� .■■■. _ ■■�■ .: s ■1111 I��l! / , ' ' residential E, commercial design . engineering " consutting 506 Main Street Westhampton Beach, New York 11918 Deerkoski, Ann E, Kehl Associates, LLC • PROJECT TITLE & LOCATION: phone: (631)167 - 6071 fax (631) 466-3354 E -Mail: CAm18888@cd.com East End Design Associates, LLC PROPOSED ADDITION TO THE FROHNHOEFER RESIDENCE MATTITUCK, NEW YORK SHEET NAME: Foundation Plan ENGINEER: GINEER'S SEAL: EOFA�I^ JAMES DEERKOSKI, PE �P ✓y Professional Engineer 260 Deer Drive ;, x Mattituck, NY 11952 " s rr 631-298-71 16 �O o-�1 •• 2 \\SSS 10 OWNERSHIP AND USE OF DRAWING These drawings and specifications including the ideas, design and arrangements represented therein, are the property of DAK Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of DAK Associates, LLC. PROJECT NO: SHEET INDEX: 903-2010 DRAWN BY: CMA SCALE: Al 01 Acceptance of these drawings does not authorize the right to build without the authorization 1/40' = 1'—O" of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DATE: Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such oQencies Drior to construction. 12-07-2012 GENERAL CONDITIONS: I. DESCRIPTION: NEW CONSTRUCTION R-3 (OCCUPANCY) (SINGLE FAMILY DWELLLING) II. CONSTRUCTION: WOOD; COMBUSTABLE TYPE III N (TYPE) (TYPICAL PLATFORM FRAMED CONSTRUCTION) Ill. GENERAL NOTES: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MINMUM REQUIREMENTS OF THE LASTEST EDITION OF THE UNIFORM BUILDING CODES (U.B.C.) OR AS SPECIFICALLY NOTED ON THESE PLANS (S-1, D-1, D -1a, A-1 -A-11) AND CALCULATIONS, WITH THE MOST STRINGENT CONDITION GOVERNING. BUILDING IS DESIGNED IN ACCORDANCE WITH 120 mph (3 SECONDS GUST) HURRICANE PRONE REGION WIND ZONE 3. REFER TO FEMA LOAD PATHS; TECHNICAL FACT SHEET NO. 10. BUILDING IS DESIGNED TO MEET OR EXCEED SNOW LOADING CONDITIONS (45 psf). rV. CONNECTIONS ALL HARDWARE (i.e. COLUMN CAPS AND BASES, BEAMS AND JOIST HANGERS, STRAPS, ETC.) SHALL BE ICBO APPROVED (e.g. SIMPSON CO.) OR CUSTOM FABRICATED SPECIFICALLY AS DETAILED ON THE PLANS OR CALCULATIONS, AND SHALL BE INSTALLED WITH NAILS OR BOLTS EXACTLY AS CALLED FOR BY THE MANUFACTURER OR AS NOTED ON THE PLANS. ALL NAILS SHALL BE COMMON OR SINKERS, UNLESS NOTED OTHERWISE. ALL BOLTS SHALL COMPLY WITH ASTM A-36 OR ASTM A-307 STANDARD OR BETTER. NAILING SCHEDULE FOR STRUCTURAL MEMBERS - SEE ATTACHED APPENDIX E TABLE 2306.1 - FASTENING SCHEDULE. ALL NAILING SHALL COMPLY WITH LOCAL AND STATE CODES. V. SHEATHING SHEATHING IS TO BE NAILED WITH 8d COMMON AT A MINIMUM OF 6" O.C. AT BUILDING PERIMETER AND AT ALL PANEL EDGES, AT 12- O.C. AT ALL INTERMEDIATE ROOF SUPPORTS, OR AS NOTED ON FRAMING PLANS. VERTICAL (SHEET WALLS): ALL EXTERIOR WALLS OF STRUCTURE SHALL BE COVERED WITH MINIM UM 3/4" THICK CDX OR OTHER STRUCTURE SHALL BE COVERED WITH MINIM UM 3/4" THICK CDX OR OTHER STRUCTUREAL SHEATHING, NAILED WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES, AND AT 12" O.C. AT ALL INTERMEDIATED SUPPORTS (STUDS) UNLESS NOTED OTHERWISE. ONE 2X STUD OR PLATE SHALL BE PROVIDED AT ALL PLYWOOD EDGES (U.N.O.) CHECK FRAMING PLANS TO SEE IF MORE STRINGENT CONDITIONS ARE CALLED FOR. PLYWOOD SHALL BE SPAN RATED FOR THE APPROXIMATE STUD SPACING. VI. FOUNDATION ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED, NON-ORGANIC SOIL, OR ON FILL COMPACTED TO 95% OF MAXIMUM DENSITY BASED ON ASTM D 1557. UNLESS OTHERWISE NOTED, AN ASSUMED BASIC ALLOWABLE SOIL BEARING PRESSURE OF 1500 psf HAS BEEN USED, WITH ADDITIONAL ALLOWANCES FOR INCREASES IN FOOTING OR PIER WIDTH AND DEPTH AS PER UBC SPECIFICATIONS. ALL FOOTINGS ARE ASSUMED TO BE LEVEL OF STEPPED UNLESS SPECIFICALLY NOTED OTHERWISE. ALL PIERS AND FOOTINGS OUTSIDE OR AT THE PERIMETER OF THE STRUCTURE OR IN OTHER UNHEATED AREAS, SHALL BE SET TO A DEPTH OF AT LEAST 36" BELOW NATURAL GRADE, OR AT A DEPTH BELOW THE FROST LINE, WHICHEVER IS GREATER UNLESS OTHERWISE NOTED ON THE PLANS. FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong— Tie. No Substitutions are Approved or Authorized. Due to the Relationships of Framing Hardware to the other Components of the Structure, any Framing Hardware Substitutions will Render These Plans Null and Void, and will Result in the Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System. CJ I 22'-0" '-f V4 12'-11y" '-6% NEW CW15 NEW CW15 NEW CW15 3"sm 3"sm Zoqs (2) 1-3/4' z 9-1/2 LLM HEADER ,,, Cjr z,F1'Illllf FIRST FLOOR PLAN: PROPOSED ADDITION &ALTERATION U Scale: 1/4" = 1'-0" Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. kyr ®�Si, l�r D • A • K ASSOCIATES roc residential E, commercial design . engineering . consuMing 506 Main Sheet phone: (631) 767 - 6071 Westhampton Beach, New York 11978 fait (631) 466-3354 E -Mail: CAmM@cd.com Deerkosld, Arm E. Kehl Associates, LLC • formerly East End Design Associates, LLC 1�1F%+1+..--T.T1}T+�-.ST.1Y «. - .t 4 :.At,• PROJECT TITLE & LOCATION: PROPOSED ADDITION TO THE FROHNHOEFER RESIDENCE MATTITUCK, NEW YORK SHEET NAME: First Floor Plan ENGINEER: NGINEERIS SEAL: 10 JAMES DEERKOSKI, PE �� S1. Ofc� `'o Professional Engineer 260 Deer DriveLU Mattituck, NY 11952n 2 631-298-71 16 O OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of DAK Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of DAK Associates, LLC. PROJECT NO: SHEET INDEX: 903-2010 DRAWN BY: CMA Al 02 SCALE: 1 /4" = 1'-0" DATE: 12-07-2012 JLEXISTING ®I ISI DAK ASSOCIATES uc residential E, commercial design . engineering . consulting 506 Main Street phone: 1631) 767 - 6071 /WC15 /EWCW1 NEW CWl %NEW EW CN N�L]�[Z ZI Westhampton Beach, New York 11978 fax: (631) 466-3354 E -Mail: CAm18888@aol.com Deerkosld, Amt & Kehl Associates, LLC • formerly East End Design Associates, LLC HOUSE TO REMAIN EXISTING DECK MASTER BEDROOM n'-0' PROPOSED ADDITION REAR ELEVATION: PROPOSED ADDITION & ALTERATION • 01 Scale: 1/4" = 1'-0" E�l EW A2 EW A2 PROJECT TITLE & LOCATION: N/Wcl�NEW CW145 NEW CW14 - EXISTING HOUSE TO REMAIN PROPOSED ADDITION TO THE I r---------- FROHNHOEFER BILCO DOOR I I ' I I BILCO I I I 'Scape%a' EGRESS I; RESIDENCE I � WINDOW WELL I I EXISTING HOUSE 1II I'1 ----------'—I 30'-4' 10' FOUNDATION OVERLAP 31'-2" MATTITUCK, NEW YORK PROPOSED ADDMON 2 LEFT ELEVATION: PROPOSED ADDITION & ALTERATION Scale: 1/4" = 1'-0" SHEET NAME: Preliminary Elevation ENGINEER: E`NGINEER'S SEAL: JAMES DEERKOSKI, PE �� . �L y0 Professional Engineer 260 Deer Drive z ,y3 W Mattituck, NY 11952 631-298-7116 o Ew �2 f�; • nNP�"� EXISTING NEW CW145 NEW CW14 EW C1 HOUSE TO REMAIN OWNERSHIP AND USE OF DRAWINGS: NEW R6 11 These drawings and specifications including the ideas, design and arrangements represented therein, are the property of DAK Associates, LLC. STEPS TO GRADIF No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of DAK 9000 OOJIB Associates, LLC. PROJECT NO: SHEET INDEX: 30'-4 903-2010 PROPOSED ADDITION DRAWN BY: CMA SCALE: 3 RIGHT ELEVATION: PROPOSED ADDITION & ALTERATION Acceptance of these drawings does not authorize the right to build without the authorization 1/4" = 1'-0" A201 0 1 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DATE: Scale: 1 /,� 4 = 1 —0 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 12— 07-2012 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION &CONSTRUCTIONC 0 N T R A C T 0 R N 0 T S • : �u� General Notes: 1. GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND Lu- �• °---- ----> ---- --- -------- GENERAL GENERAL NOTES: wood: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. --- : ,•�;� � I-- __ ______ 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 2• All structural wood shall be in accordance with the national -design specifications for wood- construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A D oAoK ASSOCIATES LLC FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. residential a. commercial design •engineering .consulting BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 3, Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 4. Pre -manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Main Street phone: 1631761-6011 1. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a. All trusses shall be "shaped" as shown on architectural cross sections. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer, MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Westhampton Beach, New York 11918 fox: (6311 466-3354 SHALL BE INCLUDED AS IF THEY WE'RE INDICATED IN THE DRAWINGS. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. E -Mail: CArm8888aaol.com 2 5. Erect and brace trusses in accordance to truss plate institute recommendations. Deerkoski, Arm THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL "AUTHORITIES, AND OWNER. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. ;E KehlAssociates,LLCoformerlyEastEndDesignAssociates,LLC 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: a. All plywood shall be in accordance with the American Plywood Association APA specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawin s and specifications THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED P y y P 3. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports g including the REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal, GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. LLC. No part thereof shall be copied, disclosed 4. P P ( ) # 3. DUST CONTROL: to others or used in connection with any work THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: or project other than for which they hove been 5'•PLUMBING, ELECTRICALS, ETC. 8, Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, prepared without written consent. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1,600,000 PSI THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS: Fv = 95 PSI C. HEAVY DROP CLOTHS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 6• ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: ACCUMULATION. . a. Laminated Veneer Lumber (LVL): r 7, THE CONTRACTOR SHALL DO ALL CUITTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1,900,000 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv = 285 PSI Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 8• ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. 1 NOTE LLC ARM & KEHL ASSOCIATES, . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH DEERKOSKI, CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 9• LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC, NO CONSTRUCTION DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. ? BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL 'NOT CREATE DUST, DIRT, OR OTHER SUCH 10. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHHBORS, RESOLUTION. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. _HARMLESS FOR ANY RESPONSIBILITY IN 11. REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 12. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL `BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF RESOLUTION. THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 13. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE JULY 27, 2011 14. AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY AUG, 28, 2011 TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER, THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT, 7 PROVIDE SINGLE AD MULTIPLE -STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE -STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES, y CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE • SIMPSON 1 1 A M STRO N TIE 1'11 A / A r% ilr- Trr% M r' 1 1 � lr" r% ASD TENSION GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE SHIELD UNDERLAY- MENT REQUIRED FLOOD HAZARDS WIND EXPOSURE CATEGORY 10 OF NEW YUKK STATE, AND THE j AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL WFCM FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ATTICS WITH STORAGE (b,e) SPEED (mph) WEATHERING FROST LINE DEPTH TERMITE DECAY 45 Ibs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT •TJ MODERATE 111 degrees YES 1984/1998 B • " ` ' ; - INUIT=: ALL KUUMJ IALLI UK tnl.tLU IHL INTJ. JIAINUAK.1'6 ( ACO DESIGN CRITERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENT,. GIRDER PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY '• '• ,, USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY Simpson Strong -Tie S/HPAHD RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA ACID POST t CONCRETE PIER U Simpson Strong -Tie S/HPAHD MINIMUM EMBED. EXTERIOR BALCONIES ASD TENSION MODEL STEMWALL DEPTH SCREWS LOADS NO. WIDTH le 10 33 MIL ATTICS WITH STORAGE (b,e) THE BUILDING CODE OF 10 NEW YORK STATE. (20ga) SPAHD22-2P 6" 10,6" 20 - J10 3335 RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA ACID POST t CONCRETE PIER U Simpson Strong -Tie S/HPAHD HEIGHT MINIMUM EMBED. EXTERIOR BALCONIES ASD TENSION MODEL STEMWALL DEPTH SCREWS LOADS N0, WIDTH le 10 33 MIL ATTICS WITH STORAGE (b,e) THE BUILDING CODE OF 10 NEW YORK STATE. (20go) SPAHD22-2P r.- 30 20 - y10733357 STAIRS HEIGHT FIRE AREA HEIGHT, BUILDING, EXTERIOR BALCONIES THE VERTICAL DISTANCE 10 FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT 3 STORY OF THE HIGHEST ROOF AS PER TABLE 503 SURFACE = NA 10 AS PER SECTION 502 OF ATTICS WITH STORAGE (b,e) THE BUILDING CODE OF 10 NEW YORK STATE. 40 TOTAL HEIGHT FROM RIDGE TO GRADE NA USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (a) 50 (a) 10 ATTICS WITHOUT STORAGE (b,e) 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 (c) 10 GUARDRAIL ,AND HANDRAILS (d) 200 (c) 10 ROOF 30 10 onsib'l't EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CAI CULATED FOR EACH CASE. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER NO SHEATHING NOTES: /� 0I ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH'THE NAILING SCHEDULE OF THE AMERICAN FOREST 0 U & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. . PROJECT: o (1) SHEATHING TO BE NAILED TO CCA SILL 930 NA (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR 9OX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND , ATTIC TOP PLATES F RO H N H O E F E R ATTIC (HOUSE)(a) (4) SHEATHING TO BE NAILED TO TOP PLATE ATTIC (HOUSE)(b) NA GARAGE RESIDENCE NO SUBSTITUTIONS NA All framing hardware shown on these plans, NA SCREENED PORCHES unless otherwise indicated, is Simpson Strong -Tie, SUNROOM NA No substitutions are approved or authorized,: Due to the relationships of framing hardware to the other components of the structure, any framing 235, AZALEA ROAD MATTITUCK, NY 11952 COVERED PORCHES hardware substitutions will render these plans COVERED ENTRANCE NA null and void, and will result in the installer/contractor NA ACCESSORY STRUCTURE assumin res f th d I d DRAWING TITLE: g p I y or e eslgn an performance of the entire system, a) ELEVATED' GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000 - POUND LOAD APPLIED OVER A 20 -SQUARE -INCH AREA. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY GENERAL NOTES DISTRIBUTED (LIVE LOAD OR A 300 -POUND CONCENTRATED LOAD ACTING ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER NO 0 OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER SIMPSON WINDLOAD d) A SINGLE' CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN CHARTS & CALCULATIONS ACCORDANCE WITH SECTION R802.10.1. F & e) SEE SECTION R502,2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS STRONG -TIE DETAILS TABLE R402.2 � MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE u�l ACO FLOOR JOIST .2 GIRDER Simpson Strong -Tie TS MODEL LENGTH FASTNERS ALLOWABLE NO 0 0I LOADS 0 U NAILING . TS -18 o 14- 16d 930 NA LOFT NA ATTIC (HOUSE)(a) MODEL LENGTH FASTNERS ALLOWABLE NO EX. BASEMENT FLANGE LOADS NA NEW FIRST FLOOR NAILING (160) TS -18 17Y4" 14- 16d 930 MODEL NAILER TOP ALLOWABLE NO. EX. BASEMENT FLANGE LOADS NA NEW FIRST FLOOR NAILING (160) BA210 2X T1O_tOdX1Y2" 265 BA HANGER REQUIRE 2-10X1}1" JOIST NAILS AREAS OF STRUCTURE EX. CRAWL SPACE NA NEW CRAWL SPACE NA EX. BASEMENT NA EX. FIRST FLOOR NA NEW FIRST FLOOR NA EX. SECOND FLOOR NA NEW SECOND FLOOR NA NEW BALCONY NA LOFT NA ATTIC (HOUSE)(a) NA ATTIC (HOUSE)(b) NA GARAGE NA ATTIC (GARAGE)(c) NA BONUS ROOM NA SCREENED PORCHES NA SUNROOM NA DECKS 334 sq. ft, COVERED PORCHES NA COVERED ENTRANCE NA POOL HOUSEZ CABANA NA ACCESSORY STRUCTURE NA SET: ISSUED FOR: DATE: i SEAL: DATE: SEPT. 25, 2014 PROJECT NO: ©COPYRIGHT 2014 D.A.K ASSOCIATES, LLC. dE 973-2014 DRAWN BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. '�, '� BDK PLANS MAY NOT BE REPRODUCED WITHOUT• '�a(N t HECKED BY: WRITTEN AUTHORIZATION. JJD ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �, SHEET NUMBER: D.A.K. ASSOCIATES, LLC, A THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �'aFR5�t45' FOR SI: 1 POUND PER SQUMRE INCH + 6.895 kpa (a) AT 28 DAYS PSI PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. G1 (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS -THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these 'drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, Such as Suffolk County Dept. x ` DOB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHA L NOT BE LESS THAN P T R MORE THAN 7 P RCE T L 5 ERCEN 0 E N Writ all conditions, Codes, and requirements with such agencies prior to JAM , s. i' RKOSKI, PE (e) SEE SECTION' R402.2 F09� MINIMUM CEMENT CONTENT• y q g (a) WITHOUT STORAGE construction. © D•A•K ASSOCIATES, ac (b) WITH STORAGE --" ------ --- - �- -. ter.. MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (fc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) SET: ISSUED FOR: DATE: i SEAL: DATE: SEPT. 25, 2014 PROJECT NO: ©COPYRIGHT 2014 D.A.K ASSOCIATES, LLC. dE 973-2014 DRAWN BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. '�, '� BDK PLANS MAY NOT BE REPRODUCED WITHOUT• '�a(N t HECKED BY: WRITTEN AUTHORIZATION. JJD ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �, SHEET NUMBER: D.A.K. ASSOCIATES, LLC, A THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �'aFR5�t45' FOR SI: 1 POUND PER SQUMRE INCH + 6.895 kpa (a) AT 28 DAYS PSI PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. G1 (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS -THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these 'drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, Such as Suffolk County Dept. x ` DOB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHA L NOT BE LESS THAN P T R MORE THAN 7 P RCE T L 5 ERCEN 0 E N Writ all conditions, Codes, and requirements with such agencies prior to JAM , s. i' RKOSKI, PE (e) SEE SECTION' R402.2 F09� MINIMUM CEMENT CONTENT• y q g (a) WITHOUT STORAGE construction. © D•A•K ASSOCIATES, ac (b) WITH STORAGE --" ------ --- - �- -. ter.. (4)2x6 Flush Girder s Lower Step Platform EXISTING EXISTING I EXISTING HOUSE to be Covered with 1x10 Azek 4x4 ACQ Post on 1'-0" Dia. Sona Tube Min. 3'-0" Below final Grade —(4)2x6 Flush Girder le of Lower Step 13'-8" '),11r) U-1— D louse Beam to be Covered with 1x10 Azek HOUSE EXISTING HOUSE DECK FOUNDATION PLAN SCALE: 1/4" = 1'-0" r 9 I ��G cQoP c� �\ 'p, 401 EXISTING HOUSE Upper Step Platform o y IIII IIII IIII IIII N II I III II, , 9 11'-4Y16"- 1'-0" Dia. Sona Tube Min. 3'-0" Below final Grade EXIST NG HOU E STEP PLAN_ SCALE: 1/4" = 1'-0" REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS EXISTING HOUSE Nn1 tc1= 200 ACQ House Beam 2x10 ACQ Floor Joists 12"oc. EXISTING 2x10 ACQ Floor Joists 12'oc. HOUSE 2x10 ACQ Floor Joists 12"oc. 2x10 ACQ House Beam Solid Blocking 2x10 ACQ Floor Joists 12"oc. Master ACQ 2x10 Floor Joists All Joists to be Set 12"oc. off this Jo 12'-9r Edge of Decking 11 2x10 ACO Floor Joists 12"oc. 2x10 ACQ Floor Joists 12"oc. 2x10 ACQ BOX Beam to be / Covered 11 Dble ACO 200 FI with 100 Azek /7 11 200 ACQ Floor Joists 12"oc. ACQ 200 Floor ois s '-1076 Edge of Decking , 0 ACQ House Beam �a Floor Joist Centers are to be Layed Out based on the Location of the �., t ' N Master 2x10 Floor Joists DECK FLOOR PLAN SCALE: 1/4" = 1'-0" HOUSE DECKING LAYOUT SCALE: 1/4" = 1'-0" D oA o K ASSOCIATES LLc residential E. commercial design o engineering • consulting 506 Main Street phone: (631 161- 6011 Westhampton Beach, New York 11918 fax: (631) 466 - 3354 E -Mail: CArm8888@aol.com Deerkoski, Arm & Kehl Associates, LLC o formerly Ecst End Design Associates, LLC )WNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. I PROJECT: FROHNHOEFER RESIDENCE 235, AZALEA ROAD MATTITUCK, NY 11952 DRAWING TITLE: DECK PLAN SET: ISSUED FOR: DATE: SEPT. 25, 2014 PROJECT NO: T N1;%{/ 973-2014 1 17� DRAWN BY: `f BDK © COPYRIGHT 2014 D.A.K ASSOCIATES, LLC. �� ., t ' CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. PLANS AND DESIGNS ARE THE SOLE PROPERTY OFAl �A ��\ALL 0 2 D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building (D D"A"K ASSOCIATES, LIC Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction.