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Town of Southold 9/26/2017 o P.O.Box 1179 °q 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39245 Date: 9/26/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 780 Wunneweta Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-11-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/2/2016 pursuant to which Building Permit No. 41214 dated 12/9/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and covered front porch addition with landing on an existing one family dwelling as applied for. The certificate is issued to Kazdin,Elissa&Quigly,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 17-45943 9/5/2017 PLUMBERS CERTIFICATION DATED 8/30/2017 Chr ine Rivera t o ' e Signature g�EEDI TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41214 Date: 12/9/2016_ Permission is hereby granted to: Decker, Joseph & Maureen 780 Wunnewetta Rd Cutchogue, NY 11935 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 780 Wunneweta Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-11-15 Pursuant to application dated 12/2/2016 and approved by the Building Inspector. To expire on 6/10/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $772.80 CO -ADDITION TO DWELLING $50.00 Total: $822.80 Building 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: 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-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. • /343/t New Construction: Old or Pre-existing Building: r' (check one) Location of Property: XAfi Rd, �,,,,/l House No. Street Hamlet Owner or Owners of Property: 4�z A,-#2 q, V Suffolk County Tax Map No 1000, Section /a df Block Lot IS— Subdivision A 6-C,%V Filed Map. Lot: Permit No. q ( a(I Date of Pen-nit. Applicant: Health Dept. Approval: ��� Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: E/ (check one) Fee Submitted: $ S� Applica Signature Certificate of Compliance ' ................ ............................................................................ . .............. . ...... . .................... ................ CERTIFIED-ELECTRICAL INSPECTIONS,-INC. 188 PARK AVENUE _ = AMITYVILLE, NY 1170'1 P: (631) 598-5610, - ............................................................................................................................................................................................. . CERTIFIES THAT _Upon the application of Upon premises owned by - G&S Electric Kazdin Residence 0 Box 215 780 Wunneweta'Drive Southold, NY 11791 _ Cutchogue , NY 11935 Located at: 780 Wunneweta Drive , _ Cutchogue, NY 11935 - Application Number t 17-45943 Certificate #: 17-45943 Electrical License#: 578-ME 159 Section: Block:-' Lot: Building Permit#: Pool -4. 595/ Construction--41214 Described,as a Residential occupancy, wherein the premises electrical system consisting of -electrical devices and wiring, described below, located in/on the premises at: 2'Story House% Unfinished Basement/Air Conditioning/ In Ground Pool ` :A-visual inspection of,the premises electrical system, limited to electrical devices and wiring to -the extent detailed herein,-was conducted in accordance with the requirements of the•applicable code/or,standard promulgated by the;State of New York, Department of State Code Enforcement and Administration;or-other authority having jurisdiction, and,found,to be in compliance therewith on the 6th day,6f September 2017 - _ = -Name QTY = " 'Combo SD/CO -15 Amp, 120V 1 ,UG'Service Feeder=2'00 Amp, 240V Time Clock-40 Amp, 220V 1 _ ; Exhaust Fan - 15 Amp,;120V 2 _ Duplex Receptacle.'- 15 Amp, 120V: 49 _ _ -ARC-Fault-20 Amp, 120V 1 _ Furnace Circuit- 15'Amp, 120V 1 AC Blower- 15 Amp; 220V :2 Electrical Inspector:'Anthony Giordano o CCSD : . =OW 0 D of I DD SEP 2 2017 UMDING DEPT. T ,OF$OUTHOLD This-certificate.is not valid unless raised seal is present. _ Certificate of Compliance = = ......... . . .................................... .. ......... ..............,................................._............................................. CERTIFIED ELECTRICAL-INSPECTI.ONS, INC. 188 PARK AVENUE , AMITYVILLE' NY 11701 P:-(631) 598-5610 ............................................................................................................ . CERTIFIES THAT Upon the application of Upon premises owned by . G&S'Electric - ,Kazdin Residence _ - PO Box 215 780 Wunneweta Drive = Southold,,NY 11791 Cutchogue , NY 11935 Located at: 780 Wunneweta Drive , 'Cutchogue, NY'11935 Application Number#: 17-45943 Certificate#: 17-45943 Electrical License-#: 578-ME Section:, Block: Lot:' Building Permit#: Pool -41595% Construction -41214 Name QTY AC Condenser-30 Amp,-220V 2 ARC-Fault-,15 Amp, 120V 10 Dimmer-_15 Amp 120V 8 Dishwasher_Circuit- 20 Amp, 120V 1 Exhaust Hood -20 Amp, 120V 1 'GFI Circuit Breaker-20 Amp,' 120V 1 • 'GFI Circuit'Breaker-20 Amp, 220V 2 " GFI Receptacle - 15 Amp,,120 V, 8 - Gas Heater- 20 Amp, 120V 1 Incand. Fixture - 15 Amp, 120V 30_ ; Meter- 200 Amp,,240V 1 Electrical Inspector:;Anthony Giordano DRcg APPROVED`o` - ���, _ -- - � %mob• ••.��'• This'certificate is not valid unless,raised seal is present. I Certificate'of Compliance ............................................................................. ._ ....... _................................ ...............................- ...................... .. - _ CERTIFIED ELECTRICAL INSPECTIONS', INC. _ ` • = : . 188' PARK-AVENUE, • -- - .- , AMITIi'VILLE; NY 1;1701 _ - ,P: (631) 598-5610 . - .................................................................. ...................................................................... ...................... ......... - -CERT_ IFIES THAT - '_ Upon the application-of'' Upon 'premises Iowned-by- G&S Electric Kazdin Residence PO Box 215 780 Wunneweta'Drive' Southold, NY 11791 = ; Cutchogue ,'NY 11935 Located at: 780 Wunneweta Drive , Cutchogue, NY 11935.' " Application Number#: 17-45943 Certificate#: 17-45943, Electrical License M 578-ME - Section:- Block• Lot• Building Permit#: Pool -41595 / ' Construction -41214 Name QTY Motor- 15 Amp, 120V _ 7 ' -Pool Fixture - 15•Amp,-120V 1 Pool Panel -60 Amp, 240V 1 Pool Receptacle -'20 Amp, 240V' 1 Pool Switch,- 15 Amp, ,120V 1 Service Disconnect-200-Amp, 240V 1 _ Smoke Detector- 15 Amp, ,120V 2 Switch - 15 Amp, 120V 17 Electrical Inspector: Anthony Giordano NS 'APPROVEDo_ run..... \`\\ - This,certificate is not valid unless raised seal is present., OD SEP 25 -2017 _ - EUIL9DNG DEPT• '' T®WN OF SO UTISOLD ' 09/02/2008 03:23 6312008411 BERTSAND PLUMBING PAGE 01/01 O�guFF0i'f Gyp Town t•TA11,53095 Mnin Road O 'fax(631) 765.9502 P 0.,Box 1179 y�0 �O�' Telephone(631)7654802 SaQWI' ,ld, Nrw York 11971-0955) D [EC[E0V[E DBUILDING Dr:tPA17TMENT AUG 3 1 2017 TOWN OF SOVT>F OLD TOWN OF SOLT HOLD C� RTXI+ICA'1'' 1'UN Date: 7 Buildilie Pet-nii.f No, owner:c `-- (F31e , e print) y (F case pl•i.11t) T cartify f11at the solder used in the 2/10 rt f I% lead. I;l' ..tltihet,s; ,�1�;n�1,Curc) S�. ovn to I)uf.I C 111(., flu;; �-th clav r,t l'�u V5� 7_r1 1— . Notary . ubliu, . 5 fro- .. C'�uttty BRIAN A GERAGHTY Notary Public,Mate of Now York ° No.01 CE6334556 Quallfied in Suffoik County Commission Expires Dec.21,20.� lZl� Al SOUlyolo eoulm,Nc� 'TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FO NDATION 1ST [ ] ROUGH PLBG. ( ] OUNDATION 2ND [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]' ELECTRICAL (FINAL) R MARKS: l/r ✓�' rwtl� �k . 94LA,l - � sir DATE ? ''' INSPECTOR pE SOUlyolo N o _ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC -ION - [ ] FOUNDATION 1ST [ ROUGH PLEIG. . [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECAL (FINAL) REMARKS: k0VWACTf1SS ©v V-VA�,o v o �-irvt4v,, fYz sip" ojeq- rh 6lv 4v�. e�,- DATE INSPECTOR laf so TOWN OF SOUTHOLD,BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST - [,rOUGH PLBG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY 'RE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [v FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRIC-7AL (F II/ALL) REMARKS: Vire OwU-w V V-- .04�0 64�� d 4L) ce� �I% oy—vo� U'Y44- 1- 0 ��oi"vj oQv--� �-PA Vi DATE INSPECTOR 11A o tf SO 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 KELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR!Vc f f SOF SOUTy H O i holy 0 M`I,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ Vf FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG rH) [ ] ELECTRIIC-AL (FINAL) REMARKS: b Mvy, vil 4, hJ toW-F 4A 06 viw, CA ol*' h , 4P2, Dov' DATE q INSPECTOR OE SOUT coUNII,N TOWN OF SOUTHOLD BUILDING DEPT., 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4m Ar h v xA- ul '0j Com' DATE13 INSPECTOR I im( 6 , Hudson Insulation of NY,LLC 744 McDonald Ave Brooklyn,NY 11218 i az Phone:718-435-5277 Fax:718-853-0582 Quotation Estimate: 18634-1 Quote Date: 02/21/2017 Job: Blueprint Date- To: CDR CONSULTING Jobsite: 250 SOUND BEACH DR Subdivision: Lot: CDRONTHEBEACH@AOL.COM 780 WUNNEWUTA RD MANITUCK, NY CUTCHOGUE,NY Phone:516 384-9225 Fax:631 298-8614 Specifications BATT PHASE ITEMS CARDBOARD BAFFLES 16" BATT PHASE ITEMS FIRECAULK-ASTM E-814 INTUMESCENT CAULK BATT PHASE ITEMS POLYVENT 24" BATT PHASE ITEMS WINDOW AND DOOR FOAM CEILING BATT 2nd floor ceiling R30 KRAFT FACED BATT R-Value 30 OUTSIDE WALLS 2X4 R13 KRAFT FACED BATT R-Value 13 OUTSIDE WALLS 2X4 MITEX CLOSED CELL R-Value:6.3-1" OUTSIDE WALLS 2X6 R19 KRAFT FACED BATT 15.25" R-Value 19 GARAGE CEILING R30 KRAFT FACED BATT R-Value 30 OVERHANG R30 KRAFT FACED BATT R-Value 30 BASEMENT CEILING R30 KRAFT FACED BATT R-Value•30 Total price to supply and install ----------------------------------------------------------------- 8,470.00 Conditions "TERMS: 50%AT JOB START 50%AT JOB COMPLETION" Areas insulated as specified using Knauf Insulation products. Knauf Insulation products are Energy Star®and GREENGUARD@ certified. Any additions may be subject to an increase in billing. This estimate is valid for 30 days from the quote date. No oral terms or representations shall be considered a part of this agreement. Please sign and date this quote and return by fax to 718-853-0582. Signature Date Respectfully submitted,Marghenta Ventimiglia [�(g[EUV[E Estimator DD mventi@hudsoninsulation.com mventi@hudsoninsulation.com DIP MAR m 8 2017 BUILDING DEPT. TOWN OF SOUTH®DID Estimate#18634-1 Page 1 of 1 Quote Date 02/21/2017 FOUNDATION(IST) FOUNDATION (21 � r= ,.ROUGH FRAMING& ! PLUMBING .•� ,ice 4, /, - � /.�%�L�%� -_` TIE: &Mol INSULATION PER N.Y. , STATE ENERGY • 1 - INS MWWOME M"/ MINA M- 2=01 "AMMIK, ADDITIONAL COMMENTS � Lei/S� � � •� v � � � � ♦ .�� 51. r 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 Plan's TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldTown.NorthFork.net PERMIT NO. y 12\�-A--e- Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate L, • Storm-Water Assessment Form �! Contact: Approved 120_5� Mail to: Disapproved a/c Phone: Expiration c, ,20__L_V f m Building Inspector k OLICATION FOR BUILDING PERMIT DEC 2 2016 Date —, 201(o BUMDINGojIDWr- INSTRUCTIONS a. This a'I i�iF R T Ebn pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by-this application may not be commenced before issuance of Building Permit. dy,-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 hasynot 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) ( ailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises " L l s.l z (As n 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 N6-.- Other o:Other Trade's License No. , C"L ch()�5 LA4 1. Location of land on which proposed work will be done: ��l� �i(✓ %.0 o✓ � @Gu ��+ �o cec�� /C/ `�t'�S�r �i 1ie House Number Street Hamlet County Tax Map No. 1000 Section /Q e,< Block f / Lot J 1 p Subdivision ,/�.�sS ��'r Filed Map No. Lot 2. State existing use and occupancy of premises and intended qse and occupancy of proposed construction: a. Existing use and occupancy 1r b. Intended use and occupancy 5-,5ZW 6 3. Nature of work (check which applicable):New Building Addition Alteration i—' Repair Removal Demolition �� Other Work fo Z"L•1116 (Description) 4. Estimated Cost /'02.S;ej v a 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 occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 4/11 ® r Rear 0 U Depth 3 2— Height Number of Stories Dimensions of same structure with alterations or additions: Front 1 /��' Rear �U Depth Height Numbero � € ? E 8. Dimensions of entire new construction: Front Rear ..__ Depth Height Number of Stories ;):i�av � �' r 9. Size of lot: Front 40 Rear / 62 O Depth -�0C "TO Fes` 10. Date of Purchase Aj / Name of Former Owner *! 11. Zone or use district in which premises are situated 2 11,7, 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO IVIA 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premisesA/ Q&.f 4w Address Phone No. Name of I Address Phone No „&J- )".17-8`�a Name of Contractor 1_ -,2222 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE ,EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ,a/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. , 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 9'L-,VA . (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belies) ic, t2a�t!e0o e 1 Vork performed in the'manner set forth in the application filed therewith. No.01BU6185050 (qualified in Suffolk County Sworn to before me th'1,0-004-y, Commission Expires April 14,2�� day of 20� Notary Public Signatu e of Applicant 4 "V) 0 SIIIFQ r� STcO�]� I��J WA\'7C']EIK Scott A. Russell SUPERVISOR 0I��[Ak.NAG�]EI� UEN T SOUTHOLD TOWN HALL-P.O.Box 1179 1z 53095 Main Road-SOUTHOLD,NEW YORK 11971 411 Town of So u th o l d 1 � CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) 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. ❑[�B Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ET'CSite preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑�:Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑EJ-Er�Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ 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..your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date: District 1 NAME: ��+i x -'-w>i 11D J< Section Block Lot (SSneillfei -Ft=-• I�OR BUILDI`G DEPARTNIEN-r t_sr ONLY Contact Information: ���'��� <.2.2 ^ ,, Pn� Reviewed By: Vl — — — — — — — — — — — — — — — — — — _ Date- Property Address / Location of Constl-uction Work: — — — — — — — — — — — — — — 6 f �� � ® Approved for processing Building Permit. — 1) Stormwater Management Control Plan Not Required ❑ Stormwater Managennent Control Plan ib Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 O��pF St?(/l�ol U Town Hall Annex Telephone(631)7651802 54375 Main Road cn max{631)765 g5p2 P.O.Box 1179 G� Q roger_richertdeoxwn.SOUthO(d.ny.us Southold,NY 11971-0959 Q �O BUILDING DEPARTMENT TOWN OF SOU'FHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: s L 4-- Name: License No.: S'7 —�- Address: , O. �o� a i S COUZ-41060 119-71 Phone No.: . JOBSITE INFORMATION: (*Indicates required information) *Name: 1W I l-1"':1M *Address: 7 � l,�UA_Ww �j A4 �/Q- 1Ch ob J 15— *Cross Street: —I 1nW .S"TDrJ 12,d `Phone No.: L/ Permit No.: Tax-Map District: - 1000 Section:. Dy Block: 1i Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �j (Please Circle All That Apply) *Is job ready for inspection: YES QN Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information (If needed) *Service Size: 1 Pha 313hase 100 150 200 GD 350 400 Other 'New Service: Re-connect Underground Number of Meters Chang Ot Additional Information: PAYMENT DUE WITH AP L �M 82-Request for iinspectfon Form �Upn� 3 BUHMING DEFT. I /7 1 V -0 TOWN OF SOUMOLD m / ,-TOWN OF SOUTHOLD PROPERTY RE CARS? 11-7 - 7 OWNER STREET VILLAGE IST. SUB. �—,LOT*,� P9 w b h Tz Y- &V,07 4 e W2r8o a.d 0 rJ 1-G 1 W g. dJd-d I/ pgow iA (f r 4f-C, FOR ER OWNER N E ACR. 2QJ I A-1 WM'� 5 W TYPE OF BUILDING A Uci 1 .4 &W—r f RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value Lo LAND IMP. TOTAL DATE REMARKS Lo Af 14& Low Lo ire Co Lo3 4,3 z1 G o U r9 a d 0 Co 0 goo acv 7J0z3tt AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 L m -T'Pllable 2 Lo Lo -yolable 3 m Lo Nooclland 'swampland FRONTAGE ON WATER 103rushland FRONTAGE ON ROAD 00 - miouse Plot DEPTH N t m BULKHEAD otal DOCK 0 , , ■■■■■■ ■■■■■■�r■■■■■�■■■■ns I WN MEN MEN^4 i ■■■W■ ■■N>■■ ■■■ME■■■■■■■■■■'ncaw =MEMO■■ ■�!±©�I■■■�!#�E■ MEMO ■■tl��i • -, .t�ytR � .'`� ■i�■■■i��■■■fiiiiiiii�a�aiill■�' 3��r■ ■■■i■■■!1■Ei■■■■i-R■■M�i!■L�IM"M■■■■ii■ ■�'i■ . .._ ._- ■■iii■■E�■►�■i�■11■ ■i■■■■EMNIMOMM No �1 ����■■■ice■■■■�■■■�■ ■■■A■■■■■■■■■■■■■■■■■■■■E�■ ■ii■■■ ■■■■■■■■■■■■■ • �:. - .. Interior Flnish Rooms 1st Floor Mkecreofion RoomM- W Mf& .. �.� — zy, 5URVEY INFORMATION TAKEN FROM SURVEY PREPARED BY VAN TU12 d 5ON5, DATED OCTOBER lO,1967. 1z, N C1 -211 yye / Cn IDT 9 PORCH AAV S A/R5TO REHIVH / 9 / l ,01 N / / 2-STY FR HO s 1/ y\ GARAGE yti A66 3p0 oa 5645.F Q. � q aim 12CIEVE / SEP -8 3015 DUII-DIt2G DEPT. TOWN OF SOTTTDOLD RED q �EVISON5/91=ONS DRAWWG TITLE yA0 H�. D�1� DESQ8rKX1 QWV�1``a ym asuvre .�wnan Q ROT RAA * 4a S va s OQ1- CAD FLE NANE F NENt 16_1955yLAry! -- PROkCT TITLE DATE NSA PROJECT Nemschick Silverman Architects P.C. OB/10/101 e ioiio a-iav • me eusNe..afARQIm:DTURE• DGWR RL/IDUICC 780 WNAAGRTA ROAD SCALE DRAWNG NO. CUTOIOGUG/D'1195 -- 160 Main Street,Suite 200 __ MAO= Sayville,New York 11782 DISTRICT. SECTIOk BLOCK LOi DRAWN BY pp_1 Phone.,631.563-2130 Fax:631.563-2139 www ns-arch co m a„ loon loA 115 299 ZtA SURVEY OF PROPERTY at CUTCHOG UE l TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-104-11-15 DRIVEWAY ��� SCALE. 1 40 �- R� �► OCTOBER 4, 2016 / '�► YAGGARINO 1 WW S. ----Y �ws \ � Zd NA , g �V(c a Z DRIVEWAY \�G tflCP p5 �L\yam � \ Q 99 o. , O \ 0°E0 \ &OpP \' F 0� ` '�0 'L F . 9 -----�OVHWs-�--- o / �0 5' •o�l�""veio�� 0� �0 �O. / \ 566.5 CER71RED TO. WILLIAM QUIGLEY ,C1 ELISSA KAZDIN ROYAL ABSTRACT OF NEW YORK LLC STEWART 777LE INSURANCE COMPANY / \ LYONS MORTGAGE SERVICES, INC., ISAOA, A77MA PIN O LOT NUMBERS REFER TO "AMENDED MAP A OF NASSAU POINT r`; FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS FILE NO. 156. v YY ■ = MONUMENT j „�� � .Y.S LIC. N0. 49618 ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON PECONIC SURVEYORS, P.C. OF SEC77ON 72O9OF 7HE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECRON 7209-SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA = 29,306 SQ. FT. 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TO TIE LINE16-093 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 % DTE:j AT REMOVE EXISTING -�- CIHIMNEI i—REMOVE 71C,,�j H I-F E C,-r J 1:�- t !�s C�.!�rN�"�C�''��,1C';-I-G'",'^_!.. { :�—,;.�!..v,,T'.a�;;')Ff`j;';O�,!;;_ I O III I 1 11 111 1 1 1 LAI I I 1 11 111 1 INJ 111 11 1 1 EXISTING.ASPHALT.SHIN .... ... ... 11/16/16 BATH PORCH 0:�- T H E coc OF N Ll III I 1 11 1 t DES -)l' RESPON'Sir"ll F019 �J OR C( F',j'CT'!ON� I I 1 11 11 H 1 11 11 11 1 11 11 1 1 1 11 11 1 1 1 11 11 1 1 1 11 11 11 1 1 1 1 1 1 1 1 1 1 11 1 1 1 11 11 11 1 1 11 11 1 1 1 11 11 1 1 1 11 11 1 1 1 11 11 1 D1.11 j C U PA N r,Y UR 11 Hill ii Iiiii 11 11111 11 11111 IS UNLAWFUL 1111111 1111111 Jill 111 1171111 11 11 111 1111111 11 1 1 1 11 11 -- PROPOSED 2"X10* COLLAR TIES 1 7h' UT CERTIFICAT 11 1 1 111 11 -H 111 11 1 1 111 11 1 1 016*. SETAT 12' AFF I ILH I I I I I D H 1] E ISTI G TRUSS PLACARDING REQUIRED EXISTING ASPHALT SHINGLES 7 I I II I II I I I I I I I I 1 11 1 1104 E Is Nc 3RE L. EXISTING VINYL SIDING— ;& EXISTING VINYL SIDING I I I 1 11 1 1 t-Hill 1 1111111 111 111 1 1 11 11 111 11 11 11 11111 1 1 I-u REMOVE EXISTING (�nJ LEAD CON7 ENT BEFORE j % CEILING JOISTS OCCUPANCY iFICATE OF E E.): �.A-p i I III I Ill Jill ill illi ill 11_11 1,0L DER USED IN WATER 6 WJ `-PL IS YS TEM CA NAIO T 0 EXCEED 2110 OF 1%LEAD. EXISTING VINYL SIDING 0 E IST NG E—X PLUMBING 311 EXISTING VINYL SIDING— 2 701 I 0- 0 2C 70 3 - ALL'' PLUMBING WASTE 0 5 105 2- 30 -'ATER LINES NEED,, EXISTING VINYL SIDING EXISTING VINYL SIDING EXISTING VINYL SIDING RETAIN STORMI VJATIER RUNOFF Ely PURSUANT TO CHAPTER 236 OF THE TOM4 CODE. C GRADE GRADE: 0 O Z XIS NG Lu .01 0 00 0 C;RA[:) F Co I- < E o i zil rE LEFT S I DE ELEVATION (PROPOSED)— E F R 0 N T E L E V A T 1 0 N (P 0 P 0 S E SCALE: 1/4" = 1'-0" SCALE: 1/4" 1'-0" < < z I- - C) >m LL] 0 (1) (L - - 0 W REMOVE 0- Ld < EXISTING 0 z CHIMNEI REMOVE (J� EXISTING CHIMINEI Z U� 0 FEA < z EXISTING ASPHALT SHINGLES 3046 [F32: 2432 E srI c EXISTING ASPHALT SHINGLES EXISTING VINYL SIDING Charles M . Thomas EXISTING VINYL SIDING a r c h i t e Ci t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT LL==j tL==j J"E I I-REMO-Va11tSpl II FF 11 FF--1111 3032 EE: 3032 [El 6LLL6=-== 11 EBE91 11 — FW I 611 FW( 3( 611 FW I 5( 611 FWG 1 611 II n n II EXISTING VINYL SIDING EXISTING VINYL SIDINC EXISTING VINYL SIDING L�jl �l 116- ELEVATIONS R17ED E —ICRADE DATE: 10/9/16 PROJECT No. DRAWING BY. C.M.T. R I G H T Sl DE ELEVATION (P R 0 P 0 S E D) CDWG HK No.. SCALE: 1/4" = l'-O" REAR ELEVATION (PROPOSED)4 0- o� -Fb IEflL SCALE: 1/4" l'-O" 1 1 OF 3 GRADE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE To THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH T'-{EM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ARCHITECT REVISIONS D E S C R I P T 1 0 N 10/16/14 60'-0" 11/16/16 BATH / PORCH 21'-7" 35'-2" �n I PACK OUT EXISTING SUBFLOOR i. EXISTING 8" CONCRETE BLOCK SPACE FOUNDATION WALL a) N E W STEEL BOLT 8" CONCRETE BLOCK FIREPLACE FOUNDATION ON 8"X16" POURED 0 0 CONCRETE FOOTING. (TYPICAL) 0 0 ANCHOR AND BOND TO EXISTING EXISTING 8" CONCRETE BLOCK ° FOUNDATION WALL ° ° WITH #5 REBARS 012" O.C. VERTICAL EXISTING EXISTING 2"X10" ° EXISTING 2"X10" N (TYPICAL) r — CELLAR JOIST ° O O ° JOIST EXISTING GIRDER a� EXISTING POURED o 0 t2 CONCRETE SLAB o 0 N L J EXISTING STEEL N 2 5" 9'-5" PIPE COLUMN RIP DOWN MICRO LAM AND FORCE FIT _ THRU BOLT 12" O.C. TECO EACH JOIST EXISTING r r STAGGENED W 8X35 STL. BEAM 1 EXISTINGI&DF — I I� POST TO FOOTING �x GARAGE EXISTING FIREPLACE L .J FOUNDATION r 00 1 EXISNG GIRD R I TO REMAIN tXISTING GIRDER CV O N NEW 3 1/2" STANDARD STEEL PIPE L — J COLUMN EXISTING STEEL ON A 24"X24"X12'DEEP O Z O 23'-2" PIPE COLUMN — — POURED CONCRETE FOOTING. (TYP) M - -� o FLOR DETAIL W � L 1, ' O 2 SCALE: N.T.S. zC) �- 16'-0" O n Me= 0a Q j F w Nw 111c,W- O W -1 o Nz �I 3'-1" L� EXISTING RIDGE ! 2"X10" ACO LEDGER BOARD CC Q Q THRU BOLTED TO BOX BEAM z EXISTING POC: Q O YRAFTER W � I W EXISTING PLAYWOOD O 0 U I T _ r ..) _ EXISTING ASPHALT O r -i ~ SHINGLE ROOFING (V "X10" ACQ GIRDER o Un I n s J LL � Q 31'-6" � z 12"0 SONO TUBE PIER 0 tO 24"x24"x12" P. C. FOOTINGS J 12"0 SONO TUBE ON i) MIN 36" BELOW GRADE 24"x24"x12" FOOTINGS (TYPICAL. MUST BE VIRGIN SOIL) MIN 36" BELOW GRADE a w J(MUST BE VIRGIN SOIL) bj bi elf 3r C) 3) 2X10 ACO GIRDER U0of U c zwj ¢s �M : N Y= m O to Li cn ex UI NEW (3) 11j" U z MICRO LAM RIDGE 00 —0 4'-0" '-0 R I D G E D E T A I L 8" CHEEK CONCRETE WALL MIN 36" BELOW GRADE 3 SCALE: N.T.S. Charles M . Thomas 24'-0" (MUST BE VIRGIN SOIL) 36'-0" a r c h i t e c t so'-o" PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT P F 0 U N D A T 1 0 N PLAN (PROPOSED) SCALE: 1/4" = 1'-0" PLAN DETAILS DATE: 10/9/16 PROJECT No. DRAWING BY. CHK BY. DWG No. A'- 002 - 00 2OF3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY A�- METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I I ARCHITECT REVISIONS D E S C R I P T ION 11/16/16 BATH / PORCH 57'-7" 11/16/16 PANTRY 35-13" to'-11 " DECK FWG 120611 36'-0" (2) 9 1" ML/W�J" STL FLITCH HDR 21 -3- R 6'-6" 6'-6" 8'-4" 10'-10" REMOV,F, of I REMOVE EXISTING 4'-11" EXIS G REMOVE REMOVE REMOVE WINDOW REMOVE EXISTING SECOND F CANTILEVER DOOR — — EXISTING — — — — — — — — — EXISTING — — — — — — — — EXISTING — — EXISTING 2 32 WINDOW 24 2 WINDOW WINDOW WINDOW FWG 0611 FWG 0611 FWG 6 611 » °« »°« « « uj R (2 9 M HDR �9 ML R (2) 9 �" ML H = 12'-0" ° LINE OF TRAY CEILING — — — ~ _ UNE OF EXISTING of I — — — J-2' p Z I f WALLS TO BE REMOVED iv DW 0 X I) I I 15'_4» I 125 ® EXHAUST to B A T H .0 FAN TO EXTERIOR N NI BEDROOM BATH DINING I K III T C H E N --� 3'-0" a l Z o R II W Ln o 0) I I LINE OF EXISTING o I REMOVE w F A M I L Y W x zl� x o 0 o WALLS TO BE REMOVED o 0 EXISTn G -0 Ija c9 g 0 ROOM _I 0 Z X � W p 12'-6" z I a ¢ a_ z x- u N v I I _Z o = N z J y IN Ln a 0O I J _ X o I F 3) 11 " ML RIDGE O x co z X L'aW = � Z w I V i _ I I rnrn w ( SEE DETAIL) 2 � "' x It o LAUNDRY O W X a LINE OF EXISTING 9'-0" w&1 0 3 N I I w WALLS TO BE REMOVED °" — w w o -- N — — — — — 6'-4" 14'-10" 5068 O u _ _ _ 0110 Z (2)2sse �3�,2,"�wx10" I = CLOSET z FLUS - - — J I f�EF. O Z i� Q M o ' PANTRY I I �G — _ ( I = M = — CLOSET — —� — — — — 2sss � I I L N o Z I I �• +ice �I y— � — 0 REMOVE = OSE o I I F �' N — EXISTING o I O W .1 cnN x — I ( \ I I FLUSH SEE DETAIL 3 Ni M CHIMNEY iv -0„ w (SF fR7�Y I N U TI L�TY a L_ J C) � z Nz REMOVE EXISTING FIREPLACE _ — — o I CLOSET I I INFILL FLOOR FRAMING 3 1/2" STANDARD STEEL PIE COLUMN I _ K z w MATCH SUBFLOOR TO FOUNDATION BELOW (TYP EACH SIDE) EXISTING L_J Z LIVING I W"" I-- 7 F I xo ss� 23'-8" W 4'-6" R 0 0 M 4'-3~ o f S I I V) Ld 3 4 M A S TE R I- 0 ' - o BEDROOM �"' I� n 3052 3052 3052 / I I F L� ~ I I N :> B E D R O O M 20T UNU��C N Q a r) = � SHOWER WIN1•�1 N v REMOVE EXISTING BAY DOW z x NEW TRIPLE DH UNIT Li tD 7 9 w W c� UP w 0 Z Q O � o � BATH o6� — — w o II 10'-9" REMOVE — — J Lo EXISTING 6'- 10" DOOR II CLOSET Z INREMOVE EXISTING BATH I[==( I 1� - �jl11'-5" I I I FIXTURES. NEW WALK IN X968 2068 3052 -3052 3052 / CLOSET REMQVE-EXIal1N — — — — — — EXISTING 3TI 3 46 WINDOW SECOND FLOOR CANTILEVER REMOVE WINDOWS 6'-4"_ 6--11 "X4" PORCHING AS PROPOSE o. 36'-0" SELECTED PER OWNER FRONT— PORCH RONT PORCH 36 RAIL PER OWNER 6'-10" = P SECOND FLOOR PLAN PROPOSED 2 SCALE: 1/4" = 1'-0" tt" 101 D" ICharles M . Thomas ON ff)Lja r c h i t e c t Q UMBER OF TREADS AS oW_ PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 DETERMINED PER GRADE w �w o_ L_w PROJECT z_ n m� �w NUMBER OF TREADS AS Z DETERMINED PER GRAD 6'-0" 24'-0" 36'-0" 60'-0" PLANS P FIRS T FLOOR PLAN PROPOSE D DATE: 10/9/16 SCALE: 1/4" = 1'—O" PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. 0- 003 -Fo0 3 OF 3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PAR,, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, TOP PLATE FRAMING TO ACCOMADATE TABLE 8301.7 - CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS Y RAFTERS AND CEILING PIPING — R602.7. 2 STUCTURAL MEMBER ALLOWABLE JOISTS OR APPROVED DEFLECTION ROOF TRUSS TOP PLATE'S RAFTERS W/ GREATER L/Iso SLOPES THAN 6 W//NOTOP PLATES FINISHED CEILING SECOND STORY TOP PLATE— WW MM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. ACCORDA�CEDWITHTALL �" IN STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS PARTITIONS FLOORS AND PLASTERED L/360 BE CUT OR NOTCHED BORED HOLE MAX CEILINGS STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX SEE DRILLING AND SEE DRILLING AND / NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40% Z BOTTOM PLATE WFCM SECTION 3.3.1.1.1 NOTCHING PROVISIONS EXT. WALLS w/ PLASTER OR H/3sa OF STUD DEPTH 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE STUCCO FINISHE 5/8" MIN. TO EDGE d NAIL AT 6" O.C. NSTALLED IN ACCORDANCE / EXT. WALLS-WIND LOADS L/240 ALL PANEL EDGES) WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES / o T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-NAND LOADS L/240 5 8" MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT / NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED � BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the co TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding lods for hte g BORED HOLES SHALL NOT w „ P g purpose of the determining d NAIL AT 6 O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40� AND 60� o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT ORJ5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND NO MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not AND SO BORED cn � BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of0 z0 OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shallti Cn C14 - 16d NAIL AT 24" o.C. IW WITH WFCMLLED TABLE03DANCE WFCM 2001 SBC HIGH WIND EDITION �ot exceed L/,20 TABLE R 301.2.2.2., WFCM 2001 SBC HIGH WIND EDITION w SILL PLATE JOIST °e• 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A ORABASEMENT s \—SUBFLOOR FRAMING D 12' RS O.C. PANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 . ON ALL ROOF/CEILING ROOF/CEILING SLAB—ON—GRADE (b) INSIDE CORNER DETAIL PANEL EDGEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMINGEXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR CO ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS f TYPICAL WALL, FLOOR & ROOF FRAMING NON— BEARING WALLS: 8602.6 �� (2� LATERAL BRACE AT 6' O.C. Uj o FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) I'— JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n (� FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE F A S T E N E R S P A C I N G SEE STUD TO RAFTER TRUSS OR CEILING JOIST z W FASTENER 2 FEET 4 FEET 6 FEET BLOCKING SECTION A—A/ I C PPLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS 0 T PICAL TYPE PANEL SPAN < PANEL SPAN < PANEL SPAN � PANEL SPAN ENDWALLALLOWS ONNECTORS 2 FEET 4 FEET 6 FEET 8 FEET 1/2" SPACING—� A A R QUIRED O U 7 „ „ HOLDDOWN 10-8d 16 16 12 9 WO D S11 �REWS INSTALLATION NAILS o .� HEADER STUDS ULL LENGTH 5d COOLER NAILS AT 10” O.C. 01 � Q ,� 16„ 16" 16" 12'• WA STUDS WO # DOUBLE A A D SCREWS ANH'1011W ° ° CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS o. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN(HDU) o TRANSFER SHEAR AT EACH END OF HEADER AND b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. o ° ° NOTE: SIMILAR N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD z c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. o ° CONNECTION AT Co NEC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7„ O.C. o FOUNDATION. R uIR WALL STUDS AND AT TOP AND z d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-16d COMMON BOTTOM OF CRIPPLES 20 GAUGE STRAP Lj n ATTACHED UTILIZING VIBRATION—RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE SIDE WALL ° o NAILS AT 6• D.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS 0 WITHDRAWAL CAPACITY OF 490 POUNDS. n END WALL 0 e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) I 11 ( WFCM FI G U R F 3 u . 6 ) CONNECTIONS FOR OPENINGS w ' suBFLooR 8d NAIL AT 4 O.C. EXTERIOR WALL STRAPPING SCHEDULE I I ENDWALL STUDS LU AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES ; I FACE OF FOOTINGNAILS CEILING BRACING GABLE ENDWALL RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOIST w 12” MAX. 11 (WFCM FIGURE RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER c i ) 8-8d TO STUD CONNECTION V) NAILS BASED ON 2-8d TO PLATES , , 0 ,y SHEAR WALL REQUIREMENTS FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD ' O CONNECTION C'�' TOP PLATE ¢ ow STUD TO SILL PLATE SIMPSON H-8 4-gd TTO O STUDPLATS 745 LB EVERY STUD '� ° �` I— H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP CENTER 2x BLOCKING RIDGE HANGERS IF * NOTES: ° H/2 BUT NEED IOT �y H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-8d COMMON NAIL S O ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI STANDARD FOR HURRICANE RESISTANT RESIDENTIAL X REQUIRED RAFTER TAILS ARE NOT ( o ° � EXC ED 15 FT. AX. E CEED 40 FT. MA EACH END OF 1-1/4 0 STRAPPED TO TOP �-- cv CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR SAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND o ° CORNER STUD 15,/32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER' STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. HOLDDOWN ° O GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW o CONNECTED TO BASED ON SHEARWALL REQUIREMENTS Z NAIL PENETRATION INTO FRAMING IS ACHIEVED. (HDU) o o ° o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING " 5 ° ° o * INSTALL THROUGH FIRST FLOOR SHOE. ° PREFERRED DOUBLE STUD (MIN.) AT HARDMETHODWARE HOLD D 0 WN 8d NAIL AT 12" O.C. ON . RAFTER ALL FRAMING MEMBERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z 20 GA. STRAP— W 14 WIDE MIN. (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT RIDGE BEAM PHDS 24,. O.C. RIDGE TENSION STRAP DETAIL_W/(8) 8d NAILS FLOOR TO FLOOR TABLE R301 . 5 NOTESCZ o EACH SIDE V N CONNECTION FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O M O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R 3 01 . 5 EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND -- SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) T I WCFM HIGH WIND EDITION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE ■ TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT ■� Z (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE SE LI UE LOAD GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE r C) 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND i SIMPSON STRONG TIE HDGU CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE V LU m p s o nStrong — Tie �" SIZE PER MOST RECENT ATI OWALL PA O.L. (ALL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. EXTERIOR BALCONIES 40 MLU d A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT n, ¢ A35— Chimney Framing ° EDGES) ANY POINT ALONG THE TOP e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR DECKS 40 WALLS. PASSENGER VEHICLE GARAGES 50 L ('3 ROOF RAFTER RIDGE DETAIL ® WOOD STRUCTURAL f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L ® ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 C x 3 SCALE: N.T.S. NAILING SCHEDULE \-16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED o (TABLE 3.1, WCFM 2001 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ¢ LOAD REQUIREMENT. a HIGH WIND EDITION)I o g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 W FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR 8d NAIL AT 6" O.C. 0 CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS P• ° FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER 40 AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200 Simpson Strong— Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS HDU MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: EXTERIOR CORNER FRAMING OR1. THE FRAMEDICAREA OPEN OPEACCESSIBLE BY A NING ACCORDANCE WITHULL - DOWN sECTION 07S1TAND AY 2 CORNER BRACING DETAIL 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. 3 SCALE: N.T.S. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 4 WFCM 2006 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the TABLE 2 WFCM 2006 HIGH WIND EDITION SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT wood Frame Construction Manual (WFCM) 2006 130 MPH COPYRIGHT 2015 SBC published by The American Forest and Paper Association. Non- Structural lements G E N E R A L N 0 T E S: NAILING SCHEDULE MAX. ANCHOR BOLT SPACING (INCHES) are based upon the INTERNATIONAL RESIDENTIAL CODE 2015. ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances NAIL SPACING having jurisdiction and best standards of construction NUMBER OF NAIL P 9 g JOINT DESCRIPTION 5/s' ANCHOR BOLTS 39 sheet no. 1 COMMON NAILS I - FLOOR 9 LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 All non engineered lumber to be Douglas Fir#2 or better practice. 4-8d PER RAFTER Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. PP Y RAFTER TO TOP PLATE TOE-NAILED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Bonn Debris to all work performed on this project. 4-8d PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any CEILING JOIST TO TOP PLATE TOE-NAILED 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be 9-16d EACH LA Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z 6-8d PER 11E Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and O Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ COLLAR TIE TO RAFTER FACE-NAILED Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period 2-8d EACH END BLOCKING TO RAFTER NAILED Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TOEGarages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety TRIM BOARD TO RAPIER (END-NAILED) 2-16d EACH END WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he CK 2-16d (SEE NOTE 1 PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE (FACE-NAILED) Ramps-Section R311.6 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by Cn TOP PLATE AT INTERSECTION FACE-NAILED Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written o STUD TO STUD FACE-NAILED / 9 g p 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 consent of the Architect. Carbon Monoxide Alarms - R315 HEADER TO HEADER FACE-NAILED 5. The contractor and all subcontractors shall maintain continuous Foam plastic-Section R316 coveragey policies (Worker 2-1fid PER 2X4 STUD Flame Spread and Smoke-Section R315 Compensation,ation, etc. sand general liability In on mount not cn TOP OR BOTTOM PLATE TO STUD (END-NAILED Insulation-Section R316 less thin $ 5 million and automobile liability and damage o 3-16d PER 2X6 STUD P ) 9 Y ' 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 Moisture Vapor Retarders-Section R318 coverage not less than S 2 million. The Architect shall be FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. Ld FLOOR FRAMING Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous Site Address-Section R319 insulation at all perimeter sills. Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST pressure creosoted. Elevators and Platform lifts -Section R323 or P 2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END in each bedroom, on all floors and shall be all interconnected per code. 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8dPER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAILED to be presented to the Owner at the completion of the job. F_ 7-- BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST Foundation Notes: 12. Plumbing Installation to comply with State and Local codes Lli O " ROOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. W 13. Do not scale drawings. Use figure dimensions only. (n N 8" poured concrete foundation wall, 8'-0" high, 3000 # test g g 8d 6" EDGE 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York Energy Conversation Construction Code. All glazed area to be double STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO lfi OC " 16"x8" poured concrete wall footings, 3000# test glazed end all exterior door to have insulated cores. UJ 8d 6 EDGE 6 FIELD 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds z W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD Damp proofing at exterior foundation below grade-Section R406 16. These the nd drnimum awings andaspec specification are instruments of service and - 0 8d 4" EDGE 4" FIELD 30"x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for 3 0 GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS / CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q CEILING $HEATING Deck and porch flootings as noted, 3000# test, 48„ minimum buried depth on any other project except by written authorization of the Architect.5d COOLERS 7" EDGE 10" FIELD 17. Architect has not been retained for site supervision, on-site lJ / GYPSUM WALLBOARD Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department. fi" EDGE i2" FIELD No footing shall be set higher than a 30 degree angle from any other footing STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d / Pour no concrete on frozen ground or in freezing water. O Provide 3 1/2' steel lally columns. Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC (-- braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND 5d COOLERS 7" EDGE 10" FIELD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLA11ON MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD Dff / pp g 2 LJ CONSTRUCTION CATALOG C-HW02 Fireblocking - Sect on R502.13. z ^I ANCHOR BOLTS IN FOUNDATION USE: U Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W -n 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTE; FOR SPACING U21O 2X6 UJ (J J Floor joists: see Foundation and Floor Plans, spacing as noted. Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Q W 2-2x6 ACO sill with termite shield and sill seal. LTP4. I('" O.C. AT EXTERIOR PERIMETER Q Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. USE (4.)-8d NAILS AT EACH END Wallframing and finishing shall be nailed and or screwed in accordance with GARA""'Z STUD GARAGE SILLPLATE USE: STRUCTURAL PANELS WFCM, Table 2 and Section 4 " NOTE: 1x6 fascia, wrap SSP CONNECTOR AT 16 O.C. 1' OR LESS 8d 6" EDGE / 12" FIELD overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING Vin vented soffits. GREATER THAN 1° lOd 6" EDGE / 6" FIELD Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Tyvek housewrop. MTS s, 1s" o.e. BOLTS AT 16" ON CENTER 1/2" plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8 Type X GWB in garage. (2) layers JUSE (4)-8d NAILS AT EACH END jv- GWB at fire partition Simpson Strong-Tie 1/2" MR GWB in wet areas m p0 STUDAt least one window in each sleeping room shall comply with the exit regirements MTSTER 36,TACH ROOF R FTERN USE: U210 2X60 of section R310. USE 8 16d NAILS AT EACH END ~ N Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTERQ Follow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2 0 DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < J SIMPSON H-8 USE W/ONLY s " 5- 8D TO STUD ONE SILL ANCHOR BOLT (14 ) percent slope), o BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN MTS12 ® EACH JOIST U210 2X6 (EVERY STUD) STUD TO SI 7" MINIMUM EMBEDMENT underlayment ( ) � PP g Apply ( ) p (SEE ANCHOR SCHEDULE, shall be two 2 I rs applied in the following manner. A I A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH T of �. ON DWG$ A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) AT EACH DECK/PORCH JOIST-.� hold in place. 720 M SIMPSON Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOFPOST TO GIRDER USE: R USE: HDU overlapping PORCH ROOF RAFTER TO GIRDER USE: ( ) pp g H2.5A AT EACH ROOF RAFTER " �- 14 SDS Y" X 3" WOOD SCREWS successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od X 1 1/2" ' '. CZ (" MIN EMBEDMENT For roof slopes of four (4) units vertical in (12) units. TYPICAL P 0 R C H � D E C K LEDGER U N SEE FOUNDATION PLANS A-3.1 AND Ice Protection Section R905.1.2 s A ° A-3.2 FOR LOCATION) ( ) CONNECTION S °. • �, Underlayment in High wind (Section R905.1.1) (MINIMUM DOUBLE STUD) SIMSON STRONG - TIE g ( ) O �' •• , • Flashing Section R905.2.8 ;°•n a:o D ,� r / n �•, " Chimney and firespaces - Chapter 10 STU }X2 BEARING PLATE 4 COIL STRAP - 16 O.C. Ener Efficiency � Energy y - Chapter 11, see attached report ,° '° a "� a " USE 4-8D Ni1,IILS ® EACH STUD Mechanical - Chapter 12 DOUBLE 2X MIN. b' �,a d' '° , General Mechanical System - Chapter 13 FOR HEADER OR 'f"� ^'a•° •°�.o' D ,', D •' D •'; ° , Heaitng and cooling equipment - Chapter 14 BEAM T e s e�.e . e Exhaust Sustem - Chapter 15 > D ° ;�• C�,°• 4"" '�.•4 o' °o Duct System - Chapter 16 "� Z k DOUBLE TOP PLATE MTS3O ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie c . 'a . ��o ..„ ° Chimneys and Vents - Chapter 18 AC4 c c . „.. - , c °° ° Lt Plumbing Part VII AT EACH POST o: 0 ��• ,° • a• SEE PLAN ° SSP Flood Zone - 301.2.4 .' <�i, 1 3/4 IMUM ♦^ V, EDGE DISTANCE ';•°4 0�,D o H EADE.R LSTA21 W I UU FLOOR TO FLOOR KING STUDS Simpson Strong-Tie Q� U CS201% COILED Y2 THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2co L' JACK `STUDS OVERLAP AT EACH C L " X SIMPSON STRONG - TIE STUD J 0 m 1 1/4" COIL STRAP 10 2"MINIMUM CNW NUT COUPLER o 16" O.C. USE 4-8D 0SIDECOVER ° • NAILS AT EACH STUD ° I MIN EDGE MIN OVERLAP IS 12 JACK FO SIL ®® : i:' DISTANCE* � '• " SIMPSON STRONG-TIE RT2.5 .. ; ''•-- = H8 OR 1 1/4" COIL STHD8 - ' �::��' d MIN EDGE SHEET N0. AT EACH ROOF FLOOR TO FLOOR Simpson Strong-TieSTOCK DISTANCE* WRAP UNDER SILL PLATE TYPICAL STRAPPIING FORAB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL CONNECTIONS. AT EACH POST FOOTING NIS ALLATIIONANCE CHART FOR SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER NAILS AT EACH END, CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION CONNECTION 12 MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS COMPONENT I