Loading...
HomeMy WebLinkAbout41654-Z r Town of Southold 8/28/2017 o P.O.Box 1179 a' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39178 Date: 8/28/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 25335 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 18.-3-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/11/2017 pursuant to which Building Permit No. 41654 dated 5/23/2017 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: "AS BUILT"ADDITIONS AND ALTERATIONS INCLUDING A COVERED PATIO TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Sellis,Zane of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41654 07-19-2017 PLUMBERS CERTIFICATION DATED w g ho d Signature 'QSUFF94 TOWN OF SOUTHOLD cow BUILDING DEPARTMENT TOWN CLERK'S OFFICE Py . o� 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#: 41654 Date: 5/23/2017 Permission is hereby granted to: Sellis, Zane 292 Vista Dr Jericho, NY 11753 To: legalize "as built" additions and alterations to an existing single family dwelling as applied for. At premises located at: 25335 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 18.-3-13 Pursuant to application dated 5/11/2017 and approved by the Building Inspector. To expire on 11/22/2018. Fees: AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $1,006.40 CO -ADDITION TO DWELLING $50.00 Total: $1,056.40 ildin or 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 1. Certificate of Occupancy-Flew 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$15.00 Date. AdS7/0 1-7 New Construction: _Old or Pre-existing Building: !�24^ (check one) Location of Property: J� N rz,0 House No. Street H rrHa let Owner or Owners of Property: Suffolk County Tax Map No 1000,Section 10 Block ® 3 Lot Subdivision / Filed Map_ Lot: Permit No. L� 6 5 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one Fee Submitted:$ A lican Signature pF SO!/r�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • roger.richerta-town.Southold.ny.us Southold,NY 11971-0959 c®U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sellls Address: 25335 Route 25 city,Orient st: New York zip: 11957 Building Permit#: 41654 Section: 18 Block: 3 Lot 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: L & L Lighting License No: 37285-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 25 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect Switches 5 Twist Lock Exit Fixtures 0 TVSS Other Equipment: "AS BUILT" - "ELECTRIC SURVEY' - "NO VISUAL DEFECTS" Nates: Laundry and Wall Receptacles - Existing. 1- Paddle Fan Inspector Signature: Date: July 19, 2017 0-Cert Electrical Compliance Form.xls ESO �a0 cOUNIV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] UNDATION 2ND [ INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) - REMARKS: ,- Los;4r o e- vyAV I>S s�I�i1or✓ Y � - S dO< PIW WV- DATE INSPECTOR W- pF SOU N O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMIIN_G / jRAWNG [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: DATE INSPECTOR �o�aOF SOUlyolo f�� cOUM'l0cc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 04, ELECTRICAL (FINAL) REMARKS: DATE �� �? INSPECTOR N o ��'YOOUMV act TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION _ [ ] FRAMING / STRAPPING [ ] FINAL �/�v� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR u D ff,�, ABC I r STATE BNEROY rr r 1 S .��" I • � ifs/ wrl NONE LIPM r ■ y '1 all TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N Y S.D.E.0 Trustees C O Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved 20 Mail to Z- Disapproved a/c Phone 7 p IECM n 20 VIBuNdInInspector MAY ® 2017 LICATION FOR B G PERMIT Date 0 S 20 BUMMING DEPT- INSTRUCTIONS — TO"OF SGUMqMn MUST be completely filled in by typewriter or in ink and submitte c or 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 m 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 code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,age ,architec ngineer,general contractor,electrician,plumber or builder Name of owner of premises Z4 PJ E �;E L�L I S (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. Other Trade's License No. l 2Loc533ation onwhi9hproiosedwgr00one: House NumberStreet Hamlet County Tax Map No. 1000 Section S Block 0.3 Lot 1 { Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occu ancy of proposed cons c=n: a. Existing use and occupancy (4v b. Intended use and occupancy­ 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,coDNve��r mixed pgpc�specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front/ Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Nuumb(eir off Stories 9. Size of lot:Front ` eR ar N Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 19 !!� D 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NOZ 13.Will lot be re-graded?YES NOXWill excess fill be removed from premises?YES NO/ 14.Names of Owner of premises SLL1.5 Address Phone No. 5 f0 .377 Name of Architect s'Cy��� Z Address Phone No .s op,- Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO Y *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BQUIRED. 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_%Z *IF YES,PROVIDE A COPY. STATE OF NEWYORK) 1� COUNTY OF d U r Z eing duly sworn,deposes Ian�d�say�,5"i8t�u�®Pk (Name of individual signing contract)above named, � No.01 U618 MO (S)He is the C<� ()USW®d In$u A County �'�b (Contra or,Agent,Corp ate Office,etc.) co4, of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. SW before me thi day of 20$'7 Notary Public ignature of pplicant Scott A. Russell °$%J /r ST 01KAIWA'7C')E R, SUPERVISOR v][A&NA\G]EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 O Townof Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971, CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TMS PROJECT INVOLVE ANY OF THE FOLLO NIla & (CHECK ALL THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑( B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted - - on-FRIM-Mapp of-any--watercourse.--- -- ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square _ feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with pour Building Permit Application. S.C.T.M. 1000 Date_ APPLICANT: (Property Owner,Des ig ofe ssional,Agent,Contractor,Other) �j Dbtrnd NAME: 1 V 0,7 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY +f 1 K Contact Information: /� `n/�I r x 1��(�'�TyyM Reviewed By C J - - - - - - - - - - - - - - - - - - Date: l Property Address/ Location of Construction Work: — — — — — — — — — — — �' — — — Z ! 33 S 1\141 lvi ?..0to Approved for processing Building Permit. — — Stormwater Control Plan Not Required. ael ��1 _ ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 1 OF SD�jyolo i Town Hall Annex Telephone(631)765-1802 I 54375 Main Road (631)765-950 P.O.Box 1179 G Q roger.richert(ifown.soutJ�ol .nV.us Southold,NY 11971-0959 Q YO �y�OUHi'l,�c� I • BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 0 I Company Name: 1, L Twe. Name: DQ i n r uS License No.: .3 Address: (p l the L,g c2o er c� Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: Z a 0e- lL 11 1 S *Address: *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: ES NO Roug t Final *Do you need a Temp Certificate: YES/ NO Temp Information-(i needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I - *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION^ 82=Request for Inspection Form Jarski, John From: _Artie Ramanauskas <artiesfinishcarpentry@yahoo.com> Sent: Tuesday,July 11, 2017 6:28 PM To: Jarski,John Subject: Support Attachments: IMG_2848.JPG;ATT00001.txt Hi John, My name is Artie,from 25335 Main Rd. Orient, NY. I put support as my subject as you have asked previously,you can come anytime to inspect it. I am there every day for 8-513M.You can also call me anytime, my cell is 631-275-9322. 1 Bunch, Connie From: Bunch, Connie Sent: Thursday,August 10, 2017 1:58 PM To: Mark K. Schwartz(mksarchitect@optonline.net) Subject: Sellis, 25335 Route 25, Orient Hi Mark, The only thing we need to type the C/O is the truss placard—Type 5 F& R.The builder can install it and take pictures or call us for an inspection. Thanks Connie 1 r� SUFFOLK COUNTY DEPT OF LABOR. a LICENSING b CONSUMER AFFAIRS HOMEIMPROVEMENT J CONTRACTOR LICENSE 1 "CETIN METE 5 This certifies that the 811'"""E bearer Is duly OOBLE WORK HOME CONSTRUCTION INC 4 licensed by the County of Suffolk 08!24/2015 /yJ / 55738-H � �tlK�//R l6l�f! 08101/2017 i WC, r • P f i New York rk State Insulra>nlce Fund r WorkersCosnpensation c&DisaBilily 13eneflfs Specialists Since 1914 8 CORPORATE CENTER DR,2ND FSR,MELVILLE,NEW YORK 11747-3166 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A 474502382 ROBERT C MANGI AGENCY INC 152 MINEOLA BLVD UNIT A MINEOLA NY 11501 �i .�S� ., scan to Validate i POLICYHOLDER CERTIFICATE HOLDER DOSLE WORK HOME CONSTRUCTION INC. TOWN OF SOUTHOLD 409 N CENTRAL DR 54375 MAIN RD N MASSAPEQUA NY 11758 PO BOX 1179 SOUTHOLD NY 11971 i POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE ? HN MB 491395 07/18/2016 TO 07!18/2017 6/24/2017 { THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO, 2367 014-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL ED BELOW,OUT Di=00F NEW YORKA TO HE POLiCYHOLDER�S REGULAR I NEW YORK STATEN EMPLOYEES ONLY D, WITH RESPECT CAT �O OPERATIONS IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, 1 OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/AkMW.NYSIF.COM/CERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE + INSURED CORPORATION.RESIDENT I CETIN METE DOUBLE WORK HOME CONSTRUCTION INC ONE PERSON CORP O RIGHTS NOR COUPON THISCERTIFICATE IFIS ISSUED AS A MATTER OF THE CERTIFICATE HOLDER.INFORMATION THIS ERTIFIICATE�DOES CONFERS N T NINSURANCE AME , EXTEND OR TER f I THE COVERAGE AFFORDED BY THE POLICY. I � i t I , i j . I NEW YORK STATE INSURANCE FUNC I a DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER, 450381661 j !rw worl�ers' CER fIFIC#ATE Or INSURANCE COVERAGE t G®srnpeatsa Fort UNDER THE NYS DISABIL.IIT`! BENEFITS 1AV �aard PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier ' 1 f F�D�OEBLEE nd Address of Insured(use street address only) 1b.Business Telephone Number of insured ORK HOME CONSTRUCTION INC. 516-637-1717 1c.NYS unemployment insurance Employer Registration Number of insured TRAL DRIVE MASSAPEQUA NY 11758 1d,Federal Employer identification Number of Insured I or Social Security Number 474502382 f 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier { (Entity being listed as the Certificate Holder) 5hetterPoint life Insurance Company { TOWN OF SOUTHOLD 3b.Policy Number of Entity listed in box"1a": TOWN HALL ANNEX DBL469112 54375 MAIN RD 3c•Policy effective period: 07/18/2016 to 07/17/2018 PO BOX 1179 SOUTHOLD, NY 11971 I ' 4,Policy covers: All orthe employer's employees eligible under the New York Disability Benefits law i b. Only the following class or Classes of the employer's employees: 1 I I f 1 • C I Under penalty of pedury,I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as describeci above, Date Signed 5/24/2017By. j (Signature of insurance carrier's outhorized representative or NYS Licensed insurance Agent of that insurance carrier) t Telephone Number 516-829-$100 Title Chief Executive Officer j IMPORTANT:if box"4a"is checked,and this form Is signed by the insurance carrier's auttiori%ed representative or NYS Ukeensed Insurance Agent f of that carrier,this certificate is COMPLETE,Mail it directly t0 the certifloW holCl". i If box'0"is checked,this certificate 15 NOT COMPLETE for the purposes of section z2o.Subd.8 or the Disability Bsnofits Law. it must be mailed for completion to the Worker's compensation Board,DB Plans Aeceptonee unit 3zs state street,schenectady,NiY 173os. PART 2.To be completed by NYS Worker's Compensation Board (Only if box 'A " of Part 1 has been oheckEd) � State of New York + Worker's Compensation Board According to Information maintained by the NYS Worker's Compensatlon Board,the above-named employer hos complied with the NY5 Disability Benefits Law with rm-pect to all of hismer employees, j Date Signed BY -- (Signature of NY5 Worker's Compensation Board Employee) Telephone Number Title i Please Note:Only Insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. i DB•120.1 (9-•15) 05124/2017 11:39 The Robert C.Mangi Agency Inc. 0:A%)151M5M P.UUZIUU5 w. DOBLE-1 OP ID:DT �- CERTIFICATE OF LIABILITY INSURANCE 1 °A 086/231/2312001717 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTfFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW: THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDIT ONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,csrtain policies may require an endorsemont. A statement on this certificate does not confer rights to tho certlNcatG holder in lieu of such endorsements. PRCaU°CR hIAMS: T THE ROBERT MANGI AGENCY 7 2 MIINEOLA BLVVD- AGENCY INC NONE 516-29411072 we No 516-2844764 THE ROBERT MANNY GI AGENCY "F: "% & SURERS AFFORDING COVERAGE NAIC 4 , INSURER FIRST INSURANCE COMPANY 15326 INSURED DOBLE WORK HOME CONSTRUCTION YORK STATE INSURANCE FUND 36102 INC 409 N.CENTRAL DRIVE INSURERTERPOlNT LIFE INSURANCE 81434 N.MASSAPEQUA,NY 11768 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR 7He POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CER71F►GATE MAY 8E 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. - LTR TYPE OF INSURANCE q POLICYNUMBER 0.1Mff7D tF MIdroD ExP LIMITS i A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,00 CLAlMS_IADE M OCCUR X ART501284901 0711412016 07114/2017 pR61a1�E4 ,a s 50,00 MED EXP(Airy 0110;0=11) 16 5,00 I PER60NAL&ADV INJURY S 1,000,00 GEML AGGREGATE UMrr APPLIES PER: GENERAL AGGREGATE S 2,000,00 X POLICY EIJECT ❑LOC PRODUCTS•COMPIOP AGO S 2,000,0001 S OTHER: AUTOMOBILE LIABILITY COMBINED�ocidISINGLE MIT y BODILY INJURY(Per parson) S ANY AIJTO AU OVA IED SCHEOULED SOOR,Y INJURY(PST aoddanU S { AUT013 AUTOS EO PR PERTY DaMr10E S HIRED AUT08 AUTOS Par aeaCant s i UMBRELLA LIAR OCCUR EACti OCCURRENCE S EXCESS CLAIMS-MADS AGGREGATC 5 DED RETENTION S 6 WORKERS wwriNSATION X STATUTE ER AND M LDYERS LIA13lUTY 100 000 B ANY PROPRIEYORlPARTNERIE%ECUTIVE Y l� E.L.EACH ACCIDENT S s OFFICERIMEMBERE(CLUDED? NIA H23670144 07118/2016 07118120170000( { (Man . In ) E.L.EDISEASE•Fr4 EMPLOYE S If yac,do:o ibo under E L OISFASE-POLICY LIMB 6 500.001 DrSCRIPTION OF—F;RATIDNS be!aw ! C DISABILITY D469112 0711812015 07/1712017 MAX WEEKLY 25 1 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICWr,(ACORD 101,AddltIonal ReMado SeWule,may be attached U mora spaoo Is rogmrod) TOWN OF SOUTHOLD INCLUDED AS ADDITIONAL.INSURED i , } j CERTIFICATE HOLDER CANCELLATION i • i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE MLL BE DELIVERED IA ACCORDANCE WITH THE POLICY PROVISIONS. TOWN 01=SOUTHOLD TOWN HALL ANNEX AUUORIZED REPPX2nyATwE 54375 MAIN RD �jj PO BOX 1179 ./6 '� � ! oUTHOLD,NY 11971 ®1988-2014 ACORD CORPORATION. All rights reserved ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD REVISIONS -7 'pi. DAI FEE -7 N0 Y P U LD,7 RETAIN STORM WATER RUNOFF 765-18r2 8 ,'V;", 4 PURSUANT TO CHAPTER 23)6 OF THE TOWN CODE, FOR. POI-i"ic-711) 7- 2. Pt,'DU"�'Jl - FRAM,��'G �` 01 3. 1'%'�SULATIC'N' • 2.39; . 4. FI�,AL 0 0 2E COMPLETE '-,-)1R, C."'. ALL CO11,13Tji11iCT;0-"4 THE REQUIREME--'147.1`3 OF THE CODES OF NIE4A1 YORK STATE, tJOT REo( POij3115LE FOR DFS1i %_1 GN OR CO,'�JGTf)UCTION ERRORS. 0 S ) !E cn 03'4411 C) 3( 0 "Y' u 3� TO��--N CCDDEZE N IL Lr) AS FlEoLiffS" EXT ROOF(REPLACE) SHED ST"' ST FLOOR -7 Cn rZ C5 ASPHALT DRIVEWAY ITS D ............... U b 06 CN we 63 n CL O 00 OCCUPANCY OR ci USSr- IS UNL zz AkfifFUL EXISTINGWITHOUT CERTIFICATE 2STORy FRAMED OI- r' OCCUPANCY HOUSE 22t ROOF(REPLACE) EXISTING X%R I"IST.FLOOR z Tnu3s PaICARD".G 11EQUMED de z 0 z Lu A H Uo 0 r- 0 0 b Lo sO Ar c lei N 28025'401' W 231.28 SITE PLAN ® - AAP .q �' w I-of SCALE: 1" 20 STORM WATER MANAGEMENT DETAILS 0 NEW ROOF AREA:970 SO.FT. N.T.S. < AT 100%WATER RUNOFF:162 CU.FT. 0 PROVIDE(1)8'DIA.X 4-DEEP ORYWELLS SITE DATA: SCTM # 1000-18-03-13 W W z DRYWELL CAPACITY.169 CU.Fr. DESCRIPTION: AREA: LOT COVERAGE: EXCAVATE: FILL: Z W • OGEE GUTTER STANDARD S" PROPERTY: 33013.8 SQ.FT. 0.76 AC. Lo NOTES, cy) 1).E)T:amoN: - m 0 A).DO NOT BEGIN INUNTIL SUBSTRATES HAVE BM ESTIMATED AREA OF PROPERLY PREPARED. �-4 Lo 2).PREPARATION: GROUND DISTURBANCE: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 0).PREPARE SURFACES USINGETHOOS RECOMMENDED BY THE MANUFACTURE FOR M 7 ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. HOUSE: 1750.8 SQ.FT. 5.30/6 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH MA HANDBOOK AND THE DRAWINGS 1).GUTTER TO BE PITCHED TOWARDS LEADER I^TO 2'FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT)DINTS. a).COPPER I LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SUP JOINT SHED: 120 SQ.FT. 0.4D/o CONNECTORS. 3).CONNECTDOWNSPOUTS To STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. DRAWN: MH MS DRY WELLS TO BE 10'MIN. 4).PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. SCALE: 1/4"=I'-O" 13�TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. PROPOSED DRYV)ELLS: (1)8'dia,4'deep 5 CU.YD. 2 CU.YD. JOB#: C). 0u n May 10,2017 SHEET NUMBER: TOTAL: 1870.8 SQ.FT. 9.3% 5 CU.YD. 2 CU.YD. MEETS&BOUNDS BY: ROSERICK VAN TOYL SURVEY DATE: 8/2/19 REVISIONS DD- D _ D o - -o - 00 00 000 o' o N Ll � o unW zt o� - o - -o oL FRONT ELEVATION H SCALE: 1/4" = P �3 H � H =E=)=( 0w cw a W Y Q O O � w z z ® ® Hillz H w L � coo w , S0 An ' I I I I IYT� '✓r`4 tN SC Sit, DRAWN: MH/MS j' `s � " SCALE: 1/4"=I'-O" RIGHT ELEVATION - �-k JOB#: 10,2017 i'�1 (�' SCALE. 1/4" = 1' May SHEET NUMBER: REVISIONS - o 00 - Of 70 C� - O_ 7D 0 N N U 0 � w CQ � ti "Ji J L.I -----------j H. I PI�11 I TLTI REAR ELEVATION SCALE: 1/4" = 1' w z AO Q d � � W 0 o a 0 0 �oo - c�o �or� - 0� moo r�o - 0 � w z z F: W LOW co 0 _ V1 As, IN s DRAWN: MH/MS SCALE: 1/4"=1'-0" � ►� ++ ' '�M' r" JOB#: QMay 017 LEFT ELEVATION SHEET NUMBER: � SCALE: 1/4" = 1' � � REVISIONS mink 0 OCJ r (2)2X12 OVER EX.PLAT.BY G.C. / \ - -(2)11-7/8 ML w/1/2"STEEL GIRDER ALT.: (4)14"ML) (2)2X12 OVER EX.PLAT.BY G.C. NEW(2)2X8 COLLAR TIE @48"OC_ ui N EXIST. BEDROOM No. 1 M X CATHEDRAL CEILING PATIO _ _ _ _ _ ________________ U N Lo BUILT UP WALL w PROPOSED ROOF OVER =_______'_"'""_"_____________'_""' N1 �1 m (SEE SECTION 6-B) N EXISTING PATIO m NEW(2)2X8 COLLAR TIE @48"OC 6 —10 viF 9 —0'VIF 8 — )' IF wsTALLex6ACQPOST, -- (3)1-3/4X12MLINSTALLED BOX IN w/AZEK. BY CONTRACTOR (2) X12 OVER NEW WALL BY G.C. FOOTING TO BE -�, x3, Z,WX,,, �. NEW LAUNDRY/ MUD ROOM - --��-'---' 4-- - ------ - -------i- `-��---- -tl---'-1----- - FORMER GARAGE --- -------- ------ ---- CATHEDRAL CEILING a -o o- BUILT UP WALL (SEE SECTION B-9) } NEW(2)2X8 COLLAR TIE @48-OC m � Z a 0 O EXIST. EXIST. KITCHEN I W ----- T-2"CLG.HT. H > BATH N 7'-4"CLG.HT. C? (2)2X12 OVER EX.PLAT.BY G.C. z --------------------------------------- --- H C EXIST. SUN ROOM i i Q O CATHEDRAL CEILING I 1 Q w --------------------------------------------- F-+ - - - - - - - - - - - - - z - - - - - - - - - - - - - - - - � rr H EXIST. LIVING ROOM EXIST. DINING ROOM 7'-4"CLG.HT. 7'-4"CLG.HT. V Y II �D Q O} II O o W II II z Z Q Z 2 W f� co c 1ST. FLOOR PLAN w CN g -if- 1��l 17 SCALE: 1/4" = 1' r' bid sc DRAWN: MH/MS s* SCALE: I/4"=1'-0" ye O�y JOB#: ��Y "Cz33 may^ May 10,2017 01` Nell, SHEET NUMBER: REVISIONS 0 0 0 •-------- -------- --------+ 1 ------- ----------------- ------- 1 11 1I II 11 11 11 11 w 11 1 1 G I t N " N 1 1 d, 1 1 1 1 1 1 117 11 11 N a M M NEW ROOF ABOVE 1 ' EX.BEDROOM m ii < CHANGED i U N 2 00 m (SEE SECT ON B-B) -' N 1 1 ' O G M 1 1 N w U ti 1 1 lJ n' 1 1 1 11 tT 0 11 1 11 11 N J II 11 11 � NEW ROOF ABOVE o EX.GARAGE w CHANGED w " NEW(EXTENDED)DORMER w/WINDOWS INSTALLED BY CONTRACTOR m (SEE SECTION A-A) 11 11 I1 ________ ________ ___.._-__ 6'-7"PLT.HT. 11 11 � 11 11 11 11 11 EXIST. BATH L ------------------------------ 1 1 I ----------------------------------- � � CATHEDRAL CEILING N CRICKET v 11 E 11 ? 11 N tY 11 tl �1 1 11 ,V 1 1 1 1 ^ 1 1 11 d, 1 1 O 11 11 �i 1 1 ± 1 ^ O1 11 Q w 1 1 I 1 I 1 1 1 1 I 1 I 1 I 1 I I I I 1 1 ^ 1 1 1 I 1 I I 1 I t 1 I I I I 1 1 I I 1 1 1 1 1 1 I 1 1 I 1 I 1 1 I I I 1 I I 1 I I t I 1 1 1 1 I I E I I 1 1 1 1 1 I I I I 1 1 I 1 1 I I I I .,111 M o. I EXIS _ ; T., BIEDROQyI No. 2 i CATHEDRAL CEILING CWTI+iEDRAL CEILING 1 I 1 1 I I 1 1 I I 1 1 1 I 1 I I I 1 1 I I I 1 I I I I 1 1 1 1 1 I 1 I I 1 I I 1 I I I 1 1 1 1 I 1 1 I 1 1 I 1 1 1 I I 1 1 1 I I I I 1 1 1 I 1 1 I I 1 I 1 t 1 I 1 I I 1 I 1 I I 1 1 11 It - II 1 1 1 1 1 1 11 H 1 1 ' ---------------------------------------------- ' --------------------------------------------- O Q � - ---- ---------- ------------------------- ------------------- - C ----------------- Z ------ ----------- - - - Z Q ~ H W Lo ---------------------------------------------------------------------------------------------------------- M O W N A 2ND. FLOOR PLAN � �" �y SCALE: 1/4" - P �N; WN:D 4 RA MH MS t k' ^' 1,• � SCALE: 1/4"=1'-0" JOB#: May 10,2017 T SHEET NUMBER: REVISIONS 12 ADD(1)9-1/2 ML 6 _ 1-3/4X9-1/2 (TOTAL 3) ML RIDGE NOTE: MIN.(3)2X4 POSTS 2X8 RR X6 16 C 12 TO SUPPORT BEAMS O (2)1-3/4X9-1/2 ML 14 @� (EXISTING) NEW(4)3/8"dia.THRU-BOLTS w/WASHERS @ EACH END _' _ �e oO 0, NEW DBL. 2X8(EA.SIDE OF RR) @48"O 0 ` o INSTALL 5/8"SHEATHING (D ,, ADDED WALL ALL NTERIOR WALLS AT t PROPOSED BY G.C. GARAGE.OVERLAP EXISTING WALL WITH NEW WALL ROOF (2'EACH SIDE AT PLATES) 2X8 RR @16NpC NEW SIMPSON H2A STRAP NEW SIMPSON H2A STRAP TO BE INSTALLED AT EACH STUD ❑ TO BE INSTALLED AT EACH STUD o 2X6 C1 16"OC N H (2)11-7/8 ML w/ " 1/2"STEEL PLATEW4 *_j M ti NEW LAUNDRY/ MUD ROOMu Oa m '� \ SUBFLOOR OVER O M ® 2X6 @16"OCLl ",:V, U 6X6 ACQ POST 0 z 4 CROSS SECTION CROSS SECTION �; _ '>,.� O CONC.FOOTING: ' I T WIDE X]'LONG _ SCALE: 1/4" = 1 SCALE: 1/4„ — 1 a' PRESCRIPTIVE DESIGN PER 8402, 2015 IECC: E--I FLOOR SPACE R30 CEILING 49 R-VALUE R-VALUE: *EXCEPTION FLOORS: FENESTRATION IF FRAMING MEMBER IS R19 U-FACTOR: 0.30 O TOO SMALL GLAZED ~ U SLAB(HEATED)(2'PERIMIETER): RIO FENESTRATION NR SHCR: Q C/) FRAMED WALL R20 SKYLIGHT 0.55 O R-VALUE: U-FACTOR: 0 H U BASEMENT WALL (CONDITIONED SPACE) 15/19 R-VALUE: AS REQUIRED FOR ALL ALTERATIONS 1-3/09-1/2 12 ML RIDGE rr 2” rl �"1 r 2X6 16' NOTE: I'll/ ® r ®/ itO 1 ® �r / �r 12 (2)1-3/4X9-1/2 ML fXP MI SUPPORT BEAMS 14 I,(, FASTENER TYPE: SPACING: NEW DBL. 2X8(EA.SIDE OF RR) @48"OC 2h.EMBEDMENT LENGTH ` \&ASED ANCHOR LEN 16'OC ` " 'No 10WOODiOtEWS NEW(4)3/8"dia.THRU-BOLTS INSTALLERS"SHEATHINGALL INTERIOR WALLS AT BASEDANawRw, 16.00 \ ` \ W/WASHERS @ EACH END 1 t GARAGE.OVERLAP EXISTING ADDED WALL V 1 O 2N.EMBEDMENT LENGTH ( I I I:I ' I 1/4m.do.IAGS(REw I I I I ( I WALL WITH NEW WALL Y G.C. BASED ANCHOR WITH 1VOC I I I j ( j ( ( 2'EACH SIDE AT PLATES @Q } 2M,EMBEDMENT LENGTH _ NEW SIMPSON H2A STRAP NEW SIMPSON H2A STRAP O 0 W 7H'APA PIYwoOD / I I I i SIRATHING TO BE INSTALLED AT EACH STUD TO BE INSTALLED AT EACH STUD W II / 11 SJ2'APA RATED SHEATHING / 1 I E PLYWOOD (�TERNATIVNE:7/16'O.S.B.) ® 12'APA RATED SHE1THiNG I I 1 1 } �1 I I JTERNAMVE.7/16'O.S.B.) II EX. BEDROOM No. 1 H w ► , � � MMS FASTENERTYPE SPACING: I' I ; I , / , ,� 1 j ,/ ( j ,/ I L0 o 1X4 TUF s I CA' BASED ANCHOR WITH ILP OC ENDS , N WINDOW SILL tin.EMBEDMENT LENGTH TYPICAL WINDOW OPENING N IDW000SOE1N5BASE �R WITH PANEL SPAN EQUAL OR SMALLER 2A..EMBEDMENT LING _,OC lTi THAN 4 FEET 1/41n.&.IAcsrnEw I II I j I I ' j BASED ANCHOR WITH I6'OC 21D.EMBEDMENT LEIIGTH TYPICAL DOOR OPENING ' PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASiE71FJkTYPE. SPACING. 1.2X4DFR2STUDSCONNEC7ED No BWOOD-SCREW Sp ' AND EQUAL OR SMALLER TOGETHER WITHSTAINLEsssTEEL BASED AN,cHDRwmI roc C t THAN 6 FEET ��p r�Q�"� A,EMBEDMENT LENGTH t 1IE.1 SIC `A to W(CHOR WITH 17 DRAWN: MH/MS TYPICAL MULTIPLE OPENINGS �BE LENGTH '°C ; y PANEL SPAN GREATER THAN 6 FEET L � �� n_ I n 61 }B., �� SCALE: 1/4 —1-0 1/4m.da.IAGSCREW ./l . AND EQUAL F SMALLER BASEDAN�aoRwml 16'oc nl. T'tsN THAN 8 FEET nB.EMBEDMEN LEND H ti,,, JOB#: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL CROSS SECTION E �, � May 10,2017 AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) , " SHEET NUMBER: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16• SCALE: 1/4" - 1' �'IRS �`� AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ���,a COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. «�¢,Y OF h3 � ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. .•' HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD 0 BOTTOM LAT 0 RIDGE LEDGER BATHTUB �°o o°� HEADER DOUBLE JOIST O 0 SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. �o 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go, STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ~ THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC '� N WALL STUD V THROUGH-ROOF EXHAUST a VENTS SELECTED AND (� m ~ r-1 LOCATED BY CONTRACTOR METAL STRAP VENTILATION CHANNEL U -�+ °� W RIM BOARD AS REQUIRED ti RAFTER � SILL PLATE(S) RAFTERS MAINTAIN cry n • • , • • VENTILATION WOOD JOIST ~ U FOUNDATION ' TOP PLATE BLOCKING �- • - - - 2x4 LEDGER BLOCKING d 2x4 SOFFIT JOIST 0 STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL FR PROVIDED WITH A FASCIA a, MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4.0" O.C. �i SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - B" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ' RESISTANT METAL MESH WITH MESH Ap CONTIN. SOFFIT/ EXT, PLYWOOD ON ALL OPENINGS i� OPENINGS OF 1/4 INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS "RT IO" R - 6AFER 10 10-3/4 x 18ga. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS 4"/ ���� EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER L ON ALL OPENINGS C� 2ND. FLO i ' RAFTER ` H � W [4 j Z WOOD JOIST O z M��I-•I O TOP PLATE GIRDER/HEADER �^ H 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD E•-'I FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION C/3 INSTALL 4'0" O.C. �l z 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Fri Q ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS M 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS w ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD ' �- SILL GASKET j r _ I TYP. CONC. FOUNDATION n CONC. SLAB 6 MIL. POLY DAMPPROOF EXTERIOR • - V3 r GRANULAR FILL 6MIL POLY ON EXTERIOR �' ' 4 � ' •• � 1•p ,• � .. � %` • Y STEEL COLUMN A ^ � � CONC. SLAB C I � •p ° •�•a , `� r v ANCHOR BOLT EMBEDMENT: // 1 •f,° C A 1•p POURED CONCRETE: 7" �% w p V COMPACT FILL :° r BLOCK WALL: 15" �, Y • C p w , KEYWAY FOOTING o Y / CONC. FTG. • • USE WTH 3x3 SQUARE WASHERS O r, a , L�'O c• p � '4 a'p . L>. • ;O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �� Q p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT O DRAIN TILE d • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING _ SILL PLATE TO FOUNDATION1 STORY 72" OC z Z CRAWL SPACE R FOUNDATION) TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION2 STORIES 36" OC Q Z WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) c WALL BOTTOM PLATE TO FOUNDATION OC r"1 G w L -2 STORIES 57"AB-ON-GRADE)RADE 1 Lo EE chi O I r-SUB FLOOR r� N CONC. SLAB DOOR FRAME W 6X6 10/10 WWM COMPACT FILL 1 DOORGE JOIST 1 USE 2X8 STEEL BEAM I FOR BLOCKOUT •' 4" SLAB P.T. PLATE l W/ 6X6 WMM � SLOPE ,, c-•„�� `,� 1 • ° 7 1 2" 4"DRIVEWAY --�Il, (WTH AJAILING PLADEUIFTNEEDED) Cb'"`4W �d NOTCH HEIGHT• ' ' ••t a• • • • •• a• :• •• • • TO B E APROX. 1/2" OR HIGHER THAN ,{ j S�'7 " • s__ _ r__ ' S n'•p p O e 4 • • STEEL BEAM TO ALLOW FOR SHRINKAGE Jl. A Q _a_ , , , r. • ° o ° • ' • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" p ii�t•p 6X6 W.W.M. Q a- - Q �•sD C�11 • C • °.• A•.p �0 `""' ��� 1, DRAWN: MH/MS MIN. 6jLD aD a �.p `1.p /)• a �_ p p "p :w� (�Sd g *:: 1a •• n REINFORCING BAR : �, °D s a a °a II-11 • #- w, •D ► REINFORCING BAR SCALE: 1/4°=1�-0° DRAIN TILE � s �I G - 1T,, e,• c o ©.--^� { r I fir' 1 JOB#: 12" ° �. �1• �• ° ST EAM '-S,•••4:�n t ... +� = May 10,2017 s ! • PLALTED TO BEAM : ° ) SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WTH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • • � ��� �a�1q �A REINFORCE FOOTING WTH 2 4 REINFORCING BARS. fQ L GARAGE DOOR BLOCKOUT O Wyk. REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC IAP NAIL shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES ° sound and a weatherproof completed product. P� CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 33b.When wall studs above do not fall in line with studs below,the should be adhered to even if In variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING 40 (DO NOT SCALE DRAWINGS). 4}.WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ( ) First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRA{LS ANY DIRECTION 200 QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE FOOT SEE NOTE:1 ty �l anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ROOF-FOUNDATION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE 4-16d COMMONDETAIL PAGE&GENERAL NOTE PAGE �. INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE U Zc Ln EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE00 or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMO O.C. NAIL Sym.: rn C) n attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. x o FACE O.C. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16" SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. r, such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL u ti M in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO TRUSS DESIGN NA-STANDARD STICK FRAME CONSTRUCTION PER 2x4 STUD END � 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: o FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. 11 YES - P� y TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: � Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3.5. BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO JOIST 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 Q' 9).CATHEDRAL CEILING ASSEMBLY: END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS) �y SILL OR TOP PLATE BLOCK NAIL to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMO INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD "v 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge W 4"O C 4"O8d COMMON @ .C. SEE NOTES:1,3 � d COMMON @ . O along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES Z JOIST ON LEDGER PER TOE ,.Z 7).Dam roof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: 3-8d COMMON ) PP g P TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ~ N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMO 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, /~1 g g TO JOIST JOIST NAIL BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. F-+ FRAMING NOTES g For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL [-� Z Edition Wood Framing Construction Manual. Use a minimum t/2"dia x s long anchor bolt with washers and nuts.concrete Footings f Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For H 0 below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.$ framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QT, SPACING SEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 $d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7" O.C.EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD 5d COOLERS 1 " O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY- SPACING 5).All flush beams headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shalt be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMO AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall PLUMBING NOTES PANELS WFCMO.C.EDC be used. rT, anchors where applicable to all connecting joists. w 7/16"OSB 3"O.C.EDGE 6d COMMO 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be Installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with rn Y Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD I 5d COOLERS 10"O.0.FIELD 0 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. O }- other access openings unless otherwise noted(typical). FLOOR SHEATHING: O 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION NAI SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Z state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Z where applicable unless otherwise noted. STRUCTURAL PANELS 18d COMMO ,6"O.C.EDGE 2 z(- HVAC SYSTEM NOTES 1"OR LESS 2"O.C.FIELD 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Section R602.8-FIREBLOCKING REQUIRED W under all bearing walls. IX 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES' Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal} and to form an effective fire barrier between stories,and between a top story and the roof space. �,.� M requirements. Fireblockin shall be provided in wood-frame construction in the following locations. 1 V) O 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY 70 BE REFERRED TO IF g P g �{ needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY, I-, N 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor w equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing P g CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed V 1 Contractor and owner for final review and approval. Is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs.,,; 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structurals� A(1�`, �+ adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, i c°*;,v� ' over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path, drop ceilings and cove ceilings. �` Cyd 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces U ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shalt comply I with Section R314.8,N.Y.S.Residential Code. E° e DRAWN: MH/MS P PY to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. "� ' "= , " 3).Al!electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of SCALE: I/4 -I-0 P p g P S i•. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION: flame and products of combustion. 'w�"' I. JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 ,• torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR (1 4 May 10,2017 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. �,� �„ Z3g SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. °�, y ®F t4- be installed with a foam silt gasket and cop-r-sex termite shield or approved equal. - 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' DENSITY(PER ASTM D 6AND ASTM D ORT COMPACT THE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY As SOIL AT 12"LIFTS(TYPICAL). ).CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. REVISIONS 7-1 0 C�25 O°o o°QO 0 (2)2X12 OVER EX.PLAT.BY G.C. i, S i CX235 2)11-7/8 ML w/1/2"STEEL GIRDER(ALT.:(4) 14"ML) (2)2X12 OVER EX.PLAT.BY G.C. -- NEW(2)2X8 COLLAR TIE @48"OC a O = EXIST. BEDROOM No. 1 M X CATHEDRAL CEILING PATIO __________________ ______ U ' N BUILT UP WALL C9vs PROPOSED ROVER .� m M OOF N (SEE SECTION B-B) >< N EXISTING PATIOCN G NEW(2)2X8 COLLAR TIE @48"OC �0 00 6 -10 VIF 9 -0' VIF 8 -0 VIF - m AL 6x6ACQPo E: (3)1-3/4X12MLINSTALLED S (2) X12 OVER NEW WALL BY G.C. Poosrs TINGTO ADo E is°dfa x a' - -- - I - — U � _BY CONTRACTOR_LA- NEW LAUNDRY/ MUD ROOM _ --_____-- _ ---- - FORMER GARAGE c ---- ---------- '--"-- Ir--------- - CATHEDRAL CEILING 0 o BUILT UP WALL O� _ (SEE SECTION B-B)-===_______ NEW(2)2X8 COLLAR TIE @48-OC m 0 x 0 O EXIST. EXIST. KITCHEN W o ----- T-2"CLG.HT. > BATH F -=============================== N 7'-4"CLG.HT. loo N 00 (2)2X12 OVER EX.PLAT.BY G.C. CX25 ---------------------------------------- ---- EXIST. SUN ROOM CATHEDRAL CEILING ---------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - � N EXIST. LIVING ROOM EXIST. DINING ROOM 7'-4"CLG.HT. 7'-4"CLG.HT. II II II II 1ST. FLOOR PLAN �� SCALE: 1/4" = 1' , Afy l t DRAWN: MH/MS SCALE: 1/4"=I'_O„ AUG 8 2017 JOB#:�so��F � , � ��' August os,2017 �•� 3 SHEET NUMBER: BUILI��'1i i G DSP T. --.:i�.K*� TOWN OF 50UTHOLD ��.. REVISIONS �JC7 DO O DO o D - D DD - � O - D� 00 o°QV D N a M ALPOL ` TRELLIS v Z UP ® O o r DD � a O 117.1---1.1411 1111 111111 1111 . 11 1 1' 11 L - CO 77.77 D o rri FRONT ELEVATION SCALE: 1/4" = V �3 C) � z ]#Ff -t7H w as Y • o 0 0o w co • � W N DRAWN:`MH/MS r y - f RIGHT ELEVATION w _ SCALE: 1/4"=1'-0" i d^ /®� JOB#: y � �, i�C233� r June 10,2017 SCALE: 1/4�� 1' a� O� NSHEET NUMBER: L�:�'��:1`tTt.i ��tiTi�T►�� REVISIONS DCl 0 Fla 00 F-1 o ti N a _ nI I hl I ni I n I nI I hl Ini Inl x ALPOL ALPOL 0 TRELLIS ' TRELLIS O o � i ■ U a s W ��y tmc 'Z y ' O IL REAR ELEVATION SCALE: 1/4" = 1' 46 Z wcn Q d � Q � w 000 w 00 � as 0IT=0 _ o 00 - - 00 00 00 00 - Q O o w H w "' it u') O � N a Off -' ot q N SC A 777777 V�":�"e DRAWN: MH/MS p SCALE: 1/4"=1'-0" JOB#: ?,��, q ��� ;' June 10,2017 LEFT ELEVATION �� x33, SHEET NUMBER: OF N : SCALE. 1/4 1 A-2 iz zrrii,,cry r �fLi�T r REVISIONS 0 C�25 ©O 00 (2)2X12 OVER EX.PLAT.BY G.C. - - CX235 2)11!-7/8 ML,,/1/2"STEEL GIRDER(ALT.:(4)14"ML) (2)2X12 OVER EX.PLAT.BY G.C. NEW(2)2X8 COLLAR TIE @48-OC- Lu `O N EXIST. BEDROOM No. 1 �C N CATHEDRAL CEILING ° PATIO U BUILT UP WALL PROPOSED ROOF OVER ---------------------"'------' N �--7 m M (SEE SECTION B-B) > N EXISTING PATIO rn Q NEW(2)2X8 COLLAR TIE @48-OC = s U o z U o cp 6 -10 IF 3 —0'VIF 8"-0 VIF .� SYo° 'T ALL6X6ACQPOsT,BOXINw E (3)1-3/4X12 ML INSTALLED F OTING TO BE 2'w X 1'I X 3' BY CONTRACTOR U M (2) X12 OVER NEW WALL BY G.C. Posrs;ADD(2)5/8"STEEL P NEW LAUNDRY/MUD ROOM —� - - --LJ-'---"-'-'j-- -i'--------- - -------i- 4- t�- - ----- FORMER GARAGE ---- ---------- ------ ------- --' CATHEDRAL CEILING BUILT UPWALL ® (SEE SECTION B-B) _ NEW(2)2X8 COLLAR TIE @48-OC m ui i Z a OEXIST. KITCHEN 8 EXIST. ------ T-2"CLG.HT. t; > BATH 7'-4"CLG.HT. 2 loo N 48 0 ------------------ V� z (2)2X11 OVER EX.PLAT.BY G.C. 1 ---------------------------------------- ---- CX25 h�-I EXIST. SUN ROOM CATHEDRAL CEILING --------------------------------------------- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- — — _ _ _ _ _ _ _ _ _ — -- — — — _ _ _ _ cn - - - - - - _ _ .... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ z _ _ - - - _ _ _ _ _ - - - - - - a —4 EXIST. LIVING ROOM _ ______ EXIST. DINING ROOM 7'-4"CLG.HT. 7'-4"CLG.HT. • w Y II Q 0 II 0 o 11 W W II z z a � -- w t� "' � -O - M N O - 0 1ST. FLOOR PLAN w - - - 11- SCALE: 1/4" = V L7 qC'o /i' IN SC,S, Tr? , DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: AP June 10,2017 SHEET NUMBER. A�3 1�.aimriri17m rP�,rrile,,El REVISIONS i 00 o°QO • C2 1 1 1 1 11 11 11 ui 11 11 11 C2 1 1 00 11 n 11 1 1 1 1 � ►►� M h �.- NEW ROOF ABOVE g ; ; ; v EX.BEDROOM w ' ' t 1 p i CHANGEDJ i i ; °G ' ' '� obi I:o L-3 w (SEE SECT ON B-B) 1 I m N 1 1 ; ; 1 1 V pr Jr rN' 1 1 � 1'11 1 1 p 1 1 I 1 1 NEW ROOF ABOVE " 00 ' ' ' �E EX.GARAGE i w CHANGED w " 1 I 1 NEW(EXTENDED)DORMER w/WINDOWS INSTALLED BY CONTRACTOR co (SEE SECTION A-A) m i J 1 1 1 1 ------------------ --------- -------- 6'-7'PLT.HT. .�- 1 1 � a, 1 1 " 1 1 1 ' L tl EXIST. BATH I ------------------------------ II 1 1 --"--'--"--'-"---"-----"-"---""""-- CATHEDRAL CEILING N CRICKET 11 E 11 N 11 11 J 11 � Z 11 II ' t O 1 1 1 1 O -CZ- ===== ======= Q w 1 1 I I I I 1 1 I I I I I 1 1 I I 1 1 I I I ^ 1 1 t I I I I I I I I I 1 I I I 1 I I I 1 I f�7-•11 I I 1 1 1 I 1 II I I I t I 1 1 1 1 I I N 1 1 1 1 1 I I 1 1 I 1 1 I I I I 1 I 1 1 1 1 1 1 I I 1 1 1 I I I I 1 I 1 I I I 1 I I I I O 1 1 1 I 1 I I I 1 I I I I I I I I I I I I I 0 N 1 1 I I 1 1 1 I 1 I I I I I 1 I I I 1 1 1 1 O^ W ;EXIST.'BEDROOM No. 3; ; _ ce CATHEDRAL CEILING ' ' I I _ t I EXIST, B,EDROQP!/l No. 1 p w 1 1 1 1 I I 1 1 1 I 1 1 I I 1 I CATNiEDRAL CEILING 1 1 I I I t 1 f I I I 1 1 I 1 I I 1 1 I I 1 1 1 I 1 I 1 1 1 1 I 1 1 1 I 1 I 1 1 I 1 1 I 11 11 1 1 1 1 11 C -- 1 1 11 H 1 , 11 -- 11 1 ---------------------------------------------- Q O ------------------ ------------------------------------------- ------------------- o W Z V1 Q z Lo H � W --------------------------------------------------------------------------------------------------------- M O W N V 1 2ND. FLOOR PLAN � r_0 A r4 . SCALE: 1/4" = 1' DRAWN: MH/MS SCALE: 1/4"=1'-0" 5 k Af jr JOB#: June 10,2017 C NO. SHEET NUMBER: 1�. r tai'R., `v,Lr,,E,'14�*11v'r REVISIONS 12 ADD(1)9-1/2 ML 6 1-3/4X11-7/8 (TOTAL 3) ML RIDGE NOTE: MIN.(3)2X4 POSTS 2X8 RR X6 16"OC 12 TO SUPPORT BEAMS @l6"pC L r0 (2)1-3/4X9-1/2 ML 10 (EXISTING) 14 NEW(4)3/8"dia.THRU-BOLTS ` w/WASHERS @ EACH END _ _ o NEW DBL. 2X8(EA.SIDE OF RR)@48"OC Oo -0 ADDED WALL 1 + PROPOSED BY G.C. ROOF 2X8 RR @16"pC NEW SIMPSON H2A STRAP NEW SIMPSON H2A STRAP ' TO BE INSTALLED AT EACH STUD TO BE INSTALLED AT EACH STUD o 2X6 CJ 16"OC TV (2)11-7/8 ML w/ U ALTERNATIVE TO NO POSTS; I/2"STEEL PLATE ADD(2)5/8"STEEL PLATES 5/8"THRU-BOLT,STAGGERED NEW LAUNDRY/ MUD ROOM z @16'« + .Y U cZ Ln N -4 W \ SUBFLOOR OVER O M 2X6 @16'OC y �U ; � N� m X6 ACQ POST o z o �� - CROSS SECTION CONI.FOOTING: CROSS SECTION S = U; rf � 2'WIDE X 1'LONG SCALE: 1/4" V SCALE: 1/4" = V �� a PRESCRIPTIVE DESIGN PER 8402, 2015 IECC: a FLOOR SPACE R30 CEILING 49 R-VALUE R-VALUE: *EXCEPTION FLOORS: FENESTRATION T%] IF FRAMING MEMBER IS R19 U-FACTOR: 0.30 ZO TTOO SMALL GLAZED O U SLAB(HEATED)(2'PERIMIETER): RIO FENESTRATION NR SHCR: Q T/] con Q � FRAMED WALL R20 SKYLIGHT 0.55 Q, 0 R-VALUE: U-FACTOR: BASEMENT WALL a (CONDITIONED SPACE) 15/19 H R-VALUE: il AS REQUIRED FOR ALL ALTERATIONS 1-3/4X11-7/8 12 ML RIDGE z' 2. 2- ri 2X 16 NOTE: Of r 12MIN.(2)2X4 POSTS 1-3/4X9-1/2 ML fLP� TO SUPPORT BEAMS 14 FASTENER TYPE: SPACING. / 'I / `( ,' / ` ,' I ,� I — N",Bw00D-SCREW ( ��^ NEW DBL. 2X8(EA.SIDE Of RR) @48-OC r_, BASED ANCHOR WITH 16*OC w 2.n.EMBEDMENT LENGTH 11 I ( ^,,1 I ^ / NEW O /8"dia.THRU-BOLTS 0 ' /� M.10 WWDSCREWS ' 1 / 1 N G W 4 3 T/ 1 Y BASED ANOIDR WITH 16,OC 1 ti I ADDED WALL V M.EMBEDMENTIENGRI I / ll` w/WASHERS @EACH END 1 114M.dk.IAGSCRFW f I 1 i I I ( 1 BY G.C. O BASED ANCHOR WITH 16,OC 2h.EMBEDMENT LENGTH O O NEW SIMPSON H2A STRAP NEW SIMPSON H2A STRAP � I I 3/f"APA 0.YWOOD SI$A,HING TO BE INSTALLED AT EACH STUD TO BE INSTALLED AT EACH STUD Z 112•APA NATER SHEATHING I lr7116"0-16) ( `` GRADC 0.YWDOp 1 1 I (ALTERNATIVIVE: . ® 1/2•APA RATED SHEATHING GRADEPLYWOOD 1 GRADENATNNE:7116 O.S.B) 1 J ff JJ ll T� W to MO FASTENER TYPE: SPACING N"."WDDL-SCREW + ` 1 f j �4STW5 1 I b 1 �l ( EX. BEDROOM No. 1 N &SED ANCHOR WITH 10•a \ ® 1 WINDOW 9LL N1..EMBEDMENT FWS I V pi, y J f ( � I ` II 1 11 TYPICAL WINDOW OPENING BASED WOW-5 WIT14 PANEL SPAN EQUAL OR SMALLER z2 SEM ED ENT LENGTH Ira I i V 1 THAN 4 FEET Ll4m ft.LAGSCREW I ( II I I _ a�M BASED nNaoR WITH 16•a op tin.EMBEDMENT LENGTH — 11 Ii "VIDt TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLEPLYWOODASSEMBLIEs FASTENER TYPE: SPACING: fit, " 2-2X4 DMi2 STUDS CONNE-CIED 8, T, AND EQUAL OR SMALLER Tam Wrm STAINLESS STEM BASED ANCHOR WITH IP OC I ,INS THAN 6 FEET OR GALVINQED BOLTS W/WASHES WJTtiln.EMBEOMINT IFJ(IH AND D•o.c NR.10 WOOD-SCREWS �71ti�'�.• � DRAWN: MH MS MULTIPLE OPENINGS BAS '"°G��, PANEL SPAN GREATER THAN 6 FEET N SCALE: 1/4 EASE M LAGSCAEW Aj �—' O`+•r'n.,. +:}.4 AND EQUAL OR SMALLER 2M.EOANaENTLEN 16^a ���- * JOB#: THAN 8 FEET nn.EnBEDMENr LENGTH �i d . WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL CROSS SECTION � June 10,2017 AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) _ �S'AQ` SHEET NUMBER: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SCALE: 1/4n - 11 '2`233`� AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 0 Fr ' COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL N CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. A�S ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Irl u.rll r�i1!1,:1�T . REVISIONS D - fO - - o- - o - 00 000 u� InI I I d I n N --� ALPOL a w ` TRELLIS D U a � o r O fD ' O O Z/1 FRONT ELEVATION SCALE: 1/4" = V �3 H W 0 H C:8 H Q H o T � w �D W Y Q O c Z . � z P AY 3 1 2017 W L, W co0 rUILDING DEPT. N " TOWN OF SO�JTL�OLD co,��RED ' \ s r �a DRAWN: MH/MS * +�e N SCALE: 1/4"=1'-0" RIGHT ELEVATION - JOB#: N F�_ May l6,2017 SCALE: 1/4" = 1' 022339 y0 SHEET NUMBER: F N E`N REVISIONS o_ o o 0 �o 0 0` o0 TIE Li o N ALPOLALPOL 0 TRELLIS a TRELLIS U L-1 IJ I I LTLiT& I I hL' TIL,=., .� . .. .. I I I. I 1 11 1 1 11 1 1 1 1 11 77.77- REAR ELEVATION � SCALE: 1/4" = 1' Z w � O ao Q > 0o H 0 0 �D 00- oo- 00 - - o0 00 - Q o O � w I- -1FiI— z I ' ll YI I I 111 11111 11 � Q z H Lo L w V1 i - C4\ D qRc IN .t- 'v 'S� DRAWN: MH/MS SCALE: 1/4"=P-0" * : '; N JOB#: LEFT ELEVATION * May 16, NU N� .,�c�-� � SHEET NUMBER: SCALE: 1/4" = 1' 9�FpF3��c°� NE ._2 Lr�,l`i rriw,T, . '1"r.,4.1 T► � REVISIONS 0 Oo oO0 (2)2X12 OVER EX.PLAT.BY G.C. 2)11-7/8 ML w/1/2"STEEL GIRDER(A .:(4) 14"ML) (2)2X12 OVER EX.PLAT.BY G.C. NEW(2)2X8 COLLAR TIE @48-OC Q - O N = EXIST. BEDROOM No. 1 X CATHEDRAL CEILING c`' BUILT UP WALL V PROPOSED ROOF OVER __________________________________ �-7 m M cc NEW STOOP:5/4"DECKING N (SEE SECTION B-B) x EXISTING PATIO a. ' M N 2X6 ACQ @16"OC R, M " (2)2X6 ACQ GIRDER NEW(2)2X8 COLLAR TIE @48-OC (2)10"dia.CONC.PIER v y m Z tn 6 -10 VIF 9 -O'VIF 8 -0 VIF T BELOW GRADE p m 10 ALL 6X6 ACQ POS,BOX IN E -______ _____________ ___ _________ (3)1-3/ X12 ML INSTALLED ________________________ _________ U H F TING TO BE2'wXl'IX3' ro (2) X12 OVER NEW WALL BY G.C. POM.ADD I2)s/8"rrEEL P L BY ONTRACTOR ct � l I � NEW LAUNDRY/MUD ROOM --L'-'---"-'-`i-- -�--------- - -- ---i- -�� --- I-'---'-1----- FORMER GARAGE c0 a ` ---- -------'-- - --- -'-------- CATHEDRAL CEILING I -o BUILT UP WALL c} Eluo (SEE SECTION B-B) } NEW(2)2X8 COLLAR TIE @48-OC m ----- 5'-690 J Lu 1 � d O EXIST. EXIST. KITCHEN w ----- T-2"CLG.HT. )^ > BATH T — o N -4" ; CLG.HT. loo N O ------------------ z (2)2X12 OVER EX.PLAT.BY G.C. �-j ---------------------------------------- --- i---I Q EXIST. SUN ROOM I I O Q a CATHEDRAL----------------------- LINGLL+ ------------------ II - - - - - - - - - - - - - - - - - - - - - - - - z - - - - - - - - - - - - - - - - EXIST. LIVING ROOM EXIST. DINING ROOM -- --_-- 7'-4"CLG.HT. 7'-4"CLG.HT. V1 Y 11 11 O O 11W 11 z z Q ~ Z W _ U.) 22 00 00 u') O _ 1ST. FLOOR PLAN w C4 SCALE: 1/4" = 1' NlgS RED qRc IN c, Q ' � y DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: N,1 May 16,2017 02211 g �. SHEET NUMBER: AGF ,E �O As3 REVISIONS 0 C2 ------ ---- - -- ----- -------- -------------- ----- -------+� 1 1 1 1 1 1 1 1 , 1 I , 11 v 1 , C2 1p-- -------------------= -------------------------------------------- --�'------- ----- ----- -------+i o I , JJC ,111 11 1 , H 11 11 Q� � 00 NEW ROOF ABOVE I I w EX.BEDROOM � i CHANGED J C4,ii Q (SEE SECT ON B-B) 1 _jLu I 11 11 �1 11 m 00 1 1 W Q, it 11 c 1 1 1 1 go NEW ROOF ABOVE 11 „ 11 0 00 ' ' ' EX.GARAGE w CHANGED w 1 1 , NEW(EXTENDED)DORMER w/WINDOWS INSTALLED BY CONTRACTOR °° (SEE SECTION A-A) m 1 1 11 1 \CRICKET Q-------- -------- -------- 6'-7"PLT.HT.EXIST. BATH----------------------------------- CATHEDRAL CEILING N i I , E 11 N 11 11 Z z 1 1 0\0 1 1 11 11 11 j1 � F�V 1 1 C12 Q LLI 1 1 1 I I 1 1 1 1 I 1 1 1 I I 1 I 1 I I I 1 n II II II II II 11 11 II 11 II � N 11 1 1 I I I I I I I I I I I I I I I I I I a 1 1 1 I I I I 1 i I I I I 1 I 1 1 I i 1 1 o Lu :EXIST.!BEDROOM No. 3; - n = v I 1 1 CATHEDRAL CEILING I 1 1 _ , EXIST., BIEDROQ�1 No. 6 1 w 11 1 1 I I I I 1 1 1 1 I I I I 1 1 1 I 1 1 I 1 I I 1 i I _ 1 , CbTIHEDRALCEILi�NG 11 I I I I 1 1 1 1 I I I I I I l i i i I I 11 1 1 I I I I I I I I I I 1 1 I I 1 i I I II 1 1 1 1 1 1 1 1 I I 1 1 1 1 I I I I 1 1 11 1 1 1 1 1 1 I I I I I I _ -- I I 1 1 1 1 I I 11 II - 11 1 1 II C -- 1 1 11 H --------- ---------- ------------ 111II- 1111` --- - ------------- �r TI ,1 O QY ------------------ ------------------------------------------- FE_ ---------------- FO-'1 0 W W Z Z v) Q Z H 2 LL! ---------------------------------------------------------------------------------------------------------- M 0 N �W/ V1 2ND. FLOOR PLAN FtEDq SCALE: 1/4" = 1' R�, 0- DRAWN: MH/MS SCALE: 1/4"=1'-0" * les r" ►� JOB#: May 16,2017 0 339 0�� SHEET NUMBER: SOF Ny A�4 1 .e' fil�Tt l`�rl!! il�Trry REVISIONS 12 ADD(1)9-1/2 ML 1-3/4X11-7/8 (TOTAL 3) ML RIDGE NOTE: MIN.(3)2X4 POSTS 2X8 RR X6 16 12 TO SUPPORT BEAMS @16"OC Off' � (2)1-3/4X9-1/2 ML � (EXISTING) 14 NEW(4)3/8"dia.THRU-BOLTS Q� w/WASHERS @ EACH END _ NEW DBL. 2X8(EA.SIDE OF RR) @48"O0 0Q ADDED WALL INALL INTERIOR WALLSALL 5/8" ING AT t PROPOSED BY G.C. GARAGE.WALL WITH NEW WALL cli ROOF (2'EACH SIDE AT PLATES) �.' 2X8 RR @16„OC NEW SIMPSON H2A STRAP NEW SIMPSON H2A STRAP TO BE INSTALLED AT EACH STUD ❑ TO BE INSTALLED AT EACH STUD o 2X6 C1 16"OC ti N (2)11-7/8 ML w/ U ,, -ALTERNATIVE TO NO POSTS; 1/2"STEEL PLATE a ADD(2)5/8”STEEL PLATES 0— c�rj ?/S"THRU-BBOGTSTAGGERED \ NEW LAUNDRY/MUD ROOMqj r4 Oa o w ca SUBFLOOR OVER M 2X6 @16"OC ,y e U -. A. • a. X6 ACQ POST 0 4 e e s e e CROSS SECTION CROSS SECTION __ 'i•,.• O CONC.FOOTING: i ''� 1 2'WIDE X 1'LONG SCALE: 1/4" 1' � SCALE: 1/4" = 1' PRESCRIPTIVE DESIGN PER R402, 2015 IECC: FLOOR SPACE CEILING R-VALUE R30 R-VALUE: 49 *EXCEPTION FLOORS: FENESTRATION C/1 V] IF FRAMING MEMBER IS R19 U-FACTOR: 0.30 O TOO SMALL GLAZED O U SLAB (HEATED) (2'PERlM1ETER): R10 FENESTRATION NR SHCR: cn Q FRAMED WALL R20 0.55 CA CA SKYLIGHT R-VALUE: U-FACTOR: c) � U BASEMENT WALL l (CONDITIONED SPACE) 15/19 1~—+-•I R-VALUE: AS REQUIRED FOR ALL ALTERATIONS 1-3/4X11-7/8 12 con ML RIDGE r r r t"I ' 2X6 16"OC NOTE: ® J2 , , �r 12 1-3/4X9-1/2 ML POSTS �Tp'i' TO SUPPORT BEAMS 14 FASTENER TYLE: SPACING. r ( 1 r I 1 r ( I / i i f ( f I • • •• No.a WOOD-SCREW ' , r I ( I r r ( •• NEW DBL. 2X8(EA.SIDE OF RR) @48"OC in.EMBEDMENT WITH 16•OC (f i I (f ' ` r1I rIJ (j S I INSTALLEA No.10 WOOD-SCREWS t NEW(4)3/8"d.a.THRU-BOLTS ALLINTERIOR WALLSAT GARAGE.OVERLAP EXISTING ADDED WALL 16 oc w/WASHERS @EACH END 7 i TVW^1 h.EMBEDMENT LENGTH Y fr 2'EACH DE AT NEW Y G.C. Q O TiASED ANDRM WRH ,6•oc a �- 2n.EMBEDMENTIENGTH NEW SIMPSON H2A STRAP NEW SIMPSON H2A STRAP O O W 1 I '` S ( SHEATHING TO BE INSTALLED AT EACH STUD TO BE INSTALLED AT EACH STUD r ' 1/2•APA RATED SHEATHING ` Z GRADE PLYWODD 1 1 ' (ALTTANATIVNE:71W CLS.BJ 1 I)` / f— i ® 1/r APA RAM SHEATHING I I ' I j ® 1 EX. BEDROOM No. 1 H w IF (ALTERNATMVE:7/1C 0.5.8.) I , I f li I� ► i � I I i 1 ' co FASTENER TYPE: SPACING: r 1 r 2X4 DF#2 / No.a wODo-sasTuos f f (V EASED D EN WITH H 1a•oc WTNDDW Sol ]In.EMBEDMENT LENGTH } 1( TYPICAL WINDOW OPENINGBASE PANEL SPAN EQUAL OR SMALLER22h.EMBE ANCHOR�E� DNNGTH TH �� THAN 4 FEET &WD AN04OR WITH 16.00 , 2m.B-iBEDNENi LENGTH TYPICAL DOOR OPENING — PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES EAS TMPE,. sHaaNG. 2-2x4 DFN2 STUDS CONNECTED Na s wooDsa2Ew AND EQUAL OR SMALLER TOGETHER WRN STA NLESS STEEL OR GA AND NUTS DOLTS W/WASHERS �.. THAN 6 FEET BASED DMRE�EN'r GTH �a IN S,, Aro Nuns 2•n•D.c DRAWN: MH/MS No.10 WDDD-SEWS TYPICAL MULTIPLE PENINGS BASED ANCHOR`""" '°` v".EMBEDMENT LT3JGTH PANEL SPAN GREATER THAN 6 FEET Q ;s�� "{ ern.LAGSDTLW SCALE: 1/1/4"=V-0"T AND EQUAL OR SMALLER BASEDANOTDR Y 16.00 �, g �Y , ��1'--1 THAN 8 FEET a".EMBEDMENI'LEN('IFT CROSS SECTION - - '/ " JOB#: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL (P — / * May 16,2017 AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) '� 17� 02 9 �� SHEET NUMBER: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SCALE■ 1/4 = 1 .4s,AND Z �� COVEMAXIMUM GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFERD FOR OPENING OTO SECTION 609.ON IN ONE-14,16TWO-STORY B.5 AND TABLE 1609 14 OF IRESIL BE DENTIAL ECUT 0 OF N E� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 1 ti1� r;1`\TJ rrRrri1�Tr