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Sly- �p�gUEf©(�`oGy� Town of Southold 7/3/2019 o - P.O.Box 1179 y 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40482 Date: 7/3/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 425 Blossom Bend,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-5-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/28/2017 pursuant to which Building Permit No. 42235 dated 12/13/2017 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: ADDITIONS AND ALTERATIONS AND AS BUILT FINISHED BASEMENT WITH BATHROOM TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Bowles,Lawrence&Margaret of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42235 5-21-18 & 6-26-18 PLUMBERS CERTIFICATION DATED 07-09-2018 WatlUick Plumb' yp t ignature V==��coG TOWN OF SOUTHOLD BUILDING DEPARTMENT s TOWN CLERK'S OFFICE y 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#: 42235 Date: 12/13/2017 Permission is hereby granted to: Bowles, Lawrence PO BOX 1267 Mattituck, NY 11952 To: construct addition and alterations and to legalize "as built" finished basement to existing single-family dwelling as applied for. Additional certifications will be required. At premises located at: 425 Blossom Bend, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-5-14 Pursuant to application dated 11/28/2017 and approved by the Building Inspector. To expire on 6/14/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $388.80 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $319.20 CO -ADDITION TO DWELLING $50.00 Total: $758.00 Ing Inspector 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: ocation of all buildings,property lines,streets,and unusual natural or 1. Final survey of property with accurate l 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-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 cli New Construction: Old or Pre-existing Building: (check one) Location of Pro e ����®�t'� �d�9 ��� � j p House No. Street Hamlet Owner or Owners of Property: 1� id p 0",)C, d V-r L.-r S Suffolk County'Tax Map No 1000, Section I Block Lot Subdivision + Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (chec one) Fee Submitted: $ pplic t Signature °F sov�y®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179c roper.richert(a-)town.southoId.ny.us Southold,NY 11971-0959 Ql� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bowles Address: 425 Blossom Bend city;Mattituck st: New York zip: 11952 Building Permit#: 42235 Section 115 Block: 5 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Nicholas Kerzner Electric License No: 42972-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 10 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 13 Twist Lock Exit Fixtures TVSS El Other Equipment: 1- Hydromassage Tub, 1- Bath Fan, 2- Paddle Fans. Notes: Inspector Signature: Date: May 21, 2018 0-Cert Electrical Compliance Form.xls pF S®U��®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® _roger.richert(-town.southold.nv.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Lawrence Bowles Address: 425 Blossom Bend city,Mattituck st: New York zip: 11952 Building Permit#: 42235 Section: 115 Block: 5 Lot 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AS BUILT DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: "AS BUILT" - "ELECTRICAL SURVEY' - "NO VISUAL DEFECTS" Notes: 1- Bath Fan. Inspector Signature: Date: June 26, 2018 0-Cert Electrical Compliance Form(1).xls �� Telephone(63 1) 302 ` Rix(11A I)7&i P.O. Box 1179 Souiiiold,NY 11971-0959 B=ING•DEPARTMENT DD TOWN OF SOUTHOLD 9 2010 BUILDING DEPT. CERTIFICATION '' TOTM OF SOUTHOLD Date: 71 611s Building Permit No. 42 2 35 . Owner: _ t6lW f NCS. -J4At4 (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 r 'o lead. "rLIZ, (Plumbers Signatur, Sworn to before me this t day of\J J t , 20 \8 ' CHELSEA L. CHALONE INotary Public, State of New York Registration#01-G446287106 Qualified 1n Suffolk County Commission Expires Aug. 5,20 Notary Public,SAl k-- County 9 - �o��Of SO�lyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /_ 3 OUNDATION 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: ,;a .• �n44,62 aN (1/V r �MW_rg,-A Wori oy &h � Oj,_lp 6w o✓ ip 561 �wo At Ce► DATE 1 VY INSPECTOR ��OE SO(/lyo �1y000N1V 0� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ]7UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �V✓v l '�� ;r DATE INSPECTOR ��pF SO(/Tyo cOUM'1,�c� 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: fj�� wi is DATE INSPECTOR SOF SOUTy �o� olo qvv�50000, s �o couto,t1c� TOWN OF SOUTHOLD BUILDING DEPT® 765-1502 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU H) [ ] ELECTRICAL INAL) MARKS: d vl%/vKbm& 7- y-, t t , �(&2 A& s Qn/' DATE INSPECTOR INSPECTOR SOUjyOlo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE q7-11f INSPECTOR r `" g SOpT�°� # TOWN OF SOUTHOLD BUILDING DEPT. comm", 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) [ J ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 5 �` INSPECTOR<:�Z\ q-y-y3 pF SOUIyo{o # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- FOUNDATION 1ST [ ] R H PLBG. [ ] FOUNDATION 2ND [ IN LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY j ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: CiVM' nQ l ancwl kr r VA ski ✓ Isar 'rCoX4,4 fvw,'lvl" N -b1 S vi GAA 69f. frov wrr, I elw/i �- �' �r o►� aof • • 471 ol W. 6v eA." --;Io�i • 4Dftvl Sob W-04& up 4_90f) DATE INSPECTOR pF SOUryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ lywsiULATION [ ] FRAMING /STRAPPING [ FINAL le... [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (Owl DATE 10 ® INSPECTOR CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Ntain Road•PO Box 933•Cutchogue, NY 11935 G31.734.4185 www.mksarchitect.com May 21,2019 M 77 1 1LL.JJ�// Southold Town Building Department a_- M AY 2 2 2019 54375 Main Road Southold,New York 11971 r _,_ Re: Bowles Residence TaWN OF SOIJ�iLL;";--� 425 Blossom Bend Mattituck,New York To whom it may concern, I have been on site to review the permitted construction and as-built work for the aforementioned project. To the best of my knowledge,the addition rough plumbing,insulation,caulking and fire caulking meets or exceeds NYS code. Also,to the best of my knowledge,the as-built basement framing,rough plumbing,insulation and fire stopping meets or exceeds code. The egress from the new sub-grade area is also code compliant. Please call this office with any questions you may have. Sincerely, Mark Schwartz IA Member Amencan Inshtute of A3C11itCCW1C! r i V. 1 s Z z-� -75 omwr .a r t y � � s 'I ti ♦I t 1a)1112 19M a or"@ tole COMMENTS e d,�*sr MM IIF , FOUNDATION (1ST) IlRd"ilpm;, -I© V PLUMBING 1016'PAI ROUGH FRAMING& MIA ENERGYINSULATION PER N.Y. ATE . 1 " :moi ► . �'✓/SIG ,..�,��' fill IT NOME 72"T73020 I WFAW,5, ADDIAON _ WE VK� � � � .;' � .:�1_/ -_ 1 � Vii` - • �:;� / � .a,ri� _ �r � _, im, 1 mill i L� t Fi SI' 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 4451_Z7 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 LT Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20iL Mail to: Disapproved a/c Phone: 4+1 F Expiration ,20 u' spector PD) FEE,,(7:,FE,7,T ION FOR BUILDING PERMIT NOV 2 S 2017 Date' 6 fi , 20 INSTRUCTIONS a. This appli I f t�ly filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate 06' t p an o sca e. ee 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 code,and`regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature'of applicants name,if a corporation) �It ` (Mailing address of applicant) State whether applicant is owner, lessee, age , art rchi fit, engineer, general contractor, electrician;plumber or builder Name of owner of premises - — L�,eJ 7 V; (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. 1. LocatJi/on of land onwhich roposed work [p ill rb/e/done: ® / A4 AT I House Number Street Hdrilet County Tax Map No. 1000 Section 0'�7 Block 05 Lot J • r Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy j I`J C-eLI� Px4/tA � b. Intended use and occupancy ,,5 3. Nature of work(check which applicable):New Building Addition Alterations_ 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,-commercial or mixed hoc pancy, specify nature and extent of each type of use. �� NO ' 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 ..� �- ._,� Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_,V Will excess fill be removed from premises?YES NO 14.Names of Owner of pre ises n t)L. v59 Address Phone No. �216-54-7 1,�5 Name of Architect C L,/A i L '` Address Phone No r S T Name of Contractor f ? �� �� 0 d-F= Address Phone No. 20�� 2 4 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 BE QUIRED. 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 V� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS:- COUNTY OF (l® being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing tract)above named, CONNIE D.BUNCH (S)He is the Notary Public,State of New York No 01 BU6185050 (Co tractor,Age t, Corporate Officer, etc.) Qualified in Suffolk County Commission Expires April 14,OND 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 �JjVe4yl, 20 Notary Public ` S' nature of Applicant �r $�FFQ1K BUILDING DEPARTMENT- Electrical Inspector �4� CPIi TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 al roger.richertCcD_town.southold.ny.us - APPLICATION FOR ELECTRICAL INSPECTION -- REQ-UESTED--BY --- �C- 5--- -e — - --Date:-�� -J� --- - ---- erly&n Company Name: °f C �' -�- B � Name: License No.: 7d,-/9F email: Z, raw Address: Phone No.: p v - JOB SITE INFORMATION: (All Information Required) Name: &//'4z Address: 4-Z!i& &'-:QnEVql r Cross Street: Phone No.: Bldg.Permit#: `j email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Pf int Clearly) ph"&WAdg Circle All That Apply: Is job ready for inspection?: ES NO Rough In Final Do you need a Temp Certificate?: ES / O Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION rtlte& &�-' g16W , Request for Inspection Formals �� /� Scott A: Russell ,��® S'7C'0]KMWA\T1E1k SUPERVISOR MA\INNA\G]EMlEN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF ')t'HE (FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [1413. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ' 0[4C. 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 f loodplain as depicted on FIRM Map 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 wit iI—your Building Permit Application. APPLICANT• (Property Opener,Desi fessional,Agent,Contractor,Other) S.C.T.M. 1000 Date District NAME C�LAA- eq 1 `� fJ Section Block Lot 7' FOR BUILDING—DEPARTMENT USE ONLY* * Contact Information C I/ q' /) �h0w vumbrr1 — — — Reviewed By: — — — — — — — — — — — — - - )l � `n/ Property Address/ Location of Construction Work: LI/Appi _ r �% L��S o�� r P oved for processing Building Permit, i Stormwater Management Control Plan Not Required. G I'— Stormwater Management Control Plan is Required. (For4vard to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 --�- SUFFOLk�P Town Hall Annex +. Telephone(631-1802 54375 Main Road R O.Box 1179 - Fax(631)734-9502 cis Southold, NY 11971-0959 BUILDING GEPARTIVIENT NOTICE OF UTILIZATION-OF TRUSS TYPI-E-E CQNSTRUCTljON_ PRE-ENGINEERED WOW CONSTRUCTION AM-.13 TM'ER CONSTRUCTION Date: Owner._ .,A W ! a Location of Property: Please take notice that the (cheek a I�'1b '.i� I�line):- •T New residential structure '._ Addition to existing-, :residential structure T ' Rehabilitation to an<exis#ing:resideri#i :y . . al structure ,•: to be constructed or erFonne_ -� • :•`•:...�`�``:-• -�.-•.. p d a#flierst�6j�c ;prt t t; of cewe above wiU utilize U (check applicable line): r •r. r-:y Truss type constmi%, tid;(fi Pre-engineered vvoo r Timber construction in the followirig location(s)(check applicable line): Floor framing, incliadirlgiglt-61t.-and.,beiams(.l=).. • Roof frarnin (R).. Floor and roof mingi(Fity; Signature; 1�1ame �;sor:st;bmitting this If'K I Capacity(check applicable fine): Owner Owner representative TrussResReg15.docx Effective 1/12015 d10 na or, 6- �j5-- 20 E a) OfFCEU'V[E DBUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD N 2 $ 20�� own Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone 631 765-1802 - FAX 631 765-9502 �1G B9EI'T. p ( ) ( ) ov sOUMOLD roger.richertccD_town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: " /mow j,-- Date: G Company Name: Name: License No.: / S email: Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: - . —_r, f�1�5 Address: Z vs r.,k:.— Cross Street: li/ / Phone No.: G z Bldg.Permit email: Tax Map District: 1000 Section: H5 Block: .5 Lot: BRIEF DESCRIPTION OF WORK (Please Print C arty) Circle All That Apply: Is job ready for inspection?: ES NO Rough InFinal Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ./ Request for Inspection Form.xls C n �� rAS3 �� Joseph Vergorl 5853 New SufFolk Ave 1000-113-3-18 N 7 4350" E 100.00' D f",1E DD MAR 2018 A C1 TOWN OF SOI UTHOLD SET BACK LINE(TYP) Anthony Roza I I Lawrence J. Bowles i i Clifford B. Jones 303 Blossom Bend 423 Blossom Bend I I 1700 Cardinal Dr. 1000-115-5-13 I I 1000-113-3-14 I I 1000-115-5-13 X Ln 0 0 ! 0 P4 (2 L SIDEYARD SETBAc;r, Ca SIDEYARD SETBACK STEP 19'-5" 0Y 1 STORY �` GAP, FRAME HOUSE 10,2- rn Z I tu T IQ >4 Cli tn Co gj) TF_ Z ------- S 7 4350"W 100.00, DRAWN JM MS SCALE-AS NOTED BL0950M BEND JOB# SURVEY INFORMATION TAKEN FROM SURVEY PLOT PLAN SHEET NUMBER: COMPLETED BY: AXEN YOUNG LAND SURVEYOR DATED -SEPTEMBER 11,1968 SK- I JON NELSON OFFICE#631-653-6600 FLORENCE OFFICE FAX#631-663-6687 EAST QUOGUE E-MAIL ADDRESS:jnelson@florencecorp.com Fax, 4o: Chris Goff From: Jon Nelson Fax: Pages: 3 incl. cover Phone: Date: 06/26/18 Re: TEMPERED SASH CC: Chris, The tempered window sash for your Bowles Residence job is on order with Andersen Corporation with a due date to us of July 1811 or 191 . This is a factory order, replacement item because of the product specifications. This item as ordered is Line Item #0004 on the attached report. Thanks you Chris. Jon Nelson Florence Building Materials East Quogue, NY 11942 �vN , �tS�� � z® r�nc9e>seen Andersen Windows-Abbreviated Quote Report Andersen 1 Project Name: CJG BOWLES S/O OYVY Y00 WfY00pf•OOOYi Quote#: 12348 Print Date: 06/2612018 Quote Date. 06/15/_2018 iQ Version: 18.0_ Dealer: 1647 E Jericho Turnpike Customer: _ j Huntington, NY 11743 Billing 631-499-6200 Address- www-florencecorp com Phone: Fax: Sales Rep: Jon Nelson Contact: Created By: I Trade ID: _ Promotion Code: Item Qty Item Size(Operation) Location Unit Price Ext.Price 0001 2 2032 $ 21.89 $ 43.78 RO Size=NIA Unit Size=N/A PERMA-SHIELD NARROLINE GRILLE,WHITE WOOD COLONIAL 3/4 0004 1 TW20210 $ 152.53 $ 152.53 RO Size=NIA Unit Size=2'15/8"W x 3'0 7/8"H 400 Series Tilt-Wash Basic,White/Pre-finished White, (Bottom Sash) High Performance SmartSun Low-E4 Tempered,No Grille Grommet Viewed from Exterior C � o N CV f-4 Gx7 z Quote M 12348 Print Date: 06/26/2018 Page 1 Of 2 iQ Version: —--�— �'22-35- Item qty Item Size(Operation) _ Location __ Unit Price Ext. Price Subtotal Is 196.31 Total Load Factor Tax(8.625%) $ 16 9 Customer Signature 0.028 Grand Total Is 213,2 Dealer Signature *"All graphics viewed from the exterior Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or other items. MFINE"Mal Ask to see if all of the products you purchase can be upgraded to be ENERGY STAR®certified. .a A ® This image indicates that the product selected is certified in the US ENERGY STAR®climate Zone that you have selected. Data is current as of Nov 217 This data may change over time due to ongoing product changes or updated test results or requirements. Ratings for all sizes are specified by NFRC fortesting and certification Ratings may vary depending on the use of tempered glass or different grille options or glass for high altitudes etc. Nexia Is a registered trademark of Ingersoll Rand Inc. Project Comments. --- - - ---- ----------- N 2 D Quote# 12348 Print Date: 06/26/2018 Page 2Of 2 iQ Version: 18.0 REVISIONS: 10-28-17 DO NOT PROCEED ,..-� '. 11-7-17 Full BSMT BIovkilrrdQo FRPit'ii�';a UNTIL SUht�' Y b� 11-10-17 Exist BSMT OF FOUNDATION LOCATION tnd duetvroe. HAS BEEN APPROVED. REScheck Software Version 4.6.4 11-19-17 crawls ace testing;required. i -� Compliance Certificate PLUMBER T, l^4,,-'ON APP OVED AS NOTED oN LEAC t- ' ''." ARE Project Bowles Residence DATE: B.P.# Ls � CERTIFICa,; . < ,-. !.f: ttNCY Energy Code: 2015 IECC SOLDEf; !" ~� Location: Mattituck, New York FEE: � _ ..:-. ;/; /', ;�._R BY: SUPPLY 'rSit_' !' ' 'OT Construction Type: Single-family NOTIFY BUILDING DEPARTM AE19-T q� EXCEED 2110 Or 1;o LLAD, Project Type: New Construction 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Conditioned Floor Area: 0 ft2 I. FOUNDATION - TWO REQUIRED Glazing Area 11% OR POURED CONCRETE Climate Zone: 4 (5331 HDD)2. ROUGH = FRAMING & PLUMBING Permit Date:- Permit Number: 3. INSULATION ALL 4, FINAL - CONSTRUCTION MUST 1VATErs Owner/Agent: Designer/Contractor: Construction Site: BE COMPLETE FOR C.O. TESTINGi3EFc`�`C���-'�•'� ° Bend Bowles ALL CONSTRUCTION SHALL MEET THE 425 Blossom Mattituck, m 425 Blossom Bend REQUIREMENTS OF THE CODES OF NEW Mattituck, NY YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS: l:,dditiona ° o ° ° ao ° oo \ "oraflication o ° ° ° ° ° ° 004`000 \1 - ' / ° ° ° <? o° o o v o ° 401 0 Q30,ooOA o0 0000 00 00o i r@lp`_:?..5 o ° \ \ compliance: 19.1%Better hon Code Maximum UA: 00 3. ry Required. \° ° o ° o a8 0C o o P 68 Your UA: 55 Maximum SHGC: 0.40 Your SHGC: 0.34 41 O o O p oo 0 /'\ / The%Better or Worse Than fort Index reflects how close to compliance the house is based on code trade-off rules. O •� COMPLYWITH ALL CODES OF !\ - / ;400 Q° O o °�0 ° ° " o°O° coo�00 : /\ / / It DOES NOT provide anestimat of energy use or cost relative to a minim um-code home. ° ° ,o A IJ ct \ NEW YORK STATE & TOWCODES ° ° ° 0° ° OOo !� E nvelwe Assr-�mbli f s 000o0 oQ•AS REQUIRED AND CONDITIONS OF ' 00o o ° 0o 1. j° 00 oo O oo8 (7000 o 000 rV/] .. �\ %S, y � h: / 1. ,M �1 _• 4i1R �C4° a 4th eo o EES X / o o Q Q a o ore, �, Ceiling 1: Flat Ceiling o•Scissor Truss 348 48.8 0.0 0.026 9 l \/ ° 00 ° ° ° / �'' ` Wall 1:Wood Frame, ]fi"o� 471 22.8 0.0 0.055 23 •�~I oQ a O o0 00 0 ° O C3 QA ,?J?D'60 00 o y" Window 1:Vinyl/Fibergi3ss Frame:Double Pane with Low-E 51 0.320 16 0 7:1 06'0001) / _ \/ / { SHGC 0.34 N lTC) eO FI 1 All W ) O Unconditioned 348 48 8 0 0 0 021 7 Q o Do ° _ - - oar -Wood I ss. verSpace 000 "00.6y�C\ /\ / - Q, �$ o \ Compliance Statement: the proposed building design described here is consistent with the building plans,specifications, and other - - -- ----- - oo _ Z y - \ }'� - - fir$ �j - : \ i,.{\\ calculations submitted w,ch the permit application.The proposed building has been designed to meet the 2015 IECC requirements in � OCCUPANCY OR - / - fi{I - -- _ -- \ \ r \ \ / \ REScheck Version 4.6.4 ar>d to comply with the mandato requirements listed in the REScheck Inspection Checklist. �_ \ P Y 1-Y q p O USE IS UNLAWFUL �_ _ _ _ - - - -=_- - - - ------ -- - --- - --__ -- - � ,_,, �1 C,3 `\ / �L�r. �>\ /\\ ` x�y�,/ �� - \ `� - ar\n Signature Date Name-Title WITHOUT CERTIFICATE � I � \ OF OCCUPANCY { , ,_ , �\ All exterior li ht,1 / , >y a � Installed,re la repaired shall c `� \ x / / I R F_Tt.ffSTGR,.,I tri','TSI? to Chapter�T, f ( qc / \ ci \ I FUFvUA(� � or. h own Code - TT � t eT Q Cf-I r OF THE MINN CODE.TEP �3J FLECTR;�AL �` M I Project Title: Bowles Residence Report date: 11/21/17 Id�SPEO�IQi'� FUlEO _ �- ,: �1, - f,w �, 1_ Data filename:C:\PR0J1K-TS_2\MKS ArchitecriMKS_0917-047 BowlesResid\Bowles ResCheck.rck Page 1 of 1 BOWLES DEAR ADDITION ; � o � U BUSS PLACARDING REOUInFD 0 C) � N d' CODE ANALYSIS ZONING ANALYSIS ENERGY NOTES NOTE: OCCUPANCY: Residential Single Family Detached ZONING:Residential"R-40' 1.Calculations are valid up to 5999 degree days. This project complies with the 2015 International Residential Code(IRC),the GENERAL CONSTRUCTION NOTES: CODE REFERENCES: LIST OF DRAWINGS 2016 NYS Supplement to the Uniform Code,the 2015 International Energy 1, All work shall conform to the requirements of the New York State Building Code; REFERENCE STANDARDS: Dimenslonal Regulations: 2. Certified conformance for Zone 11B. Conservation Code(IECC),the 2016 NYS Supplement to the Energy Code,the all work shall also conform to the requirements of any other Codes and authorities FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles TI GENERAL NOTES,ZONING INFORMATION, E-CALCS, CODE REFERENCES International Residential BuildingCode 2015 Percent of Lot Occupancy: .20 max 2015 Wood Frame Construction Manual (WFCM 2015), NFPA standard 70, 9401.4, 9401.4.1, R402.2, R404.1 AND R408.1 THRU 408.3 STl SITE PLAN,SITE DATA$SITE DETAILS ( ) P (max) having Jurisdiction.The Contractor shall obtain and arrange for all required permits, 3.Wood framed floors, walls and cellings shall have an approved "the National Electric Code', and the Zoning Code of the Town of Southold Al PROPOSED FLOOR PLAN $SCHEDULES Wood Frame Construction Manual AF$PA(2015) Height: 35'-O" /2Y Sty vapor barter ermeance ratan of 1.0 perm)Installed on the Inspection, certificates and tests. s A2` FOUNDATION $ROOF FRAMING PLANS, SECTIONS Climate Zone:11B Min. Lot: 40,000 Sq Ft P (p g P ) ASPHALT ROOF SHINGLE NOTES ANCHOR BOLT SIZE AND SPACING: /e"0 @ 36"O.C. Degree Days:5750 Width: 150'-0" 'warm In winter"side of thermal Insulation. A3, ELEVATIONS $PLUMBING RISER o g y 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity; Front: 50'-0" 1. Asphalt roof shingles shall have self-sealing strips or shall be PROTECTION AGAINST DECAY:Refer to Section R319 A4` NAILING SCHEDULE, NOTES, $CONNECTOR DETAILS 4.Windows and sliding d contractor shall have the level of acceptable bearing strata vered In the field. lflm N DESIGN LOADS: Side 1: Min Side yard of 15'-O" g oors shall have a max. air Infiltration Interlocking and shall comply with the requirements of ASTM D-225 0 Roof:20g sf round snow load Side Total: 35'-0" rating of 0.3 CFM per square foot of window area. Swinging or D-346, Installed In accordance with sect. r 905.2 PROTECTION AGAINST TERMITES: Refer to Section R320 °` . p 3. Concrete has been designed In accordance with ACI 318-14"Building Code Basic Wind Speed:130 mph Rear: 50-0' doors shill have a max. air Infiltration rate of 0.5 CFM per Requlremelrts for Structural Concrete".All concrete work shall conform to ° m Uplift 31 sf square foot of door area. 2.All fasteners for asphalt roof shingles shall be galvanized steel, " FLOOR SYSTEM: Shall com I BUILDING PLAN REVIEW NOTE: -2 � p p requirements and recommendations of ACI-301-16 Specifications for Structural p y with Chaper 5 � v � M Dead Loads:10 sf stainless,aluminum, or copper roofing malls. Fasteners shall be Town of Southold Plans Examiner shall review the enclosed document for minimum O x 0 '� P Concrete for Buildings'(fc'=9000 psi);All exposed slabs, and steps shall be p_; M (9) in S. Skylight anafts shall have a minimum Insulation value of R-19. minimum 12 gage shanked with a minimum 3/8'dia. head, and of sufliclent 3500 psi air-entrained. Reinforcing steel shall conform to ASTM A-815 Grade WALL BRACING SYSTEM: Shall comply with Sections R602.6, 602.10, acce;table plan submittal requirements of the Town of Southold as specified In the w x Table R301.4 length to penetrate through the roofing materials and the sheathing. GO. R602.10.10, R613.2,AND 9613.3 Building and/or Residential Code of the State of New York. This review does not o a) +' Minimum Uniformly Distributed Live Loads G.Garages-front,sides, doors, Interior shall have max. U-.40 guarentee compliance with that code. That responsibility Is guaranteed under the seal r4 (in Pounds per Square Foot) 3.Asphalt roof shingles shall have the minimum number of fasteners as 4. All framing members shall be Hem-Fir#2 (Flo-_850 psi); provide (2)2 x 8 header WINDOW ANCHORAGE:Shall comply with Section R613.5 and signature of the State of New York licensed deslgn professional of record. That M t 7.All flrepla;es shall be provided with a damper for outside required by the manufacturer. seal and signature has been Interpreted as an attestation that to the best of the Use Live Loads over all wall openings, unless otherwise noted. U combus,lon air 150-200 CFM. All flues shall have tight seated WINDOW MULLIONS: Shall comply with Section R613.6 Ilcensee's belief and Information,the work In the document Is: M .. damper w'1h a max. air leakage of 20 CFM. All fireplaces 4. For normal applications, asphalt roof shingles shall be secured to the 'Accurate �► `° Exterior Balconies 60 P g P PP P g S. Micro-lam girders(ML)shall be laminated veneer lumber with E_2,000,000 PSI. 'm shall have flight-fitting non-combustible doors. roof with no less than four(4)fasteners per strip shingle or two(2) EXTERIOR WALL COVERING:Shalt comply with Section 9702.1, R703.1, `V Decks 60 Fb=2,800 PSI, as manufactured by TRUS-JOIST McMILLAN. Conforms with governing codes applicable at the time of submission o W fasteners per Individual shingle. 9703.4 Refer to Table 9703.4 for weather-resistant Siding Attachment and � Passenger Vehicle Garages 50 8.The Contractor shall submit the design, size and type of6. Double frame around all openings, under parallel walls and under bathtubs. Provide Minimum Thickness. Refer to Table R703.5.2 for Wood Shakes or Shingles. 'Conforms with reasonable standards of practice and with the view to the Attic without storage 10 mechanlcal systems which will be used, In sufflclent detail, as S.Asphalt strip shingles shall have a minimum of six(6)fasteners per Simpson hanger connections at all flush structural load bearing conditions. safeguard of life, health, property, and public welfare Is the responsibility require: the Building Department. shingle where the eave Is 20 feet or higher above grade or where the FOAM SIDING BACKER BOARD:Shall comply with 8314.2.5 Attic with storage 20 of the licensee. base wind speed Is 120 mph or greater. 7. All concrete block shall conform to ASTM C90; Mortar shall be type"M" Rooms other than sleeping rooms 40 9.All thermostats shall be adjustable from 55 degrees to ROOF/CEILING CONSTRUCTION: Shall comply with 9801.4 andEmo� 85 degrees Fahrenheit. AFPA/WFCM 2001 Refer to Rafter Span Tables R802.5.10)and(2). U) Sleeping Rooms 30 SAFETY GLASS REQUIREMENTS S. All steel work shall conform to the requirements of the RISC"Specifications for Stairs 40 SAFETY GLA55 REQUIRED AT THE FOLLOWING LOCATIONS: Design, Fabrication and Erection of Structural Steel for Buildings'. Steel shall 10.All duct and pipes shall be Insulated as required by code. conform to ASTM a-572 (GRADE 50)and A-501. ROOF ASSEMBLIES:Shall comply with Section R902, R903 and R904. Q Guards and handralls 200 1. An U 11. HVAC Contractor shall verify heat loss calculations. Y glazing 9 in any door type. 9. All electrical work shall conform to local NEC and Underwriters Laboratory ROOF SLOPE: Shall comply with Section R905.2.2 0 DEFLECTION LIMITS: requirements. 2. Glazing In an walls enclosing a shower,tub,a sauna or steam room Rafters with no finished ceiling attached: L/180 12.All cellar-and/or basement doors shall be Insulated. g y gASPHALT SHINGLES: Shall be secured to the roof with not less than (4) Floors: L/360 10. Pre-fabricated fireplaces and flues shall be UL approved. fasteners per strip shingle or(2)fasteners per Individual shingle(R905.2.6) �$ 13. The Engheer certifies that to the best of his knowledge, 3. Any windows within 24"of a door P PP N Belief,ani professional Judgement that the plans are In INTERIOR FINISHES AND MATERIALS:Shall conform to the fire spread detectors and carbon monoxide detectors In accordance with all state WINDOW NOTE FOR LOCATIONS WITHIN compliance with the Energy Conservation Construction Code 4. Any Individual pane of glass with an area greater than 9.0 sq.ft.where the bottom 11. Install smoke and smoke-density requirements of Section 9315. Is less than 18"above the adjacent flnlsh floor within 36'of the window. and local code requirements. ONE MILE OF SHORELINE of New York State. (August, 2007) _ 12. The Contractor shall vert all existing conditions before starting construction and INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section All new windows and glass doors shall meet the requirements of S. Glazing In walls of spas, hot tubs or Indoor pools within 5'-O"of the water». g g R316. U the large missile test of ASTM 1996 and or ASTM E 1986 shall notify the engineer of any ambiguities or discrepancies before proceeding with OR 6. Glazing in stairways and landings within 3'-0" horizontally of a walking surface". the work. If any questions arise before or during construction as to the Intent or details of the drawings,the contractor shall call the Architect, GYPSUM BOARD:Shall conform to Section 8702.3. The contractor shall provide pre-cut Ya" plywood panels to cover g Mark Schwartz, at the glazed openings$shall pre-drill edges at 12"o.c.to accept "THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE (631)734-4185 for clarlficatlon and/or Instructions. If the contractor falls to follow MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: 2-1/2"#8 wood screws and provide adequate number of screws GLASS IS MORE THA 60'ABOVE THE FLOOR. the above procedure, he shall assume all responsibility for the consequences of his for fastening. actions and/or decisions. Refer to Section 9307. 13.The owner shall arrange for supervision of the construction work to ensure STAIR LANDING:Shall comply with section R311.5.4 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 8301.2 (1) WIND DESIGN SUBJECT TO DAMAGE FROM compliance with the contract documents. STAIRWAY:Shall comply with Section R311.5 WINTER ICE BARRIER MEAN HANDRAILS:Shall comply with Section 8311.5. GROUND FLOOD AIR FREEZING 14.When using ACQ pressure treated lumber all malls, screws, sill plates and wind 6 ED A At?SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN SEISMIC WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT ANNUAL //�� G' SNOW LOAD EFFECTS REGION DEBRIS ZONE DEPTH HAZARDS INDEX straps must be hot dipped galvanized or stainless steel fasteners. PERMIT ET 11-21-1-G 01 �� N C'yy�� CATEGORY TEMP REQUIRED TEMP C? DRAWN: JM/MS 15.Per 1-302.13 code, new floor Jolsts at basements only(not crawl spaces): unless Q- 9 a lbs/f1-, MPH °F "F using 2x dimensional lumber or microlajolsts,1/2"sheetrock must be Installed on PROVIDE TRUSS SIGN IN ACCORDANCE WITH ��: �_ SCALE:AS NOTED m MODERATE TO underside ofJolsts(wood-I Jolsts or steel jolsts). TJI flak Jacket to be used In place PART 1265 OF NYS CODE „ j f + JOB#: 20 130 YES NO NO B SEVERE 3'-O" HEAD, 11 YE5 NO 452 52.70 of standard TA wood-Is for exception to code requirement(no sheetrock). e ' hwp t_tP s--, SHEET NUMBER: 2339 yp� D F N T - REVISIONS: -17 exist rear add 11-7-17 17BMT 11-10-17 ,xist 11-19-17 Detat s MANHOLE DETAIL CAST IRON INLET PROVIDE LIGHT FRAME & SOLID DUTY INLET FOR GRADE COVER TO GRADE. MAINTENANCE 6'THICK PRECAST CONCRETE TRAFFIC BRICK MAY BE USED TO REINFORCED, 4,000 PSI BEARING SLAB ADJUST CURB INLET CAST ---- ,• TRAFFIC BEARING GRADE IRON GRATE & FRAME TO CONCRETE SLAB SURFACE ELEVATION A 36" MAXI.MUIM `O1= 12 INCHES. g�� REINFORCED 4,000 PSI .. . , ` PRECAST CONCRETE -, 6" CATCH BASIN • . A _ STANDARD STEPS p a 16- O.C.—Tp. • .. s� . 6 11 EA � SDR 35 PVC INLET PIPE i FROM ROOF LEADERS • ♦• •'S oa MIN 6" MASHED o 0°° PLACE FILTER FABRIC ' a a oa STONE BEDDING AROUND STONE Joseph Vergorl Q °oO�gg i 4 SDR 35 PVC INLET PIPEUIB INLET DETAIL Q FROM ROOF LEADERS o"d° p qg 5855 New Suffolk Ave 4� i9 0 •• 4'DIAMETER x 6'DEEP �T� odd o D0'0° PRECAST CONCRETE W ''� CAST IRON CURB INLET 1000-115-5-18 LEACHING RING. REINFORCED, 4,000 PSI RADE GRATE & FRAME. ^ TRAFFIC BEARING ►--� ,ct �o o ooa N 7° 43 50 E 100.00 �i °°o�° • , cO CON{:RETE SLAB � �� BRICK MAY BE USED TO - - - - -- - - - - - - - - - - - - - - - - - ►� Q ADJUST CURB INLET CAST ,oao oq o°odo o°,o REINFORCED 4,000 PSI doo o°o IRON GRATE & FRAME TO CLEAN SAND PRECAST CONCRETE —26 u I Z/1 _ SURFACE ELEVATION A I Q I = I o JD GRAVEL FILL. ICAT0011 BASIN ", $ MAXIMUM OF 12 INCHES, V N1- oactIN p MIN, ;• FROM 5'—D" ; GROUND $" TO 20—O WATER � •.r.,;, p}C ^� � WATER ENCOUNTERED AT 13-0' ... 2-0"Mln. 4'-O"Diameter 2'-O" Min. i �„,,4-- ��� �,; •-,•. a , � T MIN. 6" WASHED TYPICAL SECTION AT LEACHING POOL (GrassSwale SLAB-DETAIL STONE BEDDINGwale Detail) I 2 Scale: NTS SET BACK LINE CI REINFORCED TRAFFIC I I I I " 48"• 6" SEARING CONCRETE SLAB I I I f 6O NOTE: THICKNESS AND REINFORCEMENT FOR SOIL. ''� ® TRAFFIC LOADING BY I I I I u AN ENGINEER � �6O Anthony Roza I I I I Clifford B. Jones 305 Blossom Bend I I , , 1700 Cardinal Dr 1000-115-5-15 ' ' ' ' 1000-115-5-13 STANDARD PRECAST CONCRETE CATCH BASIN I I � o � (43 X4 — T Ical (5 FEET TO 20 FEET IN DEPTH) I I I I I I Lawrence J. Bowles ZONE R-40 425 Blossom Bend s�T6�ek I 20'-0• , 1000-115-5-14 V SCTM#1000-115-5-14 SIDEYARD t LL6'0 X 5'DEEP m FRONT YARD SETBACK 50'-O' I SETBACK I --� � DRYWELL FOR MAXC. to O I I \ ' REAR YARD SETBACK 50'-0" ROOF RUNOFF/ C• 2 W SIDE YARD MIN 15'-0" I I NEW CATCH BASIN i �'� 19.3' \`' STRAWBALES TO PROTECT FLOW — SEE DETAIL THIS I NEIGHBORING PROPERTY GIDE : •: _ LL YARDS 3 I I SHEET i I FROM CONSTRUCTION DEBRIS ' :.'.:.• MAX HEIGHT TO o ----------- I AND RUNOFF a I I LOT AREA 24,499.00 I I _ r i i `a mI f N o I I I M M" C; u EXISTING HOUSE MAIN LEVEL 1537.00 I I i II x ,n MIN. TOTAL SQ. FT. EXISTING HOUSE 1537.00 rr PL,° u " PROPOSED REAR ADDITION 348.00 VERTICAL I I I I 4 0 Q) Fc� SLOPE ' , FACE 0 �v TOTAL HOUSE AREA 1885.00 I I 1 STORY I I o •� I �v TOTAL F.A.R. 7.69 I I i GA i FRAMEUS i I AREA OF CO 0 m " I I I ^ u ... -------------------- -- -- u') PERSPECTIVE VIEW TOTAL LOT COVERAGE 7.69 OVER-FRAMING � � I I I I I I BEDDING DETAIL PERCENTAGE OF LOT OCCUPANCY 7.69 I I i 19.2 I �� `� � M 04 36" MINIMUM 2 x 2 �`� - - - - - Ll 00 T 4 ANGLE FIRST STAKE TOWARD ®�^' �L FENCE POST I I � ' ' PREVIOUSLY LAID BALE. DRYWELL CALCULATIONS !► I -� • �` �i ` WOVEN WIRE FENCE DRAINAGE FROM ROOF /Z FLOW ^��^L �,f� n (6 x 6 - 10 / 10 WWF) Z 19'-O"X 18'-0" = 612 Sq Ft ROOF I �y +t 612 (.17)X1.0=104 CF \ ► W W FILTER CLOTH 104/22.34=4.654Q u moi. �n S/L USE 0) 6-0"0 X 5'-O" DEEP DRYWELL z � /�� 4.65 FT REQUIRED l9 ( � WELL I `� 5.00 FT PROVIDED O.K. o I LL I T EMBED FILTER CLOT G SE � I I Ul U BOUND HAY BALES MIN. G" INTO GROUND z -Z - PLACED ON CONTOUR — -- - - - - - - z'``� �, n 4" 5 7 4350" W 100.00` u BLOSSOM BEND U `� L f^ 2 RE-BARS: STEEL PICKETS OR NOTE: M 2" x 2" STAKES 1.5' to 2' IN GROUND. MAXIMUM DRAINAGE AREA � DRIVE STAKES FLUSH WITH TOP OF 1/2 ACRE / 100 LINEAR FEET HAY BALES. SECTION DETAIL SITE PLAN ANCHORING DETAILsaale:r=2o'-0• _ - SILT FENCE DETAILS ` 4' Scale: NTS � STRAW BALE DIKE DETAILS 'A Scale: NTS DRAWN: JM/MS F C. 6 SCALE; AS NOTED JOB#: d,�+• Y �'/�� yJ < SHEET NUMBER: ST- 1 REVISIONS: 10-28-17 11/2/17 exist rear a 11-7-17 Fu BMT 11-10-17 Exist BSMT 12-10-17 xtst ooms 7-0' 11 3'-4' 5'-7" EXISTING A DECK 20 10 30 6 3C46 11'-4"X 12'-4" AREA: 140 Sq Ft O W2 Wi Wi (V V 1 "� X PROPOSED RUG cl O QJ cv X N �J N O m MSTR BATH 6'-O"X 17-4" AREA:104 90 FT B t EXISTING T/V FAMILY ROOM n O 231-8"x 101-81 � 0 � � � AREA: 2525 sq Ft MASTER BEDROOM n., 12'-3'X 17-4' I O Area:212.3 Sq Ft X � rAO Natural Light 20%>or= 8% 0 Co Verrfilotlars 11%>or=4% �'� O Egress: 5.92>or=5.7 Sq Ft i~ SO Q (2�f4°Xg_YiM4 m ------------------------------- —__------_-_—__=_— 9-3" EXISTING BATHROOM = O 7-0"X 7-10' � - !� EXISTING AREA: 54.8 Sq Ft m SITTING AREA KITCHEN m 9'-3'x 11'-5" 20'-3'X 11'-1" pQL AREA: 109 90 FT AREA: 224A Sq Ft _ = p U EXISTING ON EXIST DOORS TO . p REMAIN EXISTING GARAGE III I II III 11'-9"X 231-8" ^�1 AREA: 278 Sq Ft ` V EXISTING LIVING ROOM EXISTING 20'-3"x 12'-3" BEDROOM AREA: 248 Sq Ft 13'-7'X 9'-11" AREA: 1545 Sq Ft 0 cn >~ M t" w� o`So o Q u czO w INDICATES EXISTING WALLS TO REMAINcl 2 PROPOSED FLOOR PLAN =______________ INDICATES EXISTING WALLS TO BE REMOVED 0 INDICATES NEW WALLScn ^. -� SD INDICATES SMOKE DETECTORS, ALL OF WHICH MUST uCO cu w O BE INTERCONNECTED THROUGHOUT THE HOUSE AS N o w PER SECTION 8314 OF THE NYSRC INDICATES CARBON MONOXIDE DETECTORS PER co SECTION 315 OF THE NYSRC AS MODIFIED BY THE NYS SUPPLEMENT. to w V WINDOW SCHEDULE DOOR SCHEDULE r , O WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESCRIPTION MANUFACTURER MFG # 90. FT. GLASS U-VAL VENTILATION CLEAR OPENING REMARKS QTY DOORW DOOR SIZE DOOR ROUGH OPENING DESCRIPTION MANUFACTURER MFG# 50' FT' U-VAL CLEAR REMARKS QTY W1 3-18'X 4'-94 3'-2 8"X 4'-9 DBL HUNG ANDERSEN 3046 10.80 0.32 5.93 5.92 EGRESS 4 TAG GLASS OPENING W2 2'_18"X 3'-14° 2'-2 8"X 3•-1--1, DBL HUNG ANDERSEN 20210 4.00 0.32 2.30 2.30 2 D1 31-0"X 6-8" STANDARD PANEL DOOR 1 W3 2-4 8"X 3'-4 i6 2'-4 8'X 3 '-5 8" CASEMENT ANDERSEN CW135 6.00 0.32 6.00 5.70 EGRESS 1 D2 PR.3'-O"X 6'-8' PAIR BI-FOLD DOORS 1 U U) k DRAWN: JM/MS SCALE: AS NOTED JOB#: SHEET NUMBER: A- 1� r\ REVISIONS: 10-28-17 11-7-17 FuTF=B 11-10-17 xist MT 2'-0"OVERHANG 191-41 11-19-17 rawl Space 12-10-11 Exist Rooms A 1/2"11 X 16' LONG ANCHOR BOLTS 1'-O" A FROM CORNERS$ 45"O.C. MAX. (TYP.) ----------------------- , II 1f , IIII I .. r---------------- ----- ----------------------- I LINE OF PROPOSED ADDITION BELOW x II IIf 2X8 FJ X w 2X8 FJ I @ 16`O.G. " D @ 16'O.C. i 1 I BE T � •° ------------------------------- --------------------------------------------------------------- 1I I I i i II I 91.0" II II II , 1 , II11 I1 r----------------------------------------------------------1 1 I I i i i i2 X 8 RR IDG 2 X 8 RR i i I i i I i VENT 11 1 1 I I I f @ 16"O.G. @ VENT 6"X 16"CONC. 1 L J BLOCK PIER ON I I I I + 21-0"X 21-0"X 1'-0' I l i i i I I I I 1 I ICONC. FOOTING , I 4'-0" HI CRAW SPACE , I II 11 II � II I I I I I I , I II II I I I I I I I I 1 I Coll I 1 I I I f X + I I I I I I I I f �Q n aV �O I f f I i i i9 XIas p i I iv f-i 1 1 I f I I I 1 M .• I , I I �0 tip I I � I I c0 IX I O ry `9 i i I i i i I REMOVE EXIST UTILITY 3_p^ I I I I I I w I I i f I i I f WINDOW TO CREATE 11 II II 0 II I I f l I I I f p I I 1 I I I I f ACCESS TO NEW I ACCESS I I I I I OC I i I I i i CRAWL SPACE AREA TO NEW 1 I I I I I I I I I I I 11 CRAWL I 2X8RR 2X8RR 1 OVERFRAMIN OVERFRAMIN -------- i -------------------------------- ----------- 1 hii --------- ------------------ -------- I — - -- --- IIr---------------------------1 -- ---------------------------------- — r— O4 ------ ----- SADDLE INTERSECTION I f i i i SS 6'-O" T-5' I I i i i I I I W D #5 DOWELS @ 12'O.C.V. 4"� O I EXRSTINGEPDXY G"CONCRETETO O •� I I I I I I I IO 1 " l i i I i i #5 DOWELS @ 12'O.C.V. 3'-10 I (DRILL$ EPDXY 6'INTO EXISTING CONCRETE) in CHANGING 1 1 I i i LAUNDRY p ROOM UNFINISHEDx] ii fl I i i ii i O 24'-4' ii ii i i i i i ~ 7� II I , I I I I I II 11 I I I 1 I II 11 I I I I I II II I f —f I I I I BOILER 9'-2" 22'-10' II II I f I I ii II I i i I ii ii i I � I II II I I I I I 1 OFFICE / TV ROOM INSTALL NEW U I I EGRESS WINDOW 11 I I I I I I I I I I U O METERcn i t•-LI U I I I I i OIL TANK CLOSET IIII I �----------------------------J -- ----------------- II -------------------- ------------------------------------ ------------------------------ I I E---------------------------------------------------------------------------------------------------------------------------------- ---------- MO PARTIAL FOUNDATION PLAN ROOF FRAMING PLAN � 0 � v CV E mO � U 235 # FIBERGLASS ROOF SHINGLES o n ' 15# FELT 1/2' CDX PLYWOOD SHEATHING x 0 m 2 X 10 RIDGE 19'-4 PROPOSED REAR ADDITION w c, PROPOSED 18'-O"REAR ADDITIO RIDGE VENT 0 :zl o 2 X 8 ROOF RAFTERS @ 16" O.G. AREA OF SIMPSON H3 FRAMING ANCHORS @ 16" O.G. `� OVERFRAMING FLAT ROOF AREA OF q 2 X 4 COLLAR TIES @ 48" O.C. ON U � E R-48.5 (7.5"X 6.5 R-VAL PER INCH) CLOSED CELL SPRAY INSULATIIONk -. -_ °c 12 3 2 X 8 CEILING JOISTS @ 16" O.C. TOP OF RIDGE o W 1 X 6 FASCIA BOARD 41 VENTED SOFFITS (CONTINUOUS) - - GUTTERS $ LEADERS TO GRADE (TYP.) - _ +8'-O"AFF _1/2" GYPSUM BOARD @ CEILING ` FIN CLG EL 7 SIDING TO MATCH I 15 # FELT 1 1/2" CDX PLYWOOD SHEATHING TO SITTING ROOM BEYOND I E:1 U DOOR TO MSTR �\ 2 X 4 STUDS @ 16 O.C. I U BATH BEYOND �\ R-22.75 CLOSED CELL SPRAY INSULATION (35"X 6.6 R-VAL PER INCH) LINE OF EXISTING r"'9 EXIST BEDROOM ' 91 rTINC RO M 1 ` 1/2" GYPSUM BOARD @ WALLS MSTR BEDROOM MSTR BATH 1 HOUSE BEYOND M5 R BE0,2 OM (2) 2 X 4 TOP PLATE 2 X 4 SOLE PLATE I °� 2 X 4 STUDS @ INTERIOR WALLS @ 16' O.C. (TYP.) - - - - _ +O-O"AFF - - - - - I -- - - 171 7 17 77711 M77F,77 Mimi - FIN _ (3)2 X 6 GIRDER GRADE „ 3/4" PLYWOOD SUBFLOORING w EL. -2'-2"t O 3 U / •i iiY FIN GRADE \ b 2 X 8 FLOOR JOISTS @ 16" O.C. a /\//� /2"0 ANCHOR BOLTS 12" FROM CORNERS 45" O.C. `�//\�x", (2) 2 X 6 CCA BILL v r/ ,� TERMITE SHIELD \X\ 8° CAST-IN-PLACE CONCRETE FOUNDATION WALL 2 X 8 RIM JOIST(CONTINUOUS) 6"X 16 CAST-IN-PLACE CONCRETE FOOTING \ /\ SLAB ON GRADE \/\ 4 , R-48.75 CLOSED CELL SPRAY INSULATION (75 X 6.6 R-VAL PER INCH) '/ / `///\//\//\//\\// /�/ / \//\ VAPOR BARRIER ,`, %\/ ///�j \ ' BLACK PIER ON \\/,\ 8'X 16"CONC. \\/\ \ �\\jam 21-01,X 21-0"X 1'-0" t a , 'k, BLOCK PIER ON \/�`' /\\//` ' / \(/ CONC. FOOTING / ��+ �^ J 2'-0"X 2'-0'X 1'-O' �! CONSTRUCT STEPPED EL-8'-5't _ _ _ _ _ _j / /\� CONSTRUCT STEPPED CONC. FOOTING \>\\j' `� FOOTINGS AS POSSIBLE BOT OF FTG %;7j FOOTINGS AS POSSIBLE �~ q SECTION 'A' = fi ��, Scale:1/4".1'-O" A DRAWN: JM/MS REAR ELEVATION ��� , y�. �� � ` SCALE: AS NOTED '•= JOB#: �, 33 ' SHEET NUMBER: REVISIONS: 10-28-17 11 - - 11 2 17 exist rear a 11-7-17 u T LINE OF PROPOSED 11-10-17 Exist B MT REAR ADDITION l - IT—,Crawl Space ROOF BEYOND 161 PROPOSED REAR ADDITION 12 LiLLUL LiLLL 1412 tb OI D I, I'I tv PROPOSED IL Liu �I REAR ADDITION �J 1 1 11 I I 11— —' L I I - GRADE I L _ 1-. r---------------- ------- i' ji J W a ----J V NEW EGRESS Q O WINDOW AND U1 WINDOW WELL E••� I F — F----- --------------------------------------- - — — -----------� •rl I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — Li F-i L__J L__ L__J0 FRONT ELEVATION 2 RIGHT SIDE ELEVATION 5cale:1/4'.1'-O' Scale:1/4"=1'-0" a O 0 ••-- �-•a ct Q w QQ 19'-4'PROPOSED REAR ADDITION 17'-8'PROPOSED REAR ADDITION T-4"AREA OF - - FLAT ROOF EL.+11'-2" - - --- -- —--- -_ 12 — TOP OF RIDGE 12 -- -- _ +8-O'AFF � 4� FIN CLIO, W -� Z - •CA a o aLILLL p � l o W4 ct 1- - - - -a-1� +O-O'AFF FIN FLR ELGRADE A _ L -r EL. -7-2't --------------------------'-! - --------------- -7 FIN GRADE W I I I I J I I I I I I LINE OF O u HOUSE p � L BEYOND �' U I F---------------- -------------------------- L--J ---------------------------------------------- ------------------------------------- — I I I I I I I I I I I I O I I I I I I I I I I I I •-i M N �+ O �- L - ----- ---- ---- ----- --------------- ---- ---- � r ---- ---- ----- T - -— X ^"' V BOT OF FTG LEFT SIDE ELEVATION REAR ELEVATION 3 Scale:l/4"_1'-O" Scale:1/4'c 1'-O" Ln U W rn N O W 4" THRU VENT cn H V I v� �• v= v� O I I I T---------I I � 1J5•i 1Y�i j 2' LSV. SLA—V�. TbB ; W.C. ' SECOND FLOOR 2• 2" ________I F.A.I. 2' 2' 4" i V C!] C.O. 4' X.H.C.I. DRAIN LINE f HOUSE TRAP TO SEPTIC SYSTEM PR PLUMBING RISER DIAGRAM NO SCALE NOTES: ° , 1.ABOVE GRADE DRAIN PIPES TO BE PVC SCHEDULE 40 y f;�•" ? C/y A '; , 2. BELOW GRADE DRAIN PIPES TO BE CAST IRON DRAWN: JM/MS S. WATER SUPPLY PIPING SHALL BE COPPER(ASTM B-42) '4 _ ' �- SCALE:AS NOTED t,,tw. ,, JOB#: 4.ALL PIPING TO BE SUPPORTED IN ACCORDANCE WITH SECTION P26O5(IRC) SHEET NUMBER: REVISIONS: NAILING NOTES '°� -I' ll BSMT NAILING SCHEDULE (EXPOSURE "B") TF-TU-Tr— F-T- 7 Fu X1st raw ace NUMBER OF NUMBER OF 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G" ON CENTER AT THE PANEL JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING EDGE. IF WALL SHEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, ROOF FRAMING OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. RAFTER TO TOP PLATE (TOE-NAILED) 4-8d 3 -10d PER RAFTER 2, WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OVER \ OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT. ROOF RAFTERS \ / 2X-4"WIDER THAN CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-8d 3 -10d PER JOIST ROOF RAFTERS \ \ I '� // OVER FRAMING RAFTERS CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK \ \ WO LAG BOLT @ RAFTER SLOPE: 3:12 (HEEL JOINT) 22 -16d 22 -40d IBC FOR ADDITIONAL REQUIREMENTS. \ / 4:12 17-16d 17- 40d � EACH ROOF RAFTER 5:12 14-16d 14 -40d SIMPSON L50 ANGLE @ 7:12 10 -16d 10 -40d EACH LAP 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. EACH OVERFRAMING RAFTER9:12 AND GREATER 8-16d 8 - 40d / I / 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING / CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT / MAIN ROOF RAFTER SLOPE: 3:12 22 -16d 22 -40d REQUIREMENTS SHALL BE USED. / •� / ROOF RAFTERS 4:12 17-16d 17-40d / 5:12 14 -16d 14-40d EACH LAP 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT / 7:12 10-16d 10 -40d REQUIREMENTS SHALL BE USED. FALSE VALLEY 9:12 AND GREATER 8 -16d 6 -40d CONTINUOUS RIDGE VENT CONNECTION DETAIL Z COLLAR TIE TO RAFTER (FACE-NAILED) CONTINUOUS RIDGE VENT TRIPLE STUD O RAFTER SLOPE: 3:12 7-10d 7-12d 1,0„ SIMPSON C520 @ 16.O.G. RIDGE TENSION STRAP SIMPA50N C520 STRAP @ 16"O.C. ~ 2 16d COMMON 4:12 6 -10d 6 -12d (8)8d NAILS EA. SIDE SIMPSON C520 @ 16"O.C. ( ) PER TIE �'O 6 8d NAILS EACH SIDE WRAPPED AROUND DOUBLE 2 X 6 NAILS @ 6"O.C. FOR 5:12 5 -10d 4-12d RIDGE BEAM SEE PLAN FOR SIZE ( ) SILL PLATE F.� 6:12 AND GREATER 4 -10d 4-12d ( ) """1�� RAFTER SEE PLAN FULL HEIGHT OF STUD ROOF RAFTERS(SEE PLAN FOR SIZE) FOR SIZE) (2)2 X 10 ROOF RAFTERS rT1 Z BLOCKING TO RAFTER (TOE-NAILED) 2 -8d 2 -10d EACH END (8)8d NAILS (2)%"0 THRU-BOLTS 03 (2)2 X 10 SUPPORTz7: SIMPSON L-80 FOR SKYLIGHTS Q RIM BOARD TO RAFTER(END-NAILED) 2 -16d 3 - 16d EACH END EACH SIDE OF RIDGE BEAM (SEE SIMPSON LU5210-2 HANGER '✓C1 EACH RAFTER PLAN FOR SIZE %"0 ANCHOR BOLT 51MPSON'HD5A' (4)10d NAILS(2) '' O.C.(MIN 3'-O" 7' (2)2 X 10 SUPPORT @ U WALL FRAMING RIDGE DETAIL AT RIDGE TENSION NAILS EACH PLATE ,T–, EMBEDMENT) / FOR SKYLIGHTS ch CATHEDRAL CEILING STRAP DETAIL %"0 THRU-BOLT SIMPSON LU5210-2 bA TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 2 -16d PER FOOT IN ACCORDANCE WITH 3.2.5.1. 2001 WWF / HANGER o "• TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5 -16d JOINTS -EACH SIDE ALTERNATE IN LIEU OF COLLAR TIES FOUNDATION WALL / FLOOR .�ct FRAMING DETAIL ~ STUD TO STUD (FACE-NAILED) 2 -16d 2 -16d 24" O.C. z SKYLIGHT DETAIL Z SIMPSON H2 A h� HURRICANE CLIPS O TRIPLE STUD HEADER TO HEADER (FACE-NAILED) 16d 16d 16" OC ALONG EDGES @ 16'O.C. SIMPSON "HD5A Q TOP OR BOTTOM PLATE TO STUD END-NAILED') 3 -16d 2 - 4od PER STUD AC4 EACH SIDE ( � C520 STRAP SIMPSON HD5A @ 16"O.C. �smBOLTS • BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR 2 -16d 1,2 2 -16d 1'2 PER FOOT I 1'-O• el V X 3"X&ST. PLATE SIMPSON AB44 BLOCKING (FACE-NAILED) -�` MIN • %0 THREADED ROD POST BASE SIMPSON H2 @ 16'O.C. FLOOR FRAMING %"0 THREADED ROD SECOND FLOOR SHEARWALL HOLDDOWN JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAIILED) 4 -8d 4-10d PER JOIST RIDGE / TOP PLATE 4 X 4 POST ,..� BRIDGING TO JOIST (TOE-NAILED) 2 - 8d 2 -10d EACH END CONNECTION DETAIL CANTILEVER DETAIL CONNECTION DETAILS (2)13/4"X 117/8" M.L. 2 X 6 WOOD CAP SIMPSON HD2A • BLOCKING TO JOIST(TOE-NAILED) 2 - 8d 2 -10d EACH END 2 X 4 TOP RAIL SIMPSON H210 HANGER @ 16" Y.2 0 LAG BOLTS @ 16"O.C. • TRIPLE STUD cn BLOCKING TO BILL OR TOP PLATE (TOE-NAILED) 3 - 16d 4 -16d EACH BLOCK TRIPLE STUD (2)16d COMMON NAILS O U cn 4 X 4 WOOD POST @ 48' @ 6' O.C. FOR FULL TRIPLE STUD rA 0 LEDGER STRIP TO BEAM (FACE-NAILED) 3- 16d 4-16d EACH JOIST HEIGHT OF STUD (2)16d COMMON NAILS @ " 2 X 4 BOTTOM RAIL %"0 THRU BOLTS G" O.C. FOR FULL HEIGHT ^� JOIST ON LEDGER TO BEAM (TOE-NAILED) 3- 8d 3 -10d PER JOIST DECKING CANTILEVER HOEDOWN DETAIL OF STUD r� 51MPSON H-3 HURRICANE r-- — — SIMPDSON HD2A 5/8>II1 THRU-BOLTS MM� (V BAND JOIST TO JOIST (END-NAILED) 3 -16d 4 -16d PER JOIST CLIPS @ 16'O.G. y (IJ LAG BOLTS @ 16' HOL DOWN SIMPSON H02A W P.T. DECK JOIST HOLD DOWN BAND JOIST TO BILL OR TOP PLATE (TOE-NAILED) 2 -16d 2 -16d PER FOOT Ys'0 THRU-BOLT @ le" O.C. HURRICSIMPSON H-3 DBL DECK JOIST HURRICANE CLIP @ 16' (8)8d NAILS @ 1"t O.C. O ROOF SHEATHING ,,_o„ AT POST AG4 EAC SIDE El SIMPSON U210 5 ACG EACH SIDE HANGER @ 16' 5/B'f�BOLT X 24' LONG /e"f�BOLT X 24" LONG PANEL INTERMEDIATE 4 X 4 POST SIMPSON C520 °° a ° `• STRAP @ 16'O.C. ° STRUCTURAL PANELS: SIMPSON PB44 POST BASE PORCH/RAFTER/GIRDER ° EDGES SUPPORTS CONNECTION DETAIL 1"t O.C. ° ° (8)8d NAILS @ ° INTERIOR ZONE 5 8d 10d 4" 6^ 5 •i. • , ° ° ° ° N o q. PERIMETER EDGE ZONE 8d 10d " 4„ >;.: co 4 Z , • ° °a ON O cn r- � GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d J:` 10"X10"XYo; \ 2 :E : •.::. ., BASE PLATE LOAD PATH / FLOOR FIRST FLOOR FIRST FLOOR ° ,': ::.:�: 1 w ® m CEILING SHEATHING �:}:;*: � : ° ° a FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HOLDDOWN ,� GYPSUM WALLBOARD5d COOLERS 5d COOLERS 7" EDGE /10" FIELD (4)3/4 0 X 12"LONG ° a 2'-0'X 2'-O"X 1'-0" � PORCH/DECK/JOIST ANCHOR BOLTS FOOTING (TYP) cuU WALL SHEATHING CONNECTION DETAIL FOOTING DETAILcz STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE N w EDGES SUPPORTS INTERIOR ZONE 6 8d 10d 6" 12" 4' EDGE ZONE 6 8d 10d 6" 6" ROOF FRAMING ROOF FRAMING � FIBERBOARD PANELS: SIMPSON C520 CONNECTOR SIMPSON C520 CONNECTOR W 7/16" 6d 3 - 3" EDGE/6" FIELD DOUBLE TOP PLATE OR(2)H2 AT ROOF DOUBLE TOP PLATE OR(2) H2 AT ROOF U 25/32' 8d 3 - 3" EDGE/6" FIELD V O GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/10" FIELD CRIPPLE STUDS CRIPPLE STUDS PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER H HEADER SIMPSON 5T 2215 CONNECTOR HEADER SIMPSON MSTC28 CONNECTOR FLOOR SHEATHING HEADER STUDS NOTE: HEADER STUDS UPLIFT CONNECTION IS REQUIRED AT V STRUCTURAL PANELS: EACH END OF HEADER AND AT BOTTOM U V] 1' OR LESS 8d 10d 6' EDGE /12" FIELD OF HEADER STUDS IN ADDITION TO �4 GREATER THAN 1" 10d 16d 6' EDGE /G' FIELD 4'1 MAX CONNECTORS AT WALL STUDS AND AT 4'1 TO 12'1 TOP AND BOTTOM OF CRIPPLES 71- - TT - -IT-- - I— I I I I I I I I I I FULL LENGTH FULL LENGTH WALL STUDS WALL STUDS I I p UPLI I I I SIMPSON ST2215 CONNECTOR SIMPSON MSTC28 CONNECTOR r, ; NNE OR 11 IT ',ra,�4 ` ✓ DRAWN: JM/MS SCALE:AS NOTED HEADED TIE DOWN DETAILS �y `Y. :: JOB#: SHEET NUMBER: