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HomeMy WebLinkAbout36720-Z Town of Southold Annex 12/2/2013 P.O. Box 1179 54375 Main Road °d * Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36626 Date: 12/2/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 980 THE STRAND, EAST MARION, SCTM 473889 Sec/Block/Lot: 30.-2-78 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/15/2011 pursuant to which Building Permit No. 36720 dated 9/28/2011 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: one family dwelling with front entry, rear concrete patio, second floor balcony and attached car garage as applied for. The certificate is issued to KONSTANTINOS ZOITAS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0033 11/26/13 ELECTRICAL CERTIFICATE NO. 36720 11/14/13 PLUMBERS CERTIFICATION DATED 10/7/13 Anthony C300 l , t rite igna re v+~?r~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE av 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 36720 Date: 9/28/2011 Permission is hereby granted to: KONSTANTINOS ZOITAS 14 RUTH PLACE PLAINVIEW, NY 11803 To: Construction of a New Single Family Dwelling; Great Room, Kitchen, 5 Bedrooms, 4 Baths, 1-1/2 Bath, Sitting Room, Entrance Hall, Tower, 2 Car Garage, Laundry, Pantry, Basement, Terrace, Balcony, Porch, Fireplace, as applied for. (Pool, not included) At premises located at: 980 THE STRAND, EAST MARION, NY SCTM # 473889 Sec/Block/Lot # 30.-2-78 Pursuant to application dated 9/15/2011 and approved by the Building Inspector. To expire on 3/29/2013. Fees: CO - NEW DWELLING $50.00 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $3,432.80 Total: $3,482.80 Building Inspector 77a- Form No.6 TOWN OF SOUTHOLD 7~ j(P 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: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 9, JO Q SATMA House No. Street Hamlet Owner or Owners of Property: ~Q S CA a1 rfnd d /~a5 Suffolk County Tax Map No 1000, Section 30 Block _ _ Lot_ Subdivision Filed Map. Lot: Permit No. tTd Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ppLjg-AVS i igii-at Lire pF SOpTyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road 4 411 Fax (631) 765-9502 P.o.Boxtl79 G - I%-roger. richert(atown.southold.ny.us Southold, NY 11971-0959 ~~~OOUNT'1,N~ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Zoitas Address: 980 The Strand City: East Marion St: NY Zip: 11939 Building Permit 36720 Section: 30 Block: 2 Lot: 78 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Abco Electric Corp License No: 33720-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400a Heat gas Duplec Recpt 105 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 13 Smoke Detectors Main Panel 2-20 A/C Condenser 4 Single Recpt 4 Recessed Fixtures 133 CO Detectors Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture 16 Pumps Transformer Appliances dw Dryer Recpt 20a Emergency Fixture Time Clocks Disconnect 2-20 Swtches 104 Twist Lock Exit Fixtures TVSS Other Equipment: 400a underground service, 6-exhaust fans, 31-ARC fault circuit breakers, 1-GFCI circuit breaker Notes: Inspector Signature: tti Date: Nov 14 2013 81-Cert Electrical Compliance Form.xls ho~~ so~Tyo~ Town Hall Anmwr Telephone (631) 765-1802 41 Pax (6311785-9502 . 54375 Main Road P.O. Box 1179 ip southoid, New York 11971-0959 BUM DINO DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: d/ I Building Permit No. Owner: kanSkGn~~nG~ 20~ ~~5 (Please print) Plumber: (41L ~Gir ~cn ( ease print) I certify that the solder used in the water supply system contains less than 2110 of 1 aloi lead. umbers Signature) l 4 r14h Swgtn to before me this } Q . `b 20 f_3 LLd~Lt U ` Count WC=E NE;- Notary Public, y Notary punk I . Stan of Nw von' No'eiNE6 POi Guam in 8uNow t,bl Cy robes on E%PIM 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 i` GhJ DATE ` INSPECTOR of sairy~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL( UGH) [ ] ELECTRICAL (FINAL) REMARKS: C` lS ~ DATE INSPECTOR ho~~ OF ly o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATEH;IMN [ ] INSULATION [ Ll? FRAMING/ PING [ ] FINAL S [ ] FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: / 47~- DATE INSPECTOR ~o~~,OF 8M/T,y_ 7aO ®s TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 'U INSPECTION [ ] FOUNDATION 1 ST [/'ROUGH PLBG. /V- [ ] FOUNDATION 2ND [ ] INSULATION _ STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) n~v.eQedL / REMARKS: No i DATE 3 - r~ INSPECTOR af MIA, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION 1 ST 1% OUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC //OUCH) [ ] LECTRICAL (FINAL) REMARK . r /,ri~iE~/~) DATE INSPECTOR 2 ~ ~~~0 ~ o3~,OF SO!/Ty~ cJ TOWN OF SOUTHOLD BUILDING DEPT. 7GS-1802 INSPECTION [ ) FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ) FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ , S DATE L INSPECTOR TOWN OF DEPT. 1 765.1802 1 N [ ] FOUNDATION 1ST [ ROUGH PLBG~JA~ [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMA K w c DATE y INSPECTOR i ~o~,~oF souryo6 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 CONSTRWCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL )FINAL) REMARKS: ~ef, DATE INSPECTOR 1 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION iST ( ] RO G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRWCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC REMARKS: DATE / t~ INSPECTOR 3 souryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT10 [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] I LATION ( ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTR~L (ROUGH) [ ] ELECTRICAL (FINAL) R MARKS: S/ ~1~`-p ? , 'Arl ,l s le DATE 3 INSPECTOR z 3 ( ^7 ~ * ~OFSO4%# ~0 f W4 'rCp~ry,`~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL ION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4V DATE 3 INSPECTOR ~ I (/j~o6 hO~~OF 80 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) i~lk ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR MEN= DATA COMMENTS. . FOUNDATION (1ST) ac ~J Z_ FOMOATTON (2ND) ' O 120u(;HPP 1 TCr & - PLUM3T;G i D INSULATION PER N. Y, e~ STATE ENERGY CODE _ oor- FINAL `C A~o ADDITI , COMMENTS J 1.1 a . o i r. cz rn i Arvvt ~e~ cis J4 3 (21 c 4 do. 3 F?i Pf~ caAC G-r e " jig) 3 t ~c d B 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 2 / rJ r1 O Survey SoutholdTown.NorthFork.net PERMIT NO. / 1p ( d- Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 C W I~ D Storm-Water Assessment Form p Contact: Approved 20 I I SEP 15 Mail to: 2011 RM17provett-w Q BLDG. DEPT. Phone: Expiration 3 -,P-1 , 20 TOWN Of SOUTHOLD uildmg Inspector APPLICATION FOR BUILDING PERMIT Date 9 ~S 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing , egulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a/ corpoo'ration))p 6 70 20 motel' o tel AOa4 CL-u ,Vxi (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder z2~ Name of owner of premises U5 ZUr / 7251-S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: / /t/0 zr %~e 5-~ roet / 1 m a:y a ?&Oak l d ea~ House Number Street ' Hamlet County Tax Map No. 1000 Section 30 Block p2- Lot ^7 /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 yc~ yllyllt b. Intended use and occupancy H O-V,Q-,c YL-t" 3. Nature of work (check which applicable): New Building X_Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ac - . F> DO 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 e3es' ti+~g structures, if any: Front ~ Rear `-&r7r- 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 O Rear 100-4-- Depth Height Number of Stories 9. Size of lot: Front Rear to G Depth o? 7 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated e- klo 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO X 13. Will lot be re-graded? YES_ NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor 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 REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFJ w 0 i 21 o e ~-2 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Cont tor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to re me this day of 20___ Nota Me/ Signature of Applicant ,WWA PERKINS of'z Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPER~LOCATION:s.c.T.M.R: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF AlhJ STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN -MiM- oMn -ffr.T- CERTIFIED BY A DESION PROFESSIONAL N THE STATE OF NEW YOR& SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM # / WORK ASSESSMENT Yes No a. What Is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Of (include Total Area of all Parcels located within 070 000 Generated by a Two (2') Inch Rainfall an Site? the Scope of Work for Proposed Construction) (S.F. / Agee) (This item will Include all run-off created by site \ ? b. What Is the Total Area of Lend Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed C/o Q0 C;> Site Improvements and the permanent creation of construction activity? - Impervious surfaces.) (S.F.l Acres) PROVIDE BRIEF PROJECT DESCREMON (Pmwde Aaamma PeenuNeeded) 2 Does the Site Plan and/or Survey Show Al Proposed ? Drainage Structures Indicating Size & Location? This / ~r77 Item shall Include. all Proposed Grade Changes and - ~0775n~WG-{zor`7 ~7 G S /Yi9.~ Tan-f Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion ? ~+'vv e,QQr_,,,~ W yTC.~ a a4 n 1 and sediment control practices that will be used to K control site erosion and storm water discharges. This - Item must be maintained throughout the Entire yin/ r Construction Period. T -~n 1?gac( r~ O 6 / W 4 Will this Project Require any Land Filling, Grading or ? Excavation where there is a change to the Natural -S{ I OTNn rTr Existing Grade Involving more than 200 Cubic Yards X of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand ? (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees Jurisdiction ~C General DEC SWPPPfteaulromente: or within One Hundred (100') feet of a Wetland or Submission of a SWPPP Is required for all Construction activities Involving sal Beach? disturbances of one (1) or more acres; including disturbances of leas than one acre that 7 Will there be Site preparation on Existing Grade Slopes ? - am pen of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen (15) feet of Vertical Rise to X Including Construction activities involving soli disturbances of lase than one (1) acre where One Hundred (100') of Horizontal Distance? the DEC has deternaned that a SPDES pemdt Is required for stone water discharges. - ( SWPPP's Shell most the Minimum Requirements of the SPDES General Permit 8 Will Driveways, Parking Areas or other Impervious for Storm Water Discharges from Construction activity - Permit No. OP-04 0.001.) Surfaces be Sloped to Direct Stomi-Water Run-Off ? 1. The SWPPP shell be prepared prim to the submittal of the Not. The Not shall be Into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2. The SWPPP shall describe the erosion and sediment contra practices and where 9 Will this Project Require the Placement of Material, required, postconsWction storm "tar management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants In storm water discharges and to assure Item Within the Town Rlght-of-Way or Road Shoulder compliance with the temp and conditions of this permit In addition, the SWPPP shall Area? (rhre rbm cola mw inakpe Un hsbeNan of pMwry APremr.) El X Mandy potential Sources of pollution which may reasonably be expected to effect the quality of storm water discharges. NOTE: NAM Answer to Questions One through Nine la Answered with a Cheek Mark 3. AN SWPPPs that require the postaonstructlon storm water management Practice in a Box and the construction she disturbance Is between 5,000 S.F. & 1 Am In area, component shall be prepared by a qualified Design Professional Licensed In New York a Storm-water, Grading, Drainage 8 Erosion Control Plan h Required by the Town of that Is lavoledgeable In the principles and practices or Storm Water Management Southold and Must be Submitted for Review prior to resonance of Any Building Permit (NOTE: ACheck Me&(.F)srd/ur knows foreach Oeesdno is Required fore ComyMts Application) STATE OF NEW YORK COUNTY OF SS That I, if? f .~......5 op r being duly sworn, deposes and says that he/she is the applicant for Permit, (Name of khtlMdual signing n) And that he/she is the r.......... . . (Owner. Con Agent, Corporate OMrer, etcJ • . Owner and/or representative of the Owner or Owners, and is ly 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 herewith. Sworn to before me this; ............1 dayo ,201f Notary Public: 1 . ItdeaY public, Sete of toreof.... New (signature of Applicant) FORM - /10 Qualified in Suffolk Coursy abneNwlcrh Fapiras.lw fa Town Iia6 Annex Telephone (691) 7651802 R"d ox 5=-11179 79 - a 169117 P.O. .0. rOAe7 richertrn eou a ,nvus Sowitald, IiX 11971-0A99 ~WIII~~ BiIILDINGDEYARTMF F TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL IN PECTION REQUESTED 6Y:~_~~ Y Date: . l O 2 Z Company Name: - C_ Name: license No.: Address: Phone No.: X138ITE INFORMATION: (*Indicates required information) * Vame., Z o , -AV~~ S ',address: q ~4~ S ~cD oft VVk~ 1J 1 3°I *C'rose Street: *Nhone No,:~ - Permit No.: '(o - Tax Map District: 1000 _ Section:`j.~ Block: La t: *11RIEF DESCRIPTION OF WORK (Please Print Clearly) _ v (Please Circle All That Apply) *I;s job ready for inspection, NO Raugh In Final *Do you need a Tamp Certificate: JNO Tomp Infomration (if needed) oe st a: 1 Phase 313hase 00 150 200 300 350 Q~) Other New rvioe: Re-corm ndergnwnd Number or Meters Change of SeMce Overhead c itional Information: PAYMENT DUE WITH APPLICATION .4+ 35. 62-Request ft r kww. tlon Fam c FIV) Neel Need S ix fv\0, 'h Sia(~ Hof ~Q~e ~`G~Q`~ DC c` 4P G lOp 5~~p ~As~ rn \ Sctm ~ ~l1 ~~gq _f ~ APR ~ ' 2013 ~ I Southold Town Building Department >VpA P.O. Box 1179 Permit 36785 54375 Main Road Permit Date: 10/31/2011 Southold, New York 11971 (631) 765-1802 Expiration Date: 5/1/2013 Parcel tD: 78.4-17 BUILDING PERMIT RENEWAL LETTER Dated: 10/23/2013 Applicant: JILL & PETER KLAVAS Location: 255 SHEPARD DR. SOUTHOLD Work Description: RESIDENTIAL ALTERATION Alterations to a Single Family Dwelling; Basement ( Interior Only) Family Room, Bedroom, Bath, Fireplace, as applied for. A FEE OF $353.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JILL & PETER KLAVAS Address: P.O. BOX 1265 SOUTHOLD, NY 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. SURVEY, OF PROPERTY AT EAST MARION SOUND TOWN OF SOUTHOLD LONG ISLAND SUFFOLK COUNTY, NY 1000-30-?z2 . 1 ' P RAN RUNOFF CQONTA04"T MEIN Hl WATER AS PER ALE MAP MARCH 17, 240r 2811 • l - 0.17 " 478 audl. I 1 JUNE 28 ZOII (r vir/op) 478142.2 " 11.3 VF. I I r PROVIDE 2 DWs 8'9.6' Deep . o, or. EOUAL I. AI E7ECAVATION INSPECTION REQUIRgD IV =I1 I I FOR SANITARY SYSTEM 62'1 BY HEALTH DEPARTMENT MEAN N~aI wAmr I Nob 47'09"E 667tIN 17E ------LOT NUMBERS REFER TO "MAP OF PEBBLE BEACH _ FARMS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 11, 1975 AS FILE NO. 6266, ELEVAT70NS REFERENCED TO N.G. V.D. 0 _ y,~ =461rZ= nw cr ecu . \ a SUFFOLK COUN 6~-- - f s 00A$Mt EROSON PERMITFoR rypEPARrIII: pF F£ HAZARD UNE APAROVALOr , HE;LTHS ERVI N SINQLEFAMILYRESI F~,RA~'ONF'ORgES t3 g .its `'E IL LATE - \1 APPROV p FEF, m - Test Baring 7TAL bOp cD McDonald Geosclence - LOT 126 C z EXPtREg TH MllMQEDROOnf, C 0' EL 54 REE YEARS Br FROM OgTE Dark Brown L44" OL - ! Pale Brown S711 ML a - \11 \ OFgpp OVAL 3' Pole Brown SAhp Sand y N N HSE Sid FK FOR. EL 60 15, Sr, °w FE a Brown Cloyey Sand 1.7w PrwP /ctetti' ~A.. F" GRADE 36' EL /82 - r 52 91 AE N r "4X 51 15W GAL. E aoal€ Brawn Fine to Me N - ~koP i Sg u Sand SP \ i 610 50 - - 47. °t 3hvu(se~ N PROPOSED SE TIC SYSTEM s \ V (5 BEDROOMS) LP m ~(}'Aear.r".n,y~ Ib 1 - 1500 BAL. CYLINDRICAL PRECAST SEPTIC TANK (s I yy ¢a 1 - 8'0 " 16' DEPTH LEACH/M COLLAR. DIG DOWN SAND (SPJ 8 BACKFILL L,--67, POOL WITH 3' SAND (SWI g• e WITH SAND (SW1 r Box 'e 47~ 9,34. SAND aosw EL 1 36Y EDGE OF PALEMENT \ FWE TO MEDAN EL 32.2' TiTrr S" SP STRAND EL 32D (PUBLIC WATER IN VR£ET) <VACANr) ' e=MONUMENT (DKELLING KIN * =REBAR PUBLIC W 7FR) VACANT) ! am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools. shown hereon are N. YS, LIC. NO. 49618 from field observations and or from data obtained from others. ANY ALTERATION OR ADD1770N TO THIS SURWY IS A WOLAT70N ECONIC SVI?WYORS, P. C. OF SEC77aN•7209OF THE NEW YORK STATE EDUCA77ON LAW. - (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEOnON 7209-SUBDINSIOIN z ALL CER77FICA77ONS AREA=23,288 5'O. P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR OYW/ES BEAR 7HE /MPR£SSED SEAL OF 7HE SURWMR TO TIE LINE 1230 TRAVELER STREET 0HOSE SICNA7UR£ APPEARS HEREON. 1,SOUTHOLO, N. Y. 11971 111-116 ti SURVEY OF PROPERTY A T EAST MARION SOUND TOWN OF SO UTHOLD LONG ISLAND SUFFOLK COUNTY, N. Y. 1000-30-02-78 MEAN H/Gy Wq 7E~, AS PER F/LE M SCALE ARCH , 17, 201 1 _MAP JUNE 28, 2011 (REVISION) I I OCTOBER 28. 2011 (HOUSE STAKE OUT) to I DECEMBER 6, 2011 (FOUNDATION LOCATION) I~ al I~ -I I ~I I 1 1 66.621 MEAN WCH WATER 1 N4547'O~ L97E Z .L rs_~ V 14 LOT NUMBERS REFER TO "MAP OF PEBBLE BEACH - _ -6 --8-BOTMW OF BLUFF ` FARMS" FILED IN THE SUFFOLK COUNTY CLERKS - - _ OFFICE ON JUNE 11, 1976 AS FILE NO. 6266 ELEVATIONS REFERENCED TO N.G.V.D. EP C IL, Ta° aF LUfF X54- D COASTAL ZW90N FE HAZARD LME VD EC 1 3 a4E BLDG. DEPT. w TOWN OF SOMHOLD a Tit LOT 126 z z V v U ' cr-i V 56 - ~ n g. 1.7W F 9 FOUNDA7ION A s.r 810 b CONCRETE N FOUNDATION sg •I? 11.0' Sp. TOP OF FWNDATdJ N v EL 59.4' ~ V 17.1' CA 11.7 ro r LO• QLp, ~ 1.` _ Ipp'~ 11.0' 6 10' 1L7 7.5 Ilk N UI7L/TY 934.47' Q R=470.00' (~IN) Sz'-L=78.00' EDCE CF. Alfy£NT ` EL. 522' Tf,W STl4' MD EL 57.0' (PUBOC WATER W S7REET) (VACANT) r ! f S~`r ¦=MONUMENT (DWELL CNC wt~ (VACANT) ~ • =REBAR at/ WATER) y I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. 'S t The locotion of wells and cesspools shown hereon are 49618 from field observations and or from data obtained from others. ANY ALTERATION OR ADDITION TO THIS SURWY IS A NaLATIOw IE~tCONIC tLAVEYORS, P.C. OF SECTION 7209OF 771E NEW Ya?K STATE EDUCATION LAW. 631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDII.ISION 2. ALL CER77F704 PCNS AREA=23,288 SQ. 0. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET II -II6 SAID MAP OR COPIES BEAR THE AIPR£SSED SEAL THE SURt•ErTaR TO 11E SOUTHOLD, N. Y 11971 WHOSE SIGNATURE APPEARS HERECN. I NE u1 SCDHS Ref. # RIO-II-0033 I SURVEY OF PROPERTY, AT EAST MARION , T h' TOWN OF SOUTHOLD LONO VLAND souxn SUFFOLK COUNTY, N. Y. OW _ o 1000-30-02-78 LL MEAN H/Gy WA 1FR A_S_/,_ER FILE MAP SCALE.• l s=400 _ MARCH 17, 2011 I JUNE 28, 2011 (REVISION) I I OCTOBER 28, 2011 HOUSE STAKE OUT) I~ I DECEMBER 6, 2011 FOUNDATION LOCATION) I ~I NOV. 14, 2013 tflnap I ' ~I I I I ' MEAN HIGH WATER I N45+47"09NE 66,62 I TIE LRHE z ~ _ ---6 - _ .f 1 S, V LOT NUMBERS REFER TO "MAP OF PEBBLE BEACH w . -8-SOTTOM OF e,uFF FARMS" FILED IN THE SUFFOLK COUNTY CLERKS - - - - - - - r = = OFFICE ON JUNE 11, 1976 AS FILE NO. 6266 ELEVATIONS.REFERENCED TO N.G.V.D. =fo Tpo c+F `\\X54- 1.60 - COASTAL EROSON - • i - ~ ~ is `S6 FE HAZARD UPE 0.4E $ to a LOT 126 C z z SEPTIC SYSTF_M --60-- r? MEASUREMENTS - 'A' ^yT r'c' i-Pi ,°i ERVi(:ES i- Kai OR it ST 21' 14' n~ -58 r L? 33.5' 28' 2 . ~ T ~ zN0 STY 110V 2 6 2013 f Il aO3 3 ss- BALCONY FE' < a , been j „ ,.7w , n cm,mTI0" U" ,1~T ~c. r.. Eby fib' [1r~.oy / o:nd,:T Y: - 9s' ,,:ory. ~1 . H M.Aximiu .I (,F,. f - six W CONY @ BALCONY 110' b 2 STORY r s8 / 'alter J H- be- i 3 o ST . UCCO Iv or 1r~ ; GAU _ YA' - II.I' Mg y i ® .Y' 1.01-161 <o UnuTr 4??f 4J,$~ O BDX 9y w{ ~1 •1 'N/ 934.47' Q 47Q00 $ f (6RplEN) L 78, - !ALE ? a EDGE OF PA ~YT EL 52.2'. 71T 8.6. APRON STRAND Et. 52. 0' (PUBLIC WATER W STREET) ~E OF NEW Y _ 5~ META O ( (VACANT) ~O C;~. r I m ¦=MONUMENT _ (DAVELLING WTH * .g k ( ACq NOV 9 Zn - NrJ t , 13 ~J • -KEBAB PUBLIC WATER) I om familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION DF SUBSURFACE SEWAGE .gyp ^rO Qo6tia DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES TO _ I!1I D and will abide by the conditions set forth therein and on the LANDSU - permit to construct. . The location of wells and cesspools shown hereon ore N.Y.S. LIC. NO. 49618 from field observations and or from data obtained from -others. ANY ALTERATON OR ADDITCW TO THIS SURVEY IS A Wa-ATOw CONIC &fRVEYORS, P. C. OF SECTION 7209OF THE NEW YCRtK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDMNSON 2. ALL CER71FICATOVS AREA=23,288 SQ. FT. P.O. BOX 909 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COWES BEAR THE A03RESSED SEAL OF THE SURWYOR TO TIE- LINE 1230 TRAVELER STREET 111-116 WHOSE SIGNA71/RE APPEARS NEWO4 SOUTHOLD, MY 11971 6-P # 3670 BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: 9,,¢¢-__j~ Date Reviewed: Applicant: / /It 0 d'~_ Owner: 4-0-"' ~r Z 0-e c ee +C_ Architect/F,eg4keev: Estimated Cost: 00- 3~ s a - 78 Subdivision: 6W7SCTM#10 4Zone: K-'('O Conforming? N~ Property Address: / g0 City: Ea~ /'IaA'e~eTre COs? Building Permits (Open/Expired): BP -Z / Go Z- - , Info: ' BP -Z / C/o Z- , Info: BP -Z / C/o Z- Info: BP -Z / C/o Z. Info: -BP--z / Go Z- Info: Single& Separate Search Required? Y o N etermination: SToRfAW4Tr-2 RQMaF.F , REQ. Lot Size: 40 K ACT. Lot Size: ? ~%8*~ .,y#,REQ. Lot Cov. 020 7 ACT: Lot Cov. REQ. Front 4~0 ACT. Front 0k REQ Side /S^ ACT. Side_ 0/C REQ. Rear s0 PROP. Rear - REQ. Height . 3S ACT. He.6.,, RE6t. BoTHSioDES ~s A CT`~ a~Q o/r y~ ~I Pro ect Pescri n. 5 JjuttArL Waterfront. Y r N? ?t Qa G~ If yes, water body: . P l~Flood Zone: ea Bluff Distance , ' 0 a cC, n A A/ L ADDITIONAL APPROVALS REQUIRED P IGNDl SEA Q RDEY - Suffolk County Health:~or N - If yes, *Bed#: 4 *Date: 7/ 6/ *Permit#: R{o- 0-0033 Town Septic. &N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRe-necvnns Y or®- Date: Permit or NJ Letter - Notes: Southold Trustees: Y or0 Date: Permit or NJ Letter - Notes: Southold -ZBA I0-Date: Permitth -Notes: Southold Ftanning: Y 0 ON Date: Permit - Notes: Town Landmark C of A: Y o~N TE: *NYS CODE Compliance (page 2): Y or N CoNTRIFCTO'i LICENSE - Y15/4BILITY=/-IRBILITy=WaRICMEN6 C0MPf;NS4TI6n/_~ a~ Notes: ~10 0 &d Fee Structure: Calculation: Foundation: a43 6 SF $Bg~- X$ -,Yo 3c2-3;?, 9-0 First Floor: X T% SF + Initial Fee: $_'LO 0, 0 D Second Floor: ;L (a So SF + Additional Fee $ Other: SF SF X $ , Total: $ 0 SF + Initial Fee: $ C of 0 FEE 00 + Additional Fee ( $ AS BUILT FEE 0 TOTAL:$ 343x, 9 o NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 20_ Wind Speed: 120MPH_ Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FiRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS: Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VE NT 4%: YIN NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: YN LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: YIN CERTIFICATION: Y/N ENERGY CALLS: Y/N (RESCNECK) ,~007~ A16 TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) REScheck Software Version 4.4.2 Compliance Certificate Project Title: G.Zoitas Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 22% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: The Strand - Pebble Beach - Greenport Southold, NY 11939 C- - Passes using LIA trade-off Compliance: 7.3% Better Than Code Maximum UA: 658 Your UA: 610 The % Better a worse Then code index tafleW how close to compliance the house is based on code hsdeo lobs. A DOES NOT powede an estimate or eneryy use or cost rebtwe to a minlmumceds home. Gross Cavity Cont. Glazing U A Assembly Area or R-Value R-ValUe or Door Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1400 31.0 0.0 48 Ceiling 2: Cathedral Ceiling 1380 31.0 0.0 46 Wall 1: Wood Frame, 16" o.c. 3920 23.0 0.0 166 Window 1: Wood Frame:Double Pane with Low-E 634 0.320 203 Door 1: Solid 48 0.300 14 Door 2: Glass 213 0.320 68 Floor 1: All-Wood Joist(Truss:Over Unconditioned Space 2240 34.0 0.0 65 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Agra6X. A9 GffOR~ 10-6-11 Name - Title Si tore Date ED ARC B, Cy 0 F 9J~ 07915c~- sti OF NEB 4 Project Title: G.Zoitas Residence Report date: 10/07/11 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.4.2 Inspection Checklist Ceilings: ? Ceiling 1: Flat Ceiling or Scissor Truss, R-31.0 cavity insulation Comments: ? Ceiling 2: Cathedral Ceiling, R-31.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16" o.c., R-23.0 cavity insulation Comments: Windows: ? Window 1: Wood Fmme:Double Pane with Low-E, 1.1-factor 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes _ No Comments: Doors: ? Door 1: Solid, U-factor: 0.300 Comments: Up to 40 sq.ft. of this door is exempt from the U-factor requirement. ? Door 2: Glass, U-factor: 0.320 Comments: Floors: ? Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-34.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: O Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ? Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/doorjambs and framing. Ej Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Cj Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. Lj Wood-buming fireplaces have gasketed doors and outdoor combustion air. Lj Automatic or gravity dampers am installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Lj Building envelope air tightness and insulation installation complies by either 1) a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier. Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. Project Title: G.Zoitas Residence _ Report date: 10/07/11 Data filename: Untitled.rck Page 2 of 4 (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (f) Comers, headers, narrow framing cavities, and rim joists are insulated. (9) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: O Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. F1 Materials and equipment are identified so that compliance can be determined. O Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. F-i Insulation R-values and glazing 1.1-factors are clearly marked on the building plans or specifications. Duct Insulation: Ll Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: 0 Building framing cavities are not used as supply ducts. foil joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 1816 and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions.' Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). O Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to outdoors test: Less than or equal to 8 cim per 100 ft2 of conditioned floor area. (2) Postconsbucticn total leakage test (including air handler enclosure): Less Oran or equal to 12 cim per 100 ft2. (3) Rough-in total leakage test with air handler installed: Less than or equal to 6 cfm per 100 fl2 of conditioned floor area. (4) Rough-in total leakage test without air handler installed: Less than or equal to 4 dm per 100 112 of conditioned floor area. Temperature Controls: Lj Where the primary heating system m a forced akdumace, at least ore programmable It ennostat Is installed to control the primary heating system and has set-Onts initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Lj Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: F I Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Ll For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical andfor Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. O Circulating service hot water system include an automatic or accessible manual switch to turn off the circulating pump when the system ts not tn use. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: O Heated swimming pools have an on/off heater switch. Project Title: G.Zoitas Residence Report date: 10/06/11 Data filename: Untitled.rck Page 3 of 4 . Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heat-recovery systems. O Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Ll A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage 15 (d) 50 lumens per watt for lamp wattage > 15 and 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: Lj Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or m the electrical distribution panel frstmg the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. The c rlificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) I Project Title: G.Zoitas Residence Report date: 10/06/11 Data filename: Untitled.rck Page 4 of 4 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling / Root 31.00 Wall 23.00 Floor / Foundation 34.00 Ductwork (unconditioned spaces(: Glass & Door Window 0.32 0.33 Door 0.32 0.33 Heating - & Cooling Equipment Efficiency -70 Heating System: Cooling System: Water Heater: Name: Date: Comments: i A ® TOP OF E HOOD TO O CEILING F o a B J G C H D CLEARANCES TO COMBUSTIBLES: A B C D E F G H I J Rough Rough Rough Rough Clearance Combustible Combustible Behind Sides of Front of Opening Opening Opening Opening to Ceiling Floor Flooring Appliance Appliance Appliance (Vent Pipe) (Height) (Depth) (Width) Inches 10 40-1/2 22 49 32 0 0 1/2 112 36 mm 254 1029 559 1245 813 0 0 13 13 914 REAR VENT, REAR VENT R HOR¢OWr TERMINATION, ONE ELBOW \ TWO ELBOWS ~ REAR VENT E 0 B NO ELBOWS B p I o D ~~RED A C B - / w = i o o o F •9j• ~0191b0.y0 D OF EN J A B C In E I: G H I J K L Inches 55-7/8 49 79 61-1/2 87 22 1/2 38-7/8 3-3/8 10 13 19 3/4 Millimeters 1419 1245 2007 1562 2210 559 13 987 86 254 330 502 FIRE PLACE GUS ZOITAS RESIDENCE ,1000-30-02-78, PEBBLE BEACH GREENPOR 9-13-11 NY d" D y WINDOWS AND DOOR SCHEDULE F 3'-0" x 4'-0" TW21310 TW21310 DOORS s G 3'-0" x 6'-0" TW21051( c.n WINDOWS H 226" x 6'-0" TW20510 F W2051 0 D1 6'-0" x 8'-0" FWH5080PALR FR4051 egress D2 2'-6" x 8'-0" FWH2780AL Ste} -6 1 4'-0" dia~~ m~.\~9 FR40 A 2'-2" x 2'-0" AFC12 J 4'-0" x T- 3\-0" AFC243 AFCAFC2 D3 6-0" x 6-8" FWH6068APCL A-1 3'-0" x 2'-0" AFCP302 K 3'-0" x'7-1" TWT21011 fWT21o111 D4 2'-6" x 6-8" FWH2768AL A-2 3'-0" x 0" AFCP306 L 2'-2" x 1'-5" AR281 AR281 basement Manufactured by Anderson "Storwatckr Protection" ---T-1 B T-0" x 3'-4" TW21032 B-1 3'-0" x 4'-4" TW21042 C 2'-2" x 3'-4" TW2032 ~rLL ?:G oR MaRE. % 0-1 2'-2" x 4'-4" TW2042 D 3'-6" x 6'-0" TW34510 egress PATIO r y 3' G" m I' 0" :PN3431 0 E A 71~ GIO" TW3451 9 0 a " _ All interior doors to be 2'-6" x 6'-0" unless othe unless otherwise _ 6-LL=_ pNP6o~/o noted. Closet doors to be field mesured. cured. ` BAL ANY ~ l KITCHI KITCHEN Q, ,I s 6: MAST R 6EDROOM #2, j - as=~'` BEDROOM #4 0 GREAT ROOM SITTING ROOM OM /ro - / f c5' /7 - - .3~0 /6 B is C5 MASTER BEDROOM #1 OtF CLOSET t ~ a~ l~ ?I i S S 9 R #4 ~Q tV ~ , 0 ~F Q S W ( o ~a I BEDROOM LOS LIJ v° O - q 0 Lo Y a LAV Q= TU -II r - - CC 9 ' 4 ~ - - - it U7-ii s Y L 5L OWN NE C ~ II N 1, ~Nll TUB ' GARA GARAGE " I C ET ti - - F- HO E OPEN v ~BA HR©O #3 h U; -7 . I I1! OPEN (1 LA - A -5 BEDROOM # 3' I a NI A -5 - - ~EN RANCE ~ • ~ I C ueFi 3 U« I , ry n MAY - 2 2012 \R e o oEP, sautr+omr ` PORCH 4 mmri o 1A r iL J T ~ - 10 i 1~. z'oQ 2- 11 LC , - _r a SCALE: 1/4"=1'=0" ESQ' 24-6 F5 V, f - , 5 - 01 1000-30-02-78 INDEX it A-1 -FIRST AND SECOND FLOORS PLAN! RS PLANS A-7 GENERAL' CONSTRUCTION r I~ ASS"~ Q WINDOWS AND DOORS SCHEDULE :HEDULE ' DATE: 9-13-11 :ctrical - A-8 WIND PROTECTION ~REO ARc A-2 BASEMENT - Structural - Electrical - GUS ZOITAS RESIDENCE ROOF PLAN - Strructural e, o a IRS - Structural SECOND FLOOR PLAN PEBBLE BEACH GREENPOR FIRST FLOOR PLAN A-3 FIRST AND SECOND FLOORS - Struc A_1 NY A-4 ELEVATIONS NOTE: ALL EXTERIOR DIMENSIONS ARE TO FACE- OF vT ° o, g„ . yo7t - r, 2 SECTION STUDS. -F of N%~'_,r architects. A-5 SECTIONS 0 CHORNO ASSOCIATES J~-7c~b SOUTHOLD, NEW YORK ELEVATION A-6 FIRST AND SECOND FLOOR ELECT )R ELECTRICA! 0 FrN/SyE.D 6R.Q~E 1¢EgU/~C M6TS J f ~ 7zaEx~AV.4T'~~ l o e o 10 n 1~ ~ A I O ~ h'J C3 4-V4. CS Cg T I f BASEMEW ~V 17 c P.ovL ~P Owl U' I ClS ~'lo 7-c a - y _i-?I_ 6-10 M I _ .1 TIO e o - 8 cvL C~ ~ i~ _ ~ >t~3zva 4(p 0,/Zr ILI I o o ~ ~ ° ~lFi2x} - C3 41 J U,- cW4 7, 9 UN-EXCAVATED SCALP- : 1/4"=1'-0" I I 0 I I I I d ~•m,/t0// 20 RO( ROOF FRAMING FOUNDATION a z 11¢ 4 Z Z 3 f 4 Z 0 BASEMENT - Structural - Electrical 3 ibwrxx anq ,vre~s? eTh'R.sf ~F / --z~rlv~r ~~EO ARC ~x GU: GUS ZOITAS RESIDENCE ~~5 ~~L 8. Cyo 3iT~: PEBBLE BEACH GREENPO 3 1 4 2 'Jl,> 1.3 z I IIz Wa PEBB I¢ la- NY 3 9r•°'4~s»4'yn. CHORNO ASSOCIATES PLUMBING DIAGRAM FaF NE~~ architects. SOUTHOLD, NEW YORK d2 L.VLS t GVLS hc`4ly-eS <g LVL ~Zf//BGVG /2x s (404EI- a)ll~8~v~ UL C/Jf/g4ve~ - 7~7F /2 NI ~I ~I c C4//B VL1 1% ) l/ S LVG W s 57G 3 ~VG !u?) 38 SX- Sx - - co - 4' ~amv~ - C8 ~T 7bR/A~ G7 )zs'T Ta y,44r C7 i ~ C!5 G/5 J ~ zo ` (.2) VL. lP .~,$D ve ~CsJ/I~t~ -C ~a ~a Cuj l/ S cvc W z d c 2 BZ 8-e BZ 67 Cio uP 1 Il I To FH c v~ r, T,7! //0- 0> o. c L L7 al _ ~I uF f -07 CIS 7 FRAMING ALL HEADERS ARE (2) 2X1 0s UNLESS OTHERWISE NOTED SECOND FLOOR FRAM FIRST FLOOR FRAMING C GUS ZOITAS RESIDENCE \5~ ~~£e cH°?.~ - PE PEBBLE BEACH GREENPC m • ce,. P' M w •r ffff 1~I, r„ ' n NY 4y : 079165. •y0 F 4F NE~~ CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK 121310 DOORS WINDOWS AND DOOR SCHEDULE F 3'-0" x 4'-0" TW21310 x210510 D1 6'-0" x V-0"' FWH5680PALR I I G 31-0" x 6'-0" TW210510 r Q cs~ Ul WINDOWS H 226" x 6'-0" TW20510 x20510 egress D2 2'-6" x 8'-0" FWH2780AL s ;40 D3 6-0" x 6'=8" FWH6068APCL. A 2'-2" x 2'-0" AFC12 I 4'-0" diam. FR40 J 7C24 D4 2'-6" x 6-8" FWH2768AL A-1 3' 0" x 2'-0" AFC~'302 4'-0" x 4'-0" AFC24 7210111 3 A-2 3'-0" x 0" AFCP306 K 3'-0" x'2'-1" TWT210111 L 21-2" x 11-5" AR281 1281 basement Manufactured by Anderson "Storwatch Protection" B 3'-0" x 3'-4" TW21032 B-1 3'-0" x 4'-4" TW21042 C 2'-2" x 3'-4" TW2032 C-1 2'-2" x 4'-4" TW2042 a D 3'-6" x 60-0" TW34610 egress ' TERRA PATIO ti 67 67 E T-6" x 4'-0" TW34310 less otherwise 33 ~7 o I E-1 3'-6" x 6'-0" TW34510 All interior doors to be 2'-6" x 6'-0" unless otherw 33 ° ~I µ as noted. Closet doors to be field mesured. ed. - BALCONY. I ~'i ~l o ¢-3 tr 3 6. 3-rte KITCHEI CITCHEN i 6- MAS R 6EDROOM #2 'Q BEDROOM #4 SITTING ROOM IM GREAT ROOM .4 Irv o` Flees pPfcE /7-8 I o ~ ~ Vi V'~ ~ ~go3, l,) COMPLY WITH ALL CODES OF p I Gr NEW YORK STATE & TOWN COD l~ \ C3 AS REQUIRED > E S DTOWNZBA ^I'I MASTER BEDROOM #1 CLOSET ' ~HO~ c L V _e L Lri_ SOUTHOLD NNING BO ^~I SOUTH OWN TA S ~ 9fr I ~ gy„ s ,s - N... DEC 1 ROOM #4'1'1, 4o F -r7- --f 3 BEDROOM 5~ q ~H Q S W ( o C7 Q s s o W PANT ~rn i UND%Y O a o \e -tN£te E p 3 Los U LA fn= TU ® LJ_C SET I I C9 4 ,I J/ _ / 4F ,r7 it C/Pc' Kl^it`+i+}" ^1 - / OCCUPANCY OR 70 f" 70 ArI uia ~I ;w L USE IS UNLA. FUL GARAGE L ' ; n WITHOUT CEf TIFICATE 71 I GARAC ;t' TUB C T' = I OF OCCUPAN& NJ 6N CJP a .N ] ZFIN I~ NEN~ ~A HRC~O #3 11 C ppNOryT~R EEONIITFt ra-- . ,r OW Sri 42 a / +lQ , Cl) LSN 0 OFF FO~U &IPT A ` h1 HASSEENA PROVEN,, Z PEN - - - (ED y q _5 ` E U BI I 2 LAV _ PURSUAN236 INSPECTION R OUIRED BEDROOM # 3 RETAIN ST]FONG NOF ELECT~I AL ~ EN RANCE '/13 o \3 OF THE TAPPROV2D AS OTED HA I C LUMBFRCERTIF~F71(,yy % D E .9~dP-1 B P 3 t a.o 33 CERMidaE ERTIF D Aif BElBf)RE.' .I CER77f TE[ 1 F 3T3,y$0 BY 111TY" PLUN NOTIFY BUILDING DEPARTMENT AT ~N ~~1 i ~ 3 0 l 4 3 ~ s°{D~s SOLDER113ECINWA7Ek1' ALLPLOf65-1802 8 AM TO 4"!66!,,''M FORT THE SUP,PLYBYSTEMCgNMOT I~ dWRTEFOLLOWING INSPECTIC1rvS' I X58. ~F - EXQt?ED"y; EXCETED"yf00F1Y'LEA//h~ T€STING.SEFOUNDATION - TWOhhhhhh REQUIRED FOR POURED CONC ETE / I 2 ROUGH ~ FRAMING, PLU KING, 51 a STRAPPING; ELECTRIL 8 CAULKING 3 INSULATION l PORCH- EWE k FINAL - CONSTRUCTIO 8 ELECT ICAL - MUST BE COMPLE FO C 0 3 ~g a,4 ALL CONSTRUCTION S L MEETTH --REF SEMEMTS OFT DESO NEW DESI NORGONSTRUCT,ION ERRORS. -ye 00 U' • q N NYX z=o' z=, SCALE : (b4 =V0" l/~ l1 CJ - ,m -Z4- 6 - 110 1 1000-30-02-78 r d INDEX C 11 yq!~ I 2 a 2~~ IS PLANS A-7 GENERAL CONSTRUCTION' DATE: l `P A-1 - FIRST AND SECO)ND FLOORS PLANS HEDULE =FLOOR ctrical - A-8 WIND PROTECTION o RS -Structural 2 `~i3 ~7 Q WINDOWS AND DOOORS SCHEDULE GUS ZOITAS RESIDENCE I Q / A-2 BASEMENT - Structural - Electrical - I 11a S ~9 ROOF PLAN - Stnuctural PEBBLE BEACH GREENPQR ~y 3 3 FIRST FLOOR PLAN A-3 FIRST AND SECOND FLOORS - Struc' ~l. K. ¢ NY A- A-4 ELEVATIONS NOTE:.ALL EXTERIOR DIMENSIONS ARE TO FACE OF 9rF X79 5.°•° STUDS. ~F NE~ n''n CHORNO ASSOCIATES.. u SECTION a 1WV architects. A-5 SECTIONS SOUTHOLD, NEW YORK ELEVATION IR ELECTRICAL A-6 FIRST AND SECtOND FLOOR ELECT' I I~ /7-0 e>. D~ oD Fov/SHED 6,ed~~QU/,~~+'/C~S / / / ~7 - ~S ~G I '~I z - o .o ' ~ ~ i ar<o G'-_y I Lyv All I _ 1503 - _ /~I LVL Cs BASEMENT I v P~ _ .VL Cg R~\ , C IL _Zme 41 6.• -78 Ll/~C// _ ~J /~O LVL Gp /I. C p . 3S ~o~e" 4- I, " /Z-lo I o~ 13 J ti 3~~. l ~ I I o vi L. y O ~ UN-EXCAVATED fED I I SCALE : 1!4"=1'-0" J_ I 20 0 I 2-6 I~ I ~+8T6+,Eti4 ~ ~ .ugs~c-~ BTH~f ~2- H7N.vsl ~ ~ . m ROOF FRAMING. I S ~ 3 z i4 2 Z 3 ~4 2 ~ ~b3 FOUNDATION 2-'+36 30 BASEMENT - Structural - Electrical II I fi e Rnq MA_17~B7H I- ~ K~TGrt1EN G,2DUP DATE: 7=197 35 31b E.D .41Y GUS ZOITAS RESIDENCE w r t a n P PEBBLE BEACH GREENPOR7 a-~3 9? :Pisi6o. X02 NY-` A-2 3 F oF..~m CHORNO ASSOCIATES PLUMBING DIAGRAM architects. SOUTHOLD, NEW YORK LVZ~ Ff/8 cv~s~~s /!8 LVL ~-2J//BGUG 3 n (2]P/ 5 Z-VL Oyvi-L //8 LVL B sTG - - /?3 CvG C/) lI ~VL L va (3~ 11 B w~ 3B aa - oeti AFAAFA. w pl 3g SJL /Q C~ oo LVL W#5 S741f 11 ~ LVL W s7L zYG ~v/(?) 3g S7r C,g B/ -o5 r cl~ C8 F=,r TdR/D~-C Cog 67 t-Y I C/5 J G/5 y J IlI I ~ C ~Exx~a2~A~ ra ~E &2) U4. tf ~Ba v~ _ _ Cio UP, C lI re- 8-8 - ~3J1/8cvc wz 82 82 ~l! s7 ~l,E C X2)//0 ~vG. 7z.. i J i I 14 G i C To MI ova D~ O a T_ Cl~ ~ T8 r- FRAMING ALL HEADERS ARE (2) 2X1 0s UNLESS OTHERWISE NOTED SECOND FLOOR FRAMII FIRST FLOOR FRAMING i ARC GUS ZOITAS RESIDENCE DATE: PE t PEBBLE BEACH GREENPORT lea NY A-3 9T~:o~9~50. ~o aF d"~~ ' CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK L[z) ~ Src 2 c .S~O-J ar~rT~NC 12' r-2-l ~r¢,r k v 'o7En aw cc6 i Pj 9~1/N65 ;I „ LI N K BAR Zak 71 .~REfir t~C3t]6'T . riQVEgt.S =~F~= _ - - - - - I ~~Y I DIN 1 SOOTH ELEVATION SECTION 1-4 ~A Scale: 1/4"=l'-O" AKL'd/Y6s - 777 E> _ - .kk 1 I - -~"~,sztoicC's t~ - „_-DATE: GUS Z'OITAS RESIDENCE EAST ELEVATION qRo G 5 ~ s. cy .Si PEE PEBBLE BEACH GREENPORT! NY A-4 NORTH ELEVATION OF NEB! CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK ~t,a~ T/~(o~~5'~s/Tfi~T•~, t~E H ` 4AJ IT --V FtMl~ke I Ell j LtT~1.5~E2.. aen /Tti C 6 ' Tai im_ ii F P /6 - -7~71 11U /2'1Q y7~~~~ME?5 _?RCj PiL~C~G_ I K , R z,3 II_ X z~+zzd/ LE I~ ii tgC 6 o,c I - -s4l AGE w ~r T - - - - - - - Tom/ is I NN J 72'. m SECTIO SECTION A ;_5.~~W- - 7v,7t!c~ ti j ~ 5`~. r 1 tQ rl FI I ' I /Gds` .I~tl~1 P r sE ~E~lEE-ri`e/o e ~/OR DETAIL A f 4RctF S A -5 ,~iN/stf . Ceala• 1 119"= 1'-~~~ Mna ~,Sr ~ta~rs~ /S SSd+(t ~ I~Y[[¢ -V1END 7/9a „ /G'o,c, 3/~~SJZ~vL c~sjc coes&es~ m 3x6 IRA-we 3 f 11 y ¢nca~/ck~..r7~ .SY.dE sz.ae , VA/RYa G4reQl&k ,Oq,?RIER ELI W) AW(- -L-A 0 .f sN! TYPICAL SECTION ON 'SCALE: 1/2"=T-0" FFTI. _¢u/ (cnM/i:1C.jFD,} I I 9L I - - L= --},eeG~Fl DATE: 9 I GUS ZOITAS RESIDENCE A P SECTION 2 ~~~•ED ARC Pf PEBBLE BEACH GREENPORT i A .5 ` • 4~ 0' ~yo yT NY A-5 opal,, Scale: 1~411=1'-0'1 flT~ X191 +~Q aF NE CHORNO ASSOCIATES architects. WEST ELEVATION SOUTHOLD, HEW YORK pa~-io o ~e 0 m 613 ~ I~C~C~/F-fit N MAsjF:~BA~M ~'l I &BzA7_ AA 71 VI oil _ ro 7~ O a W _~~A ( ~ 3 ~ j \ )TWER ~bd/_4 /N Cl WE, ,ON MfAsx 3 I~ ~ v ~nnrllsuk ~ Cpl fa ~fcRAG oP" T-/mfr. P To-CiMIADCUFSP, i Scale: 1/4"=T-0"N- ~f ~cs7aiz f~.erH '~1 a ELECTRICAL SYMBOLS 5 _ T" RECEPTACLE _ GROUND FAULT RECEPTACLE WEATHER PROOF RECEPTACLE SWITCH SECOND FLOOR ELECTRICAL AL _ CEILING LIGHT CENTER WALL WASHER FIRST FLOOR ELECTRICAL FQ LIGHT BRACKET EXHAUST FAN GUS ZOITAS RESIDENCE DATE: PULL CHAIN SWITCH LIGHT _ff SMOKE DETECTOR EB C o PE PE-BBLE BEACH GREENPOR7 . CARBON MONOXIDE DETECTOR IR TELEVISION OUTLET NY A-E _ _ - 9T20079150 .yp~ E OF CHORNO ASSOCIATES architects, r / SOUTHOLD, NEW YORK GENERAL CONS- USTRUCTION NOTES NAILING SCHEDULE As PER PRESCRIPTIVE DESIGN FROM 1995 SDC HIGH WIND EDITION. WOOD FRAIE Cl1*ISTgUGTIM NANUTAL. CLIMATIC AND GEOGRAPHIC, DESIGN CRITERIA N.L. NAIL SPACING IS BASED AT 16' Or. SPACING. ANY OTHER SPACING OR DIFFERENT APPt"TIONS, THE CONTRACTOt I I NOW 1111[112111 vea u~iE TEIesIE mlrhr mown IemelsA1iellsr HUMUS 241l.L REFER TO THE PRESCRIPTIVE DEIGN SECTION OF " THE WOOD FRAMING MANUAL FOR PROPER APPLICATION LIPS am chi m mR711 seer JUMIMEI) es i n M w mv= s f r.MWA'Vyl ME - ROOF FRAMIP FRAMING, ROOF SHEATHING, TABLE 3.8 ROOF SHEATHING REQUIREh !EQUIREMENTS FOR WIND LOADSI JW BESCRI"M PTOI - i "m 13 MPPMU aIC FM#*N , ' s SPNM NeT1Et i1EATNeNO L~T1,1 11 NMNE1. Dpi SUPPUM 117- -irmarsair.1551111ir OTY. >PIIC1f UP RATE w van TE W VALL 4~d fa/01 WIFTEN 8d VFfJI - LC f11~ mC COe01 a d'aC. N ati iZ THesE (sTRUCTwN naanioirs HAVE DEEN DESiG1ED To tEET THE NmmRAt Ave LOAD W. er caern • rr am lore, a FM PPAL FZLB CRITEM BELOW. REFER TO SECT. R'30L4 i 13013 OF Ky-& RESIDMAL COMSTRUCTM Cane TO TOP RATE Id vK, LATE W VAL.U 4-M COMMON MXT FIm a SM- men omma WUif f ed M C=W e 4• USE LrVE LOM USE LIVE Lam RARMu.n WF Arm Tm» WFIX - 11<. LAP MD. ` : sPACaNC N N ? T E WITCH - SM t o Nhl11 CEILING SHEATHING, ALL Raw mm CLUM MI ON --m-m SLEEP ROOM: 40 PSF am R,MrI,m, T' ORATES la9AfD7RA1LS any direction 70 RIFIER K mmw- Ta RlFM - ~Mj VrCM - SIC Elm NAQ. v° ` R [iC . Fffll . THESE RTES ARE ONLY TO BE REFERiMM NOTES EA '2111rIOWD N SCWRLE WTES Y. ER z - ft COIGN ETm WALL SHEATHING, D. Far roof sheathing within 4 feet of the pr of the perim 001610 of the roof, kx:lu*V 4 feet on each side of the roof mmm-m e- IF- R e - fdr COMMON ENm NAL tNESCRIDTID the 4 foot perimeter edge zom attachments JOINT CITY. WNW mum tachnents required shad be used. STRCTIM L Comm AS PER TAKE 11 2). Tabulated 12 inch a.c Inak fTlnd/lg assn " PANELS VMN - Ur For framing members wM C4421G the noll g assuxs sheathkp attached to rafter / trues frank9 etenbers of M49. f 9, the nail spack9 shall be reduced to 6 Nnches 0..c, WALL FRAME _ FRAMING, w® ed °1° UQ FIELD 3). Tabulated 4 inch oc. roll spacing assumes s i assumes sheathk9 to rafter / truss frank9 n:nlers Ath 630.49. For 70 11c. ENE framing members with Q42CM49, the nak spad e nail spacing shall be reduced to a knows o r_, ATE OMO AS PER KY& RESIDENTIAL CONSMETMN CODE. Jaw LESCRPTIDN R LESdPTmI "a L- K#JL SPACING NULLS WMAJOA R 1Y DC . FD;Lp REFER TO THE FOLLOWING MANUALS FaR ADMTIWAL FASTENER REGUIRENEN & ar RATE rn PuTE - ldd aw , FOPER FAIX NM OT SEE NOM I FLOOR SHEATHING, TABLE 3.9 WALL SHEATH SHEATHING REQUIREMENTS FOR WIND LOADS, SSTD 10-99 Standard for Hurricane Resistant Construction PATE r"Kaffil PIT 'wlIEAiECT1pR IERSECTIDNS Ifd EA. s"= NNA1L OTY. S'PAL'IIVG TIl6 LDUrn AT PANEL EDfn SIP5 im"7=z m" a Ir w. w m7fE~y 7-M (REVISED FRDN 7-96) K diRm Desipn Loads for 1ulldlnps and other Structures SM -lad coca 6 --off. NAtL ;1- 4m; COIO,? 4• E1T~ ZONE a Taeoi f s• I t stem G IQ1E., E ran INFJL FIELD GURMN WAM NEAR sllfaN am MAL N OT E S, i GENERAL CONSTRUCTION NOTES. RATE m snm ATE TO 11M - lbd con ee W M NALL P€Nl FA¢ NNAa THESE NOTES ARE ONLY TO BE REFERRED TO IF X L The Information on thus set of construction documents Is related to rat Itesp?h ETD XX XUT. SAW JO lid ~e FOOT NOTE, MENTIONED IN SCHEDl1LE NOTES ONLY. Intent and fnnnft details. They are intended Qa a ~~~~y~.n construction ald, rat a substitute for peneRany accepted good building practice and cor4ftn with current New Yo"k FLOOR FRAM IR FRAMING. J. Naling requirements are based an watt sheathing State buldn6 codes, The General Contractor Is responsible for providing standard naked 60 on-center at the panel edge If wall sheathing NOTE NAM MAIL rr nESatIPTEN O NOTES construction details and procedures to ensure a professionally finished, structurally Jaw m iY NOES Is naked 3' on-center at the panel edge to obtain Higher THESE NOTES ARE ONLY TO BE REFS shear capacities, naking requirements for structural TO NE REFERRED TO N MENTIONED N SCHEDULE NOTES OILY. wo611d and was tOm proo completed product. J= ID 7Q PATE M1 3P OR ON 6t PLATE - ad rnNei , !OEST NAIL members shall be doubled, or alternate connectors, 1). For wall steathing within 4 fee fthln 4 feet of the corners, the 4 foot edge zone attachment requirements sh t 2 The Gmnerat Contractor Is responsble for ens ringi that ail work and construction 11 JOIST t - coe am Tw such as shear plates, shall be used to ,akntoln land path be used sheets current federal, state, considered an and local codes, ordinances and regulation, etc. TD ,msT --110111117- These codes are to be cosidered as port of the spedfkatiOPlw for this budding and 1=016- TOE 2). When wall sheathing Is continuous over corrected shmAd be adored to even if they are In verlnnce elth the plan To Jaw TO jaw e - ad aePt END NAIL members,the tabulated number of nails shall be permitted G)04% For 2). Tabulated f12 Inch ac. Wolf spot r- nail spock9 asallff sheathing attadved to stud framing nw1im s ihth to be reduced ton - 16d nak per foot, ar ramYnp members with D hers with 0.4^2(6(, the rail spack9s shall be r0euced to 6 inches oc. I Dimensions shall take precedent over scale drowMps (do not scale drarrirps). tDl Q TOP PA1 . Q TOP PLATE -lid ` tJ1Gi NAIL 3). For exterbr panel siding, galvi TUSCAN - 1dd cse JMXT NAa sloe, 610vkdsed box nails shall be permitted to he substituted for cannon nails 4. The desi6rrr has not been wesped for construction supervision and assumes no TO IE~II nor responsildlity or TD eEUeu resi.+ewmbNlty for construction coordnatng with these plans. - a - ad cae, , JIDY1' NAIL To KAN - Ind CDW .MAST N AL r_onstruyc~t.~lon means, Piet ha a I technkpos, sequences, or procedures, or for safety o aenutlons and oroorma In connection with the work. There are no warranties for a TO SST TO JMT f speciffr use expressed or Wkd In the use of these plans. W s M Top L Q 7Q ZTE &W4 F E ~ 5. Refer to floor plans, exterior elevations, and window L exterkr door schedule for types and sirs of windows and exterior doors. GENERAL FRAMING (NOTES 6.Gwneral Contractor is to ensure that masonry aid~yfMreplace construction assts ar L finless otherwise noted, all frarinig material to be #2+97 o be a2+DTR. Doug Fir. exceeds all manufacturers specifications and applicable codes. t0 be 16' QC. unless 2 1C. unless otherwise noted GENERAL DECK & PORCH NOTES GENERAL HVAC ; IVAC SYSTEM NOTES 7. Coneral Contractor to cansult and coordnatr with the owner for all bust In ftens Provide . Floors, fire-wells, cblockining g w he re and oppUrafters;cable. 1. Unless otherwise noted, all framing material to be 01 ACD pressure such as bookcases, shdvYp, pantry, txosets, tndnu, etc. actw ^s responsft for adxrkq to all applkaMe Ins to be P&6 2-ply 2WWated lumber. odesafety requirements. c re4uk'en. a Vied load required connections shall be taken Into account during ccr~ructkn. Ali Unless benders to otherwise have noted, all benrhp soil heade rs to be r adequate benrimp on such end or as end or as specified. 2 Girders for floor joists to be min 2-ply 240 unless otherwise noted 2. HVAC subcontractor Is to full The wind protection pope should be reviewed prior to ~U10 4. All flush beams / headers to be Ystalled with heavy du h heavy duty galvonized Girders shall be either bolted to posts w/ 1/r dla. gdv. bolts or r Is to fully coardnate all system data and requirements s where applicable to all anchored onto concrete pier. 3. with HVAC the subcontractor equinto . PPWr• GENERAL FOUNDATION NOTES ho?gwrs. Provide Galvw*ed Hangers and anchors hwre ap joists connectad to beams ontrprods r to provide final system layout drawing and suwt it to 3 Joists to have blocktrlg ED B' Or- General erol Contractor, to or, owner and e seer and equipment supplier for finial revln and approval. 1. General Contractor L Mason to review plans, elevations and detalls to deternhe 5. Oouble UP floor joist under walls that run parallel to I ars floor joist a 4. All ledgers attached to house to have a flashing Intended heights of finished fkw<s) above typical grade, unds bathtubs. Floors getting ceramic tie shall be verWk l be e verified for fond capacity. behind the siding, between the house and ledger edger shall be p * Ali foothp to rest an undisturbed evklW soL IL Provide blocking / bridging in floor joists 2 I O.C. Use i O.C. Use solid blocking bolted to building with 1/2' die. Galvanized belts. M All footing for posts and piers to be 4' below grade, piers shall Q Provide y Ew expansion joint material between concrete dabs and abutting In floor Joss under all bearing waits. concrete or nasoniy watts oeeuri g In exterior or unheated In to. kw ass' eded 7. Provide Insulation baffles at Bove vents between rafts wen rafters. Install draft blocking extend a mAAPA~ of di' above grade. 4. Any new concrete watts being attached to existing (If any) concrete strture to Q All framing material to have appropriate galvanized harpers and be installed with 04 re-bar, lf1' loop 2 12. O.C. Use approved @POKY for keiaUatbn & Unless otherwise noted, Roof and Malls to have a min 4 lve a min 4-ply 1/2' FWACOMrs. Iver over plates and headers' GENERAL PLUMBING NOTES GENERAL ELECTR] 5. Unless otherwise noted, all Interior slabs on grade to be 2500 PsLconcwte exterior sheathing grade plywood Plywood to cover over F ntech plywood to be adhered _ECTRICAL NOTES Extend,.. blebs an grade to be 35M psi concrete 9. Unless otherwise noted, 3/41 TLG Fin or Advantech plywi to joist w/ PL400 adhesive and screwed to floor joists fa r joists for sub flooring. Finished 1. All water supply, drayage and venting to be as per KY.& L All electrical to be as per PLY. as per N.YX Residentlal Construction Code, sand or gravel fit with 6x6 wire mash reinforcing. Interior dabs to be placed an 6 ms. floor to be Installed over as per manufacturers Instructs s instructions. Residential Construction Code droll q underrritws approved. polyethylene vapor barrier. Foundation Slab to be a di hKA of 3-1/2• thick. 10. All bathroom walls to~have 1/21 moisture resistant she, scant sheetrock. Garage Walls 2• Verify septic system with Er4owwr for Suffolk County Health 2. Ali wlect4cal work shall be unc 6.:rovkk crawl space with one gfd6 cast Iron foundation vent for every 150 sgwre and c~ to have 5/13' Type-X sheetrock. Unless others ass otherwise noted, rest of Department approval. 3. Smoke detectors to be Imatel be located throughout as per Section i[317 o feet of area. building to have 1/2' regular sheetrwck. All shwetrock to i etrock to be taped and f1mish ad. 14YA Residential Construction Coo t studs, ruction Code. Prow a minin um of 2 Carlo out be Installed with Ice is Water Harrier anyf pl lambing related ework, provide we adeqcut uate bftcb and pl isletion s for Monoxide Detector In building KAd% 1L All roofs with a pltsh of less thmt 4112 shall be Installe 7. Provide rrnYwa~ 19'x24• access open Yg to crawl spat area of approved equal. to protect and secure the structure. Verify with the st to code and manufacturers recommendation for maximum hole size and Dampproof exterior of foundation with bltlelIn016 coe" as per section R406 of SKI plates to be pressure treateed Use wM all gasket At gasket and ~ W}~ DATE: 3AY,S code. A 6-ms polyethylene fin shall be applied over die below grade portion approved equal terNte shield Platesi to be orKFlored to fi bored to founds io Mth n.W~ ~aED A' Y0 nd w/l 1' of ends and corners ~ GUS ZOITAS RESIDENCE . esf exterior foundation walls prior to backflUnp mNmw 1/2• dkx7' long anchor bolts; 2 6' O.C. and w/I 1' of WD' a. °"°y% PE PEBBLE BEACH GREENPORT 9 mrakw 9a to be provided as per section R405 of KYZ residential code y A it In NY A-7 9T' ~ ~ 1915°~•.~o F~F NEw CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK TANDARD RIDGE STRAPPING GENERAL WIND PROTECTION C RIDGE STRAPPING PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDAR [ON CONNECTION NOTES FOR 16' MC. RAFTERS WOOD FRAME CONSTRUCTION WITH ALL MEMBERS P BERS AT ROOF RDff CLDiNECTION PITCH SPAN CAPACITY (ptf) 160 O,C, UNLESS OTHERWISE NOTED. ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES CHNIQUES TO BE IN ACCORDANCE WITH 12' 644 THE FOLLOWING MANUALS, 16' 858 a). 1995 SBC HIGH WIND EDITION WOOD FRAME CON' 'RAME CONSTRUCTION 3+12 24 1287 RAFTER-TO-WALL b). SSTD 10-99 STANDARD FOR HURRICANE RESISTAI : RESISTANT RESIDENTIAL CONSTRUCTION c). ASCE 7-02 (REVISED FROM 7-98) MINIMUM DES] IMUM DESIGN LOADS FOR BUILDINGS AND COLLAR TIE OTHER STRUCTURES 12' 508 TY-DOWN CONNECTIONS 16' 678 HALL REFER TO ABOVE MANUALS FOR THE GENERAL CONTRACTOR AND FRAMER SHALL REF PION. ALL OTHER CONSTRUCTION SHALL BE 4+12 20 847 24' 1017 WIND PROTECTION FOR PROPER INSTALLATION. ALL !ESIDENTIAL CONSTRUCTION CODE. 28' 1186 IN ACCORDANCE WITH NEW YORK STATE RESIDENTI! 32' 1357 RAKE OVERHANG OUTLOOK 12' 392 CONNECTIONS 1). RIDGE TO RAFTER ASSEMBLY& TER UPLIF 16' 523 7SPAN 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTAC' BE ATTACHED TO EACH PAIR OF RAFTERS. WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE A RIDGE STRAP, THE NUMBER OF 10d 20' 653 512 24' 763 OC 361 COMMON NAILS REQUIRED IN EACH END OF THE COL ' THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d IN THE STEEL STR TEEL STRAP. 28' 915 OC 481 32' 1045 HOLDDOWNS WHERE REQUIRED 36' 1176 2). RAFTER TO WALL ASSEMBLY, NS FOR RAFTER, CEILING JOISTS OR LATERAL FRAMING AND SHEAR CONNECTIONS FOR RI 12' 351 UPLIFT CONNECTIONS FOR, RAFTER-TO-WALL, TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE Ti RDANCE TO CHART INCLUDED. 16' 468 WALL-TO-WALL AND WALL-TO-FOUNDATION a, 585 WALL-TO-WALL ID / OR CEILING JOIST TO TOP PLATE A I- t- USE 4-8d COMMON NAILS PER RAFTER AND / OR C CONNECTION AT WALL HEIGHTS UP TO 10' AND AT AND AT RAFTER / CEILING JOISTS &12 24' 702 RppF CONNECTION IN, Bd NAILS CONNECTIONS SPACING 8 16. D.C. FOR AN ALTERNATIVE FOR LAT FOR LATERAL AND SHEAR CONNECTION. at 819 NOTES WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE IN LINE WITH STUDS BELOW, RAFTERS OR 32' 936 SPAN CAPACITY REQUIRED TRUSSES SHALL BE ATTACHED TO THE WALL TOP 1 ALL TOP PLATE AND THE WALL TOP PLATE 36' 1053 12' 4271bs. 4 SHALL BE ATTACHED TO THE WALL STUD WITH UP! WITH UPLIFT CONNECTIONS. 12' 326 16' 526 lbs. 5 16' 435 an, 6261bs. 5 3). WALL ASSEMBLY TO WALL ASSEMBLY SHALL BE ATTACHED WITH UPLIFT CONNECTORS. WALL STUDS ABOVE AND STUDS BELOW SHALL BE IN LINE WITH STUDS BELOW, THE STUDS SHALL 712 20' 544 24' 7261bs. 6 - 24' 652 28, 826 tbs. 7 WHEN WALL STUDS ABOVE DO NOT FALL IN LINE BE ATTACHED TO A COMMON MEMBER IN THE FLOOR 'HE FLOOR ASSEMBLY WITH UPLIFT CONNECTIOWS. 12+12 28' 761 32, 927 lbs. 8 32' 670 H13LDDI3WNS WHERE REQUIRED 4). WALL ASSEMBLY TO FOUNDATION, 36' 979 36' 770 lbs. 7 12' 0.C. FIRST FLOOR WALL STUDS SHALL BE CONNECTED 1 NNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL i. STEEL STRAPS SHALL HAVE A MINIMUM WALL-TO-FOUNIDATION EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIOI 'OUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN HEADER GIRDER CONNECTIONS, CONNECTIONS PPED UNDER THE PLATE AND NAILED IN MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDI 995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION ROOF HEADER UPLIF LATERAL ACCORDANCE WITH TABLE 3.38 OF BC 1995 HIGH 6PED UNDER THE BOTTOM PLATE, 3-IWCH SQUARE SPAN SPAN tbs. tbs. HOLDDOWN ANCHORS REQUIRED MANUAL. WHEN TfHE STEEL STRAP IS LAPPED UNDE R BOLTS AND THE ANCHOR BOLT SPACING SHALL 2' 469 254 FOR TYPE I AND TYPE II SHEAR WALLS STRAPPING WASHERS SHALL BE USED IN THE ANCHOR BOLTS i 4' 939 504 (6' PANEL EDGE NAILING) NOT EXCEED 72" O.C. FOR BUILDINGS WITH A CRAM fH A CRAWL SPACE OR BASEMENT. BUILDINGS WITH A TYPICAL WIND LOAD PATH SLAB-ON-GRADE SHALL HAVE ANCHOR DOLTS AT A ILTS AT A MAXIMUM OF 32' O.C. STEEL STRAPS 6' 1408 762 WALL HOLDDOWN I-ON-GRADE OR MASONRY BLOCK FOUNDATIONS 20' 8' 1878 1016 HEIGHT CAPACITY (tbs.) N.T.S. EMBEDDED IN OR IN CONTACT WITH SLAB-ON-GRAD SHALL BE HOT-DIPPED GALVANIZED COATED. TED. 10' 2347 1270 8, 3375 12' 2817 1524 5). HOLDDOWN, 14' 3286 1778 9' 3800 HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN 3FIED IN THE SHEARWALL REQUIREMENTS OF TABLES 16' 3756 2032 10' 4225 i FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4.2 3.5A-3 FOR WALL TYPE I OR TABLE 3.16 FOR WAl WOOD FRAME CONSTRUCTION MANUAL. A CONTINUOUS LOAD l 2' 620 254 IDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN 4' 1239 504 WINDOW $ILLPLATE H~TRAPPING I FROM THE SBC 1995 HIGH WIND EDITION WOOD FR T_H_E_ _STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE du 1~f9 762 nnuucrYMUC SILL CONNECTORS PATH FROM THE HOLDDOWN TO THE FOUNDATION S RESISTS THE OVERTURNING LOAD FROM THE STOW u~.~~.u w~w~w~!\, ,Y •TP . P\/1"1 R6 66Q Tur VLIIM~LY . +an~." SIZED FOR THE REQUIRED HOLDDOWN EAPAW IT PP,Ul I T ! MIUM L.Ar'M l i T A I s i a L.c v r-. Vs Uw I B' 2479 1016 28" 10' 3098 1270 HEADER UPLIFT OF THE STORY OR STORIES ABOVE. REQUIRED HOLDROWN TENSION CAPACITY OF THE 5 12' 3718 1524 SPAN tbs. Sl 14' 4338 1778 2' 254 HOLBDOWN ANCHORS EAND I~/ OR GIRDER ECWALL ONNECTION OPENINGS, SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. HEADER SHALL BE I6' 49 W 4' 504 HOLDDOWN ANCHORS 2032 2' 770 254 6' 762 7). WINDOW SILIL PLATES, 141, 1 4' 1540 504 g~ 1016 WINDOW SILL PILATES ALSO SHALL HAVE STEEL C STEEL CONNECTIONS. OPENINGS 6' 2310 762 2x4 WALL SILL, PLATE (FLAT), T-PLY FOR OPENIN OR OPENINGS UP TO 4'1 AND 2-PLY FOR UP TO 6'0. 2x6 WALL SILL, PLATE (FLAT), 1-PLY FOR OPENIN OR OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS UP TO e' 3081 1016 1D' 1270 _ 36' 10' 3851 1270 12' 1524 a 12' 4621 1524 14' 1778 7). CATHEDRAL iCEILINGS, 'UCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED 14' 5391 1778 16' 2032 TYPICAL SHEAR WALL ASSEMBLY WHERE RIDGE IS TO BE USED AS A STRUCTURAL Z SLOPE CONNECTORS SHALL BE ATTACHED TO EACH 16' 6161 2032 AND ANCHORED ON TOP OF THE REAM OR SLOPE C N•T.5• RAFTER TO RIDGE ALONG THE OPEN CEILING PART LING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE AND WALL SHALL BE THE SAME AS ABOVE REQUIR VE REQUIREMENTS. MIN. NAIL SPACING FOR ROOF SHEATHING w/ ROOF RAFTERS a 16' OC NAIL SPACING AT NAIL SPACING AT INTERMEDIATE MIN. NAIL SPACING FI ;PACING FOR WALL SHEATHING ATTACHMENTS 8). A MINIMUM OF THREE (3> STUDS SHALL HE PR ILL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL. LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD NAIL SPACIN ALL WALL OPENINGS REQUIRING A HEADER UNLESS IL SPACING AT NAIL SPACING AT INTERMEDTATE USE (2) JACK STUDS ON EACH SIDE OF ALL WALT 4' PERIMETER 6" O.C. LOCATION PANEL EDG IANEL EDGES SUPPORTS IN THE PANEL FIELD OTHERWISE NOTED, SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS b' O.C. EDGE ZONE 4' EDGE ZONE 6. O.C. 6' O.C. 12' O.C. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR • INTERIOR ZONE 6' O.C. 12' O.C. 6' D.C. 12' p.C UNLESS OTHERWISE NOTED. GABLE END WALL 4. O.C. 4" O.C. INTERIOR ZONE 6' D.C. RAKE i RAKE TRUSS EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENT'S. USE THE FOLLOWING USP BRAND OR APPROVED EQUA i TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY. CONNECTIONS SHALL BE INSTALLED ACCORDING TO Mo C' CATALOGUE DESCRIPTION LOAD CAPACITY MINIMUM FASTENERS NUMBER es~~ DATE: CATALOGUE DESCRIPTION LOAD CAPACITY MINIMUM FAINIMUM GUS ZOITAS RESIDENCE NUMBER DL S RT10 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 585 tbs. RAFTER 6 STUD, (61 8d C 4000 tbs. BOLT TO VERTICAL MEMHERi (2) 3/4x3-1/2 HOL S rS RAFTER6 STUD, Q9) 10x1- i a H " PEBBLE BEACH GREENPORT ADS5 HOLDDOWN ANCHOR BOLT TO SILO (1) 3/4x5-1/4 ANCHOR BOLTS OL S RT20 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 1105 tbs. PLATE, (4) 110d CON• 0' c Rpy f BOLT TO VERTICAL MEMBERS (2) 7/18x3-1/2 HOL S NY A-8 TDX6 HOLDDOWN ANCHOR 5100 tbs. BOLT TO SILL, 7/8x6-1/8 ANCHOR BOLTS RT7 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 585 tbs. RAFTER AND PLATE, C5) Bd C RAFTER, (8) 8x1-1 r RT16 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 950 tbs. PLATE, 8) 8d COMMO o o.o CHORNO ASSOCIATES KHST2 STRAP TIE 4220 lbs. t6) 5/8' DIA BOLTS (6) BOLTS 3/4' DIA. 0 tbs. 618 architects. TIE HST3 STRAP K N NAILS SPT44 L 6 STUD PLATE TIE 1070 tbs. PLATE AND STUD, (6) 16d C I'. SOUTHOLD, NEW YORK (14) lOd COMMO LSTA18 FLAT STRAP 1055 lbs. t22) lOd COMMON NAILS SPTH4 L 6 STUD PLATE TIE 1470 tbs. PLATE AND STUD, (12) lox 1' ? LSTA30 FLAT STRAP 1670 lbs.