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30294-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30989 Date: 06/16/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 630 ORIOLE DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 55 Block 6 Lot 15.8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 3, 2004 pursuant to which Building Permit No. 30294-Z dated MAY 6, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOSEPH & PATRICIA COWLEY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2038364 06/10/05 PLUMBERS CERTIFICATION DATED 05/07/05 GREENPORT PLUMB.&HEATING t ri7Sign Cure Rev. 1/81 ^i r — --- a �� :' _ 3 7 Form No.6 I `1 f 1 f 1 U 6 TORN OF SOUTHOL {{ ` BUILDING DEPARTN[ NT TONIN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCC'UPANCI Tltis application must be tilled 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 forst). 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 I°-b lead. 5. C'onntercial 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: L Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 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$25.00 Additions to dwelling$25.00, : Iterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25. , Additions to accessory un ding$25.00, 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 J Date. ------ New Construction: _ Old or Pre-existing Building: — (check one) - ✓ Location of Property; )� t, f v House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section �S 5'_Block_--�'�i� Lot 3 '6 Subdivision_--_ 1 --_----- �i 1_� 1� --_Filed Map._ Lot: ---_— Permit No. 0 L jq _ Date of Permit0_5 o6 �� Applicant' ���L, � �-'��{ Health Dept. Approval: ----_Underwriters Approval: __ --- --_ Planning Board Approval: _ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 0 Applicant Signatur Q-�-• 683�/S Co -P-- 30199 O rPrPrJ�(�rJ�cP�nrlrr�r�cPcPcPcPrPrlrJcPrJdJ�rJ�rJ�rJ�r�rPcPrfiPrPcPcnr1rJcfr�cPrlr?nrJrJrJ�cPrJrPrJc1rJ�rJ�rJrJLrff'rrd1MPLrrQJ'L3 rr� II@ 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU 5 TY 40 FULTTON STREET F C NEW YORK, NY 10038 5 5 CERTIFIES THAT Upon the application of upon premises owned by �5 5 SPECONIC ELECTRIC CORP JOSEPH COWLEY 5 2195 STANLEY ROAD 630 ORIOLE DRIVE S 5 MATTITUCK, NY 11952, SOUTHOLD, NY 11971 5 55 Located at 630 ORIOLE DRIVE SOUTHOLD, NY 11971 5 5 Application Number: 2038364 Certificate Number: 5 2038364 5 Section: Block: Lot: Building Permit: BDC: ns91 302942 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the loth Day of lune,2005. 5 Name OTY Rate Rating Circuit Type 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 5 Sensor 3 0 Smoke 5 5 Appliances and Accessories 5 Exhaust Fan I 0 F.H.P. 5 Wiring and Devices 5 Outlet 10 0 Fixture 5 5 Fixture 10 0 Incandescent 5 SOutlet 30 0 General Purpose 5 5 Receptacle 18 0 General Purpose 5 Switch 15 0 General Purpose 5 Receptacle 2 0 20 amp Laundry 5 5 Receptacle 1 0 GFCI 5 5 5 5 Sea/ 5 l or I 5 jThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 I�rJr3frJ'r.P rJ�rJ�rtrJ�c.fr?P r�cP rl� r.P r� r�r.PrlrlrJrJ�r1cPrJrJ'AJ'rJ'arJ'� rlc.fcJ'r1clr� D gUFFO(/(co�2 w r W Town Hall,53095 Main Road Fax(631) 765-9502 P.O. Box 1179 y�Ol �aO� Telephone(631) '65-1802 Southold, Nets York 11971-0959 BUILDING DEPAKTNIENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 3 a a__y Y^ z __ T Owner: _C v h//'2 -/_ (Please print) Plumber: ,n/Z c= erti icor-T- (Please print) I certify that the solder used in the water supply system contains less than 2.110 of 1% lead. (Plumbers SignEure) Sworn to before me this 7 - day of 20-Q S Notary Public, County LINDA S.7AGGART Notary Public State of New York No.4948506 OAIPNW in Suffolk CoWtNt CoWATASSim EV iras March 26, —L A FIELD INSPECTION REPORT DA COMMENTS I �P4 FOUNDATION (1ST) ------------------ -----– – ----- �a --------------------------------- ---- ------------ — FOUNDATION(2ND) -- --------- --------------- 1 �m Z r, ROUGH FRAMING& / –__ �J _-- 77 PLUMBING / �- • / _ ___ --- ------ ---- -- n^ an INSLrLATION PER N. V. —__ --__ —___–_ y STA'CE ENERGY CODE ------ ____ _ T -- S FINAL – -- i llo ADDITIONAL COMMENTS �l ------—--_ ___ _ __ _ -_ Z m I � v b 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE Af CHIMNEY [ ] FIRE SAFETY INSPECTION : REMARK C" ` I DATE INSPECTOR 65.18__02 BUIL DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]PIN ION [ ] FRAMING [ L [ ] FIREPLACE & CHIMNEY [ ']/FIRE SAFETY INSPECTION REMARKS: v - Ark 4E� DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ION [ ] FRAMING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION l REMARKS: S _ 3 3 v DATE '� �� INSPECTOR I 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: "�� - DATE ` ©� INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ 'UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ "RA [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE Z �j / oKINSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLBG. DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [✓jFOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:__ DAT/E4_7 °O INSPECTOR u '`" 765.1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Com . DATE INSPECTOR ! ; .` TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB'. LOT CJ LO I"\o lA AE ^c - ACR. ^ r /� REMARKS y p TYPE OF BLD. !1 ` - PROP. CLASS / 7 12 LAND IMP. TOTAL DATE _ - Z Z c)c z? "r L t'lr / /C z Z. - �- - ---- - -- - -- FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT 15C 'L12 TOTAL / COLOR , I � - o �z 2 3 TA Z9 I TRIM S-r�y+{ "M. 61dg� A!? x 3� - ��L� �25 5Z Z Foundation ° Bath Dinette f X 1 7- _ Z 2 Sd Basement s PC Floors Kit. Extension Ext. Walls t C Interior Finish L.R. Extension Fire Place �Lv Heat D.R. 444w JFK 200 Woodstove BR. Porch Dormer Fin. B. Deck Attic Breezeway Rooms 1st Floor Garage 2 2 X 2Z- 0 25 --,5 Driveway Rooms 2nd Floor 0.B. Pool 6�a FORM NO . 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30254 Z Date MAY 6 , 2004 Permission is hereby granted to : JOSEPH COWLEY 630 ORIOLE DR SOUTHOLD,NY 11971 for ADDITIONS P.ND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 630 ORIOLE DR SOUTHOLD County Tax Map No. 473389 Section 055 Block 0006 Lot No. 015 . 006 pursuant to application dated MAY 3 , 2004 and approved by the Building Inspector to expire on NOVEMBER 6 , 2005 . Fee $ 354 . 60 Auth ri d Signat -- ORIGINAL Rev. 5/6/02 r ado e � 3". S. 33;° ., v o0 Ly s b yrs b f'tii LOT 5 ry 3,g,vi S $3 to t LO t *NO a n y qR � cm W iL O Q 7i°d Z N59'25'49"W 249.38' LOT 1 TITLE NO: BAC 1078aS tay � smwy`� peaember 5, 1995 CERTIFIED TO: - GERALD T. OBUCKLEY,P.L.S. The 1T2aic �Road, 8ddgehampton Naalifmd Bank 172.49 ��,py 11432 PairComoa rweatlh ovA Trt1f3 Insurance Co. JaMTd(7 19)469-3034 Far:(Tl8)462-6125 Patricia Jordan Cowley /j' � } Lot No.5,'S"vbim Map of K*woM Meadmis.SecWn T%W fled in Use Office of ft Clerk of the Gamily of Sulfa&on klatch 19, 1990 . as Fie No.8910. Tlds mrM i&i term ed b be used for We pupoass 0*and is a eked b whatomwamor c"View too,south mayrevea nisnalftecrleand uft it b locale new corakxd a may resat in problems far which#6 surveyor vA nat b o cable. SECTION$5 BLOCK 6 LOT 15.008 COUNTY OF SUFFOLK TOWN OF SOUTHOLD • STATE OF NEW YORK TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying" TOWN HALL 3 Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 — Survey vvwiv. northfork.net/Southoid/ PERMIT NO. � � Check Septic Form N.Y.S.D.E.C. � Trustees Examined S6 , '0 / Contacr. 5;�Tl—ti Approved 1 ,20 `1 Mail to: Disapproved arc Phone: Expiration 4 20�_ Buildin Insp APPLICATION FOR BUILDING PERMIT Date 120 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on pre.tmises, 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. i E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to adn- t authorized inspectors on premises and in building for necessary inspections. nature of applic t r name, if a cor1ploratoon) _ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Com " Name of owner of premises (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 o\vhic proposed work will�e done: House Number Street / Hamlet County Tax Map No. 1000 Section 5,S Block 6 Lot s Subdivision _ Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intded use and occupancy of proposed construction: a. Existing use and occupancy S;N�4. r" -"M b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 3 G Rear Z Height Number of Stories L Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 2- 8. 8. Dimensions of entire new construction: Front Z.Z Rear 3 Q Depth 32 Height Number of Stories 7(1 9. Size of lot: Front Rear Depth t0. Date of Purchase IL IgA, Name of Former Owner jnil,v 11. Zone or use district in which premises are situated S 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__N 13. Will lot be re-graded? YES__NO k Will excess fill be removed from premises? YES NO 14. Names of Owner of premises T Address S^' 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 A * 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. 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 JyvNt� (Contractor, .Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swom to before me this ,j.ja delay of, �n4,v,�L ' 200 Notary Public Signat e o Applicant N'J" 4 -- c,state of NaW York n'�,• �."::'.5g-7,Suffolk Ccun 1:_ .. 10 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: S/ A/04 APPLICANT: DATE SUBMITTED: S /S /04 SCTM# DISTRICT: 1,000, ECTION: SS , BLOCK: , LOT: ISA d SUBDIVISION:A' k1po►n4 ADDRESS: 630 Q CITY: ZONING DISTRICT: CONFORMING? -O BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/ C/0 Z- , INFO BP -Z/C/0 Z- ,INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/ REQ. LOT SIZE: ACT. LOT SIZE: ?,5Z 0 REQ. LOT COV. O d ACT. LOT COV. REQ. FRONT a PROP.FRONT ✓ REQ SIDE 157f3S'' ACT. SIDE ✓' REQ. REAR 3Z PROP. REARS REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITEC - je-gY EY l WATER FRONT? N° DE CRIPTION: PANEL # FLOOD ZONEX APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or00 (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y orq NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES— YES or DTE_ / /_ PERMIT#: TOWN ZONING BOD-APPROVAL: YES o DTE: / % PERMIT#: TOWN PLAN. BOAR/ APPROVAL: YES or DTE_/ / PERMIT#: TOWN HISTORICAL/PRE (SPLIA): YES or NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: f O G SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF 4 FEE FEE FEE d 1. !, SF)- ( Bs�J SF)=b6`o� SFX$ _$ ' . +$ +$ _ $ Via. 2. (-- SF)- (_ SF)= SF X $ _$ +$ +$ = $ 3. ( SF)- ( SF)= SFX $ _$ +$ +$ _ $ FINAL TOTAL: $ �'�` NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 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: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS: Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DIP4p; Y/N SNOW:Y/N SEISMIC: Y/N WIND: Y/N WINDOW AN ,POOR SCHEDULE: MIS"I3 AT REQUIREMENTS: Y/N l E3, iSS 5.7 S.F.: Y/N f ;� LI�/HT 8%: Y/N VE-NT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I Data filename: Untitled TITLE: Cowley COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE:05.102/04 DATE OF PLANS:4/20/04 PROJECT INFORMATION: Addition COMPLIANCE: Passes Maximum UA= 144 Your Home— 105 27.1%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling I: Cathedral Ceiling(no attic) 808 30.0 0.0 27 Wall 1: Wood Frame, 16" o.c. 944 19.0 0.0 51 Window I: Wood Frame, Double Pane with Low-E 31 0.330 10 Window 2: Wood Frame,Double Pane with Low-E 14 0.330 5 Door 1: Glass 42 0.290 12 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and sigped this page,they are attesting that to the best of his/her knowledge.belief, and professional judgment,such planes or specifications are in compliance with this Code. 1( Builder/Designer Date C,- 0� 0F NEµrY W •• 5 MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I DATE:05/02/04 TITLE: Cowlev Bldg. I Dept. Use Ceilings: [ ] L Ceiling ]: Cathedral Ceiling(no attic), R-30.0 cavity insulation Continents: Above-Grade Walls: [ ) 1. Wall 1: Wood Frame, 16"o.c., R-19.0 cavity insulation Comments: Windows: [ ) I I. Window 1: Wood Frame, Double Pane with Low-E, U-factor.0.330 For windows without labeled U-factors,describe features: # Panes Frame Type_ _Thermal Break? [ ] Yes [ ] No Comments: [ ] 2. Window 2: Wood Frame, Double Pane with Low-E, U-factor:0.330 For windows without labeled U-factors,describe features: # Panes Frame Type _Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] I. Door l: Glass, U-factor: 0.290 # Panes_ Frame Type Thermal Break?[ ] Yes [ ]No Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2) installed inside an appropriate air-tight assembly with a OS" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned 8ttics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned*tics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned 1paces must be insulated to R-8. 1 [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. j Insulation is not required on return ducts in basements. I Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at tesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Ipsulation: [ ] HVAC piping conveying tluid5 above 105 °F or p�j,led]]Kids pe+ow 55 °F nipst be insulated to the levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) Up to I,_ Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for ffVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Pipine Svstem Types Range F 2" Runouts I"and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) ALL CONSTRUCTION SHALL !MEET THE.REQUIREMENTS OF THE CODES OF NEW YORK STATE. APPR VED AS NOTED -DATE: B.P.# aa- FEE: BY: NOTIFY BUILDING DEPARTMENT AT :76.5-1802 -PAM, .TO 4 PM „FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONC&RETE 2. ROUGH - FRAMING PLUMBING _a { 3.'INSULATION coo 1 4. FINAL.- CONSTRUCTION MUST BE COMPLETE FOR C.O.- _ { ALL CONSTRUCTION SHALL MEET THE f REQUIREMENTS OF THE CODES OF NEW - YORK.STATE. NOT RESPONSIBLE FOR .. ' DESIGN OR CONSTRUCTION ERRORS. • OCCUPANCY OR �.� NLAWEUL .,E IS U WITHOUT CERTIFIOATE s . .,.._._ OCCUPANCY ZONE FLOOD COMPLY WITH CHAPTER"46" -FLOOD DAMAGE PREVENTION t _ SOUTHOLD TOWN CODE. r I CERTIFICATION OF ,NAILING & CONNECTIONS a f tI REQUIRED. t I C "J1PL' WITH ALL CODES QF.,; - . _ ,. fi "HTE & TOWN COMES - �. A� .., UI AND CONDITI -t' S Q _ .. s 0 �,KOI "r , �TO 1 'TOWN PLANNING BOARD z EC ..... __ _ , -. a RETAIN$ TORM WATER RUNOFF PURSUA T T �5110C OF THE I O N I RTIFI i - t NDE FIGA1 F . ;. 4 REQUIRED p 1 rz LU lNG P .. .....+,..-.:,..,e+P.rx..,,w.....+ .,.....w,.r•rv.•-..tee—*f..,esg. ,. (/ AL-E-PWBIA16 VWA&TE ATER Li . I f , . G BEFORE COVERING i ,ffrky k( � UMBER CER TI !CATION row_ ON t,_FAt� L ON r'ENT BEFORE _ ,F1C.ATE OF OCCUPANeY - :�i_ ; USED IN WATER SIJ =f, Y'S YS TEM DANN4fi ,SLED 2110 OF 1%LEAD. A 1e ' - # � ' .. -.., -' - �� :.�a..e«s::.+..a�aem..e.nr•-�c��6'.,.,.,�«�».�+ww�..«.+t:*,+�nrtr« •w.M.:�-�++.u,�r - .-,.�..�..-..-..-"--„ .. - - � _ _ _ 11!IPA Go co AD - 4-1i ' - � '� .,x:i..::y..nn..�,e.,...,...........Bw,.-....�.....+...rw«-�..r..e..�.n:�.�w•,....;.r,..�.r.. .......,...o... ..,,..c... -.,_ -- /`�► .`: w ip7 QFE S1 Lir 17 u. 4 i, , (/ 111, 11 n 'i - - . 11 :. - _ - .. - _ _ - } _ - .; .. _ , y - - - 11 I , _ .-. - 11 _ .. - � - - - - - . . r, - - - . _ i .. - - - 3 .. - .. I - - - - - - - - . .., - - f - - - , _.� -. .- I: . - , - - - - - .. _ .+ . - - - a - - - -- - - . - . - - - �, - _ .. .. 'y, - e - _ _ . -. _ .. - - - - - � I�� �— . _ - - ,, /{�7} }' �� L ;. J. ...,. „2 w. ' i, - r � - - �.�.�. .. ;,. - . =,.TM,� � , - - I I I I � � ,I I � - -tL...I. 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I I Ito,'- 4� : .I I 1 1 �I �� I � � I I : ,� j I . , . ,� 11 I I-� - I I - � L I I .I , , r I I � - - .. - .._ .... .- � i,,-�I ,.. - ,. �,j�i,I��.�- - W:�-I I I. ' s ' 3 . _ - - r 7 � ( _ ' � ! { a n� ._,__ . — : " u_ ., _. _ _ �,., M .. . . �= — : . " d : �_ i , . . ;�: J - 53 . _. �` { ..� ,5 .. s z �j ,_ 4' " v(F. • - t - - - .. - - - - - _ _��,� I 11" >� ,, a 3`��1Ea. :_ - j uq j , � - - - - .� - - - . - .. - . - - - - - _ - - j - - - �, , .. .,._. , . - . d , _ , . _j I , L - - _ -- ' - -- -- - - - _ w1 =--- __ _ _ , - - At �+ w 1 1 1S t+ t 20 a � . _ l Vol JL- HT 4 s r loll Wrll �� k I i . - LL 4 • m STRUCTURAL WOOD PANELS FOR VOID-SQ'RNE DEBRIS PROTECTION FOR WALL OPENING PROTECTION OF120 MPH 3.8EC0ND NAND GUSI[s .. µ_Vi (MAXIMLOA MEAN ROOF HEIGHT:M) 1 Y C 304$. NAlR0L1 5.91 10.8 20 4 24,' . 28:1 '«1t}' 3`4" x 4'1 t3" II ------ MULTIPLE SECTION ASSEMBLY: 1!4" 032, NArROOLNE 3.98 7,19 1U 4. 2'S. -28.1 S4�` 37 THICK BOLTS 2'OC N 30 CfRCLrr TO N/A 2:8 10 4 25. -2 3'4'X 13 F'ilV H2988A L t=R'I;NCH DUB?R 14..02 E 9.2 _ i# 4 24.7 -32.440 3'2'X 6' 10" �- I:Wfl 3168AL OUTSWrNG FRENCH Dd©R18.53 f 10.98 - 20 4 24.7 -26,9 40, 3'4" X 6'10" I i a_.-_ .._,,.. _._. __. jALL WINDOWS TO BE ANIJERSENICyN PERFdRMANCE OR APPRdVEO EQUAL - r I ,.__ .,_.. �,_.,,. ., _... _. _.:._ _..._.__ �_,..._-_ _-_. _._,.,. .. __.-w____ ., , co # UST'.A V f'.rP''P ii�Afll i¢ CALCULATIONS FOR WINDOWS BiASEDUPON�EXPGSURE 8 _ *, _ ....w_�!!�_.. U f IT 1, 'COEFFICIENT 1,0 WITH 120 rnph E3ASIC WIND SA ED, AS PER_ +- 1AEETS 14Y STATE, EGR S ikEQU1REM�fMTS __.. _.-_.._.. .. "TABLE R 301.2 (2)NEW Y0 K STATE F3UILDING FOR HABITABLE SPACE. ; CUSTOIwi GR4:,LE9 - 5f +ELEVATIONS 'WALL OPENINGS INCLUDING WINDOWS AND DOORS SMALL 8E PR4TECTE6 WFrH RltMOVEASLE, 5/8r.WOO �TRUCTU:RA'L PAf1fELS ;WITFI MAXIMUM OF 8-0 SPANK FASTENEREt'JR SPANS UP TO 6„0 SHhiLI 82.ft2Y # 8 W04 -SCREiNS AT 16 OIC SAS Fr .IEq FOft SPANS IIP TO 8'-0” SMALL Erf 2 1r2" -#8 AT 12" OtC. TA LE 301.2.I.2 W ALL NARRQt►NE WINDOWS MUST USE 1%2"'HEIGHT SILL STOP (OR STOOL)AND THE ADDITION OF A 1/2" X 3/4" DF' UPGRAQE SILL_S74_P, SILL STOPS TOTAL A 1-i r4" , iHEIGHT AND REQUIRE THE INSTALLAII+DN OF A SPECIAL-,SASH Llfl t�ICL1tD€D YVtTt '1`tP k1Pt��tA��3{4 L STCIP Irl: _ _ � . ..... . .. ...... ... ... ;._ ... __. I�-., ; _. ALL UNITS MUST MEET OFt EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED ANY MULI. D UNITS MUS"f MEET O>;t EXCEED #.5 TIMES THE DESIGN PRESS RE iiEQU1RED AND MUST TRANSFER LOADS '1'd THE R()UGH OPENNVG SUBSTRATE. A'LL ECIERIiF ` ._._. ..,, -_ f3! J .._ :.GL _ .. w s ... SraENTIAL Car�IsTRucTIorlccii�E, _? _. ._ ' � REFER TO SECTION Ei160 1,4 FOR ALTERNATNf OPEN NG PROTECTION. oi STATE Rf _- `-�i LU '_ i ' i S M t i d E \\\ .00 O v 4 ~, CL 0 Z W .d. SHUTTERASSEMBLY Ix T" c© N.T.S. — - ---- FDR PANEL SPANS:0<4'-0"WIDE SPAN <[ � TAIL 1609.1.4 +i 4"0 ROOF VENTZ '' 23!32 APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") ftoof USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. Q t- LABEL ACCORDING TO LOCATION, ATTIC — -- ---- -----------— T�_ ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#80"(wl WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16"O.C.OR BETTER SECOND FLOOR --- - ---- ---- - ------_ -_ ...__-_- - -- ---- -- - --------- -- - - --------- ALTERNATIVE -ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w/#1 Ox 1 z"(W/WASHERS)MACHINE BOLT Q 12"O.C. Ex. _I H ElFIS _ New AT - WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHDRAWL CAPACITY OF 4901bs. 1,. '1a 3,. Y T14 '1 112 113 1 Ip -.1 114 '1 1rt ���1 112 � SHUTTER ASSEMBLY SI K ° ° N.T.S. ------- s j D.w. y� t� -I -- — -- - FOR PANEL SPANS:4`-0"OR WIDER SPAN L___.__� _ W FIRST FLOOR SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. 't 9f� �11/2 1,2 i3 1 112 -{3 3 W NOTE ADDITIONS: I C.0°t + U 4' '+ . - -1~} rte+ aL 2x4 STRONG-BACKS 0 24"OC j � TO SUFFOLK COUNTY D PT. z Cl OF HEALTH SORVICE9- ASSEMBLY: T�� APPROVED EVL;R LL,INE.- 1). PREASSEMBLE PLYWOOD TO 2x4'S:#10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL i WOOD SCREW @ 12"O.C. -- ---- ---- _ - ---- - ----- - - - ------------ - ---_ — _---- --- �► u_ ALTFRNAT'IVE FOR OPENING PROTECTJON BASEMENT � ;' "`� � � Q ..,� W WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7118"AND MAXIMUM PANEL SPAN OF 8'-b" L "1! "' R F PI F 2 SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS i -- S OPE 4 P€_OOT_TCIi TO DRAIN --_.�--.-_-.__- - (� U SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. - _—___—___ _-__--�— y W (REFER TO SECTION 1609.1.4 AND 1609.6.5 AND TABLE 1609.1.4) TABLE 1609.1.4 'a� Y WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS 1 0.1,ol Q' FASTENER PACING INCHES PANEL SPAN <2' 2'-0"< PANEL 4'-0"<PANEL V-0"< PANEL FASTENER TYPE 0" SPAN <4'•0" *IPAN'<V-0" SPAN< 6'-0" BING DIAG RAM . 2 112" "WOOD SCREWS 18 t6 12 9 UM 2 112" 08 WOOD SCREWS 18 Is 1'8 12 CD�- A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED{3 SECOND GUST)OF 130 MPH ANL?MEAN ROOF O Lo HEIGHT OF 33'-0"OR LESS B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS Of THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY 1 STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANC-HORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS. C,INfw FAMt •.,t MAILING S+DHEDUI.1� j GENERAL CONSTRUCTION-NOTES TABLE 3.# WOLUDiNG 3.3 AND 3.9 - 1.AN v Ills;2 erect 2a � be- ode or better 16"ok, A#other-framng material 19 siac HtCiH WIND EDRION�ll FRAME Ct�NSTRUD1 Ipi~I 1.The information on this set of consbuatian dctc� IIts is to r �0 to be, d es,Rr or bier �,LITY NAIL$PACNfVG intent and framing details. They are Intaeritiod a s A construction aid,not a s� JQwa DI�SCRiP"t'NE3iir1 for generally accepted good building wee and oomph curner►t�Y€uic 2:AN WOW In� concrete arbermawry to m sN status building Oode$: The general cater is responsible for wwidft TOE NAILED a'-0"WALL:3-W f ER RAFTER finished, under waft paradlet to floor plSt direction Un1eS8 FTEit TO TOP PLATE 1{I'-cY'-WALL.4-8d R RAFTER construction deta�and Procedures to ensure e►_ 3.Provide double floor,jam. (LING JOIST TO TOP PLATE TOE NAILED 8'-0"WALL:"3-8d fsER dOtSt sound, and weatherproof completed OvIerwE$6�• CE 100 WALL:4-8d PER JOIST tractors,scttedulirtg of Vh k,afKi id at a ma�cimum of 8,4,o/c for All dirrlelh$1onal iUNG JOIST TO PARALLEL RAFTER FACE NAiLC-Q SEE TA .E 3 7 EACH LAP ; uD 2. General Contractor to coordinate all sub can 4.Prox I hg or sol btocking $CEILING JOIST LAPS OVER PARTITIONS FACE NAILED TALE 3,7 EACH LAP interaction between trades. lumber boor jams. Ttti TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE TUE,NAiI€D 2-W EACH IND 3.The general contractor is resparhsible far ensuring that all work and const UCtion Floor construction, " and gr ire pN lh►oo+d s f icor. Finished.n*etial to be Fie-{ CKIN6,ro'RAFTER END NAILED z-#6ct EACH END m or exceeds Current federal,state,and local izodes,ardina IAN and regulations, r iM f�DARD Tp RAFTER far the t►� applied over aNubll�'. Clue and scr�+r plywood dung, etc. These codes are to be considered as,part of the si3E AL >al G' 2-16d - PER FOOT and should be adhered to even if they are in va�rianI With the Plan. 6,All window and door headers tp be minimum(2)2x1fl unless otherwise specified. OP PLATE To TOP PLATE FADE NAILED 4-1&i JOINTS-EACH SIDE All interior hB8der9�to be("2)2X10 unless 011110 Wi$B specified. OP PLATES AT INTERSECTIONS FACE NAILED 2-16d 24"O/C l 4. Dimensions shall take precedent over scale drawings{d4 not scale drawings). -TUD TO STUD FACE NAILED - EADER TO HEADER FACE NAILED 16d 16"O/C ALONG EDGES ,vision and assu"l no 7.Provide full solid blocking under all bearing walls. 2-16d PER 2X4 STUD been en for construction supe OP OR BOTTOM PLATE TO STUD END NAILED 3-164 PER 2x6 STUD has not gaged 2X8 STUD PER 5.The de ns,nor respsrrlsN ity for S.All beams to have adequaite bearing at each end or as sped• 4-16d Z responsibility for core coordinating with these! BOTTOM PLATE TO FLOUR JOIST, 2-16d *^ PER FOOT construction means,rnethods,techniques,sequences,or sere a no ar for tlesfy precautions and programs in connection with the work. There are ncu warrantie$f'a'r a 9.Ali flush beam and joist intersections to have gMvani�ad hear g LLOOR ISI,END JOIST,OR BLOCKING FACE NAILED c use expressed or implied in the use of these plans. ~ speafi #� + "exterior de plywood or FRAMING NG ���� '' ' 10.Typical exterior walls and roof to be sheathed with SSILL TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST �© .�.,j' ,Q 6. Refer to floor plans,exterior elevations,and window schectu�for types and sizes of 7/16„OSB Pim,group 1,APA rated. PrXhnibod to$pan over A and ISTO TOE NAILED 2-8d EACH END Q E J windows. All windows to be Andersen high Performancequality or approved equal. headers. IDGING TO JOIST T TOE NAILED 2-8d EACH END NG TO JOIST EACH BLOCK 10 +Ks TO S#LL ORTOP PLATE TOE NAILED 3.1647. Door and window headers to align unless otherwise noted. 11.Provideinsulation baffles at eave vents between ranter$. FACE NAILED 3-16d EACH JOIST STRIP TO BEAM PER JOiST � ~' ' N EDGER T013EAMTOE NAILED 3"� i Oft ntractor is to ensure theft masonry and prefii bilicated' p "e installed St�l cgrineCtims between roofs,walls, OIST TO JOIST END NAILED 3-16d PER JOIST Qj U$.Genera Cot and applicable codes. 12.Exterior ft�to be correctly 2-t6d PER FOUT ' C} C13 construction meets or exceeds all malnufactuner's chimneys,projections,and penetrations as required by approved const,uctiott OIST TU SILL OR TOP PLATETOE NAILED9.General contractor to consult and coordinate with fhe owner and the plans for ail practices. THING r bunt in items such as bookcases,shelving,pantry,closets,etc. 13.General contractor tet provkie adequste attic ventilation and roof vents. d'PERIR"ETER EDGE 2oNF-16 OIC-6"AT PANEL EDGES STRUCTURAL PANELS 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 10.Provide hardwired smoke detectors,Vieth battery badlcup,on 811 fktors and in each 14. Provide appropriate,soffit ventilation at overhangs. tNTERit _Z__ONE-16 ©/G•6°AT PANEL EDGES AND 12" bedroorhi,verify with local code requirements as.Fier Seo ion R317,Naw,`loris State � AT IAITENtMED i m SUPPORTS IN THE PANEL FIELD Residential Construction Code. install Carbon monoxide detectors as per code. (;)=NERAL PLUMBANC_N PTES OR pk 56F`9HF-ATHING Wit N 4'-0"OF THF.ItiER EDAE OF Hiz ROOF,I LU 4'-0"ON H SIDE CIF THE RC7�DF PEAK.THE 4'-0" Go 1, Plumbing subcontractor to be responsible for adhefing to allapplicatse code e and PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Cr. � GENERAL FOUNDATION NOTES_ so"requirements. tea. SFIEATt1ItN3 C>r.• � - ' - --_ - - - GYPSUM WALLBOARD 5d COOLERS 7"EDGE i 10"FIELD � ti 1.General contractor to review plans, elevatipns,and details to detefmine intended 2. If well plates or joist$are cut during the Installation of plurrlbing fixtures or LU W � hei hts of finished floor(s)above typical grade. equipment provide bracing to tiefraf ft bads together. ALL THING 4'EDGE ZM-16"O/C-6"AT PANEL EDGES AND 1T'AT 9 quip STRUCTURAL PANELS � INTERMEDIATE SUPPORTS IN ThI>=PANEL FIELD 2.All footings to rest on undisturbed soil. GENERA I VAC SYSTEM NOTES r TFRt ONE-16"O/C-W AT PANEL EDGES AND 12" - -- - 8d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 3, Provide IN'expansion joint material between all concrete slabs and abutting 1.Mechanical subcontractor is responsible for adhering to all applk�t�e codes and 7/16" 6d W EDGE/6"FIELD G 9- o FIBERBOARD PANELS 8d 3"EDGE I W FIELD Q concrete or masonry walls occurrirhg in exterior or unheated ulterior areas. safety requi€ements 25/32" GYPSUM WALLBOARD 5d COOLERS 7"EDGE/1tj"FIELD 4. Concrete on 4"sand or gravel fill minimum,with 6x6-101 10 vwire mesh reinforcing. 4:fERM ZONE-16"O/G-6"AT PANEL EDGES AND 12"AT barbel'. 2.I'IWA�G�suttcontractor to fully coordinate 811 system data and requirements uh�ith the � INTERMEDIATE SUPPORTS IN THE PANEL FIELD Interior slabs to be placed on 6,mil.stabilized polyethylene vaporequipment stupp�r. HARDBOARD AT INTEREII EDTA-16" PPO/C-6"AT PANEL EDGES AND 12" co 5. Provide crawl space ventilation per local code rsquiremefhts. 3. HVAC subcontractor to provide final system layout dreoft and submit It to general 8d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD � sheet nletaA termite shlekis contr ,or,owner,and equipment SUPPliel'for final review and approval. L SH sAT14WG 6.General contractor to install cop-r-teX(sur copper) � s"EDGE/12"FIELD TI2UCTUtZ4L PANELS-i"OR LESS between all wood surfaces that are exposed to concrete or masonry surfaces. i s��a 1 �r"+��.� ��--T- , A A L O-G . I WALL HEA l ILD "O/C AT HE NEW 1E y L✓ __ ____� * iLIN I A E E ON ALL TH 7.Dampproof exterior of foundation with a bituminous coating as per code and soil �ENERALWINQ PRQTECTtOPt CC�MNECTION NOTES. Corastructian;SSTD 1(}-99 I ANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE conditions. dapthaict from Standard fol Hurrit une odFraamt Cons fuctal ONNE and 1995 SSC High Wind Edition Wood Frame ConstrtlCtian � � WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS.THE TABUI:ATEQ NUMBER OF NAILS SHALL BE PERMITTED TO BE j Fasteners and Connectors for Wood Frame Construction ! REDUCED TO 1016d NAIL PER FOOT. GENERAL FL.00R_PIAN NATES I I CI IT to -- - - - - - drawings). 1.A continuous load path between footings,foundations walls,floors,studs and roof SOt4T�HOLD e- I_GNPic� 1.Dimensions shall take precedent over scale drawings{do not scale1 OCCUPANCY CLASSIFtCA R-3 RESIDENTWL-SECI ?N X110 8 CODE #framing shall be provided. metal corner reffhforeing. i er fasteni devices not inducted'rn the � USE DWELL ING UN -$EGftOF�l 14-310.2 W 2.All interior wails to be covered with r4 gypsum board with 2.Approved connectors,ancthors and oth ng 14'6"°, W Tape,float,and sand(3 coats). 2 ~ „ Standard Building Code,Table 2306.1 shad be installed in accordance with � FIRE AREA,(St) 822$O` �, TOTAL Z rmanufahcturer's recommendations. 3 TYPE OF(;pNSTRUCTAON WOOD FRAIAE TRIJCTION W 3.Walls common to garage and house to have a layer of 518 ,life rated gypsum board 4 DESIGN CRATERIA PRESCRV 11%DeSAGN- 1�HIGH�EDITION WFCM U at garage side with 5'-fl"rehum on adjacent walls and ceiling. Manufactured lumber 3.Metal plates,conrhectars, screws,halts,and nails exposed directly to the weather or SEE FLOOR PIANS�5EMNS O requires 2 layers of 518",fire rated gypsum board. subject to salt corrosion in costal areas,shall be stainless steel cr heat dipped 6 FRA#11N�fGG El.EN1 � Z wet areas to have water � galvanized. t3 DESl6N LOAD CALCULATIONS 'PAGE B 4.All bath and toilet area walls and ce#Ings adjacent to j 7 AND DOOR SCHEDULE PAGE S O resistant gypsum board,orwall-tile set on Wandarbaard or equal. 4.Mere windows and doors interrupt wood structural panel sheathing and siding, 8 LOAD PATH SEE SE N�A* O at the top and bottom of cripple ( J $ framing anchors or connectchrs ahaAi be provided ti SCHEpULE PA S U" p E S iQ!+ L O A Q C A L C U L A T jb N studs,header studs,and at least one stud at each side of opening. 10 EGRESS SEE FLQOR PLANS -, C3 � .PAGES Z UWTF O `M L Y T 1 LIVE L A b$ S.Ridgy straps shale be attached to each pair of opposing,rar OXOW ooler � 11 11yG RISER DIAL AM <C SEE FLOOR PLANS U 6Et 12 E PRO CION ..� EXT E R 10 R B A 17c'...., G O N 1 E S ties of 1x6 or 2x4 lumber is located in upper third of attic space�II1d attach to each Pair W 4'0 .1 TRlSS Nfl�' �ny ,, 0 DECKS 3,fl Of rafters. SEE A7TA If ED �f./ O 14 04EROY GAl- A T T IG S W IT H O U T S O RAGE 40 6.Uplift connectors shall be provided at each rafter bearing. *„ �'`x' S ATTICS WITH STORAGE 40 ROOMS OTHER THAN LEEP,ING ROOMS t1 Aro S 30 7.Floor to floor hold-clowns tQ be provided every.46,anc�t"every'16"within 4'of exteeic C L Mu0.T u4N� GEt3C RAP IG IGN CRtTERA - S LE E P IN C� R O O corners i VMEA E>�1NG SEVERE ,R G I R 1 O R CALCULATION F L E A I Silt shall be anchored to the fOUndatian FROST LANE.DEPTH A 8.Stii Plate to Anc�horage: p MODERATE TO HEAV A UAL i with anchor bolts having a min. bolt diameter of 516"and 3"x T'x 1/5"'washers. A TEFCMfTE A R G H I T E G T U R A L GRAPHIC STANDARDS minimum of ogle anchor bolt shall be provided within s to 12 Inches of each end of DECAY S L HT TOM DE R�tTE each plate. Anchor baits shall have a minimum ant�`r i � �� INTER DESIGN TEMP. 11 g N O masonry foundations. Anchor bolts shall be located_within 12 is hes of comers and at W5-SHIELD UNDER- AS PER thk�,NU ACTURE - 45 lbs. -^ GROUND SNOW LOAD spat Ing not exc,aedirtig 4 feet on center_ _ _ I�AYM IVT-t» t UIR _., _.._. .. S +CI ICi4T NS ! 57A7E CQt E FLOOD,14AZ'ARDS E 1 S IC 8 ___ ------- - - 'ct DESIGN CATEGORY _ �� - ..J � � THESE NOTES ARE GENERAL.CONSTRUGITIDN I'll THEY ARE 14 T � td') SPECIFICALLY WRITTEN FOR THIS PLAN THEY A}��TO I�CONSIDERED A$ l C' Cq S ?1JalTH YOUR IND W i N 0 SPEED 120 Mph GENERAL GUIDELINES ONLY AND S :iL+�t Dl � E P O S U r: CAT GORY f3 GENERAL CONTRACTOR BEFORE C0NSTi VCT"8M+sS. RIDGE RAFTER ------ f� USP R8250 AT 21 - - iz i i i RAFTER/RIDGEIRAFTER aTH-cT- A KING STUDS -- RAFTER -- _ ----- -E RAFTER—. — STUB - ' '`WZ RIDGE —_ ----- -- i USP RT16 OR(2)RT7-- - -- { n RAFTER ---- - _ HEADER ' TOP PLATES i0, TOP PLATE------- -- 1 - USP RT3 - f i' USP RS250 AT 2 _—_T USP RS250 AT 18" USP RT20- WALL STUD -- ---- '� USP RS250 AT 12" - CONNECT" UII p Pl4D !�'��E O USP LS OR TMU IES WALL STUD A RALFTERIRIDGEIRAFTER wrtH DT- RS250 21" ,TACK STUDS' ----- RAF'TEWRMGEtRAFTfi�118TIyIQUT CT R6250 21"+LSSH1fi8 B RAFTER`PLATEISTUD RT10 s iRAFTERIPLA1E RT16 or(2)R't7 PLATE/STUD RS25Q lg' B RAFTERIPLATE PLATE/STUD Al RAFTER/RID E/RAFTER v��a cT B _ 't R�►FTERIP_LATE/STUD _ C HEIS - - -HEADER/JACK- HEaDlrw��STUD 50 »" �, c DER/STUD „ __.. .. . - D FLOOR TO FLOOR KLFTA or 9,* 36" � r, E STUD/PLATWSILL RS250 36' a O STUD/PLATE RS250 16" Z PLATE/SILL MP6F F ANCHOR BOLTS STB16 G POST ANCHOR FOR DECKS PAU SERIES POST ANCHOR FOR COVERED,PORCHES CBE SERIES _.. _._-_,..._.... __ .. Z O ?- o Q _.:._. �..�+_.,....__Vo 4R 2Ki4.-16"OIC COLLAR TilS MIN.,._.: . ti Z t. co POST --- ------- USP CBE -----P.C.FOOTING— --= 2ND.FLOOR WALL STUD-------- 2ND.FLOOR WALL STUD - - Q� 1 ST.FLOOR WALL STUD--- 1ST.FLOOR WALL STUD G POST ANCHOR FOR COVERED PORCHES_ Z 2ND.FLOOR PLATE 2ND.FLOOR PLATE-- _ SUBFLOOR --- _-- SUBROOR--- ---- - 1 ST.FLOOR PLATE--- -- 1ST.FLOOR PLATE- ---- RIM BOARD----- ----- =) RIM BOARD ----- ---- SUBFLOOR --- ---- - -- SUBfLOOR --- ---- Z " -- - _ __ USP RS250 AT 16 _ LL' USP KLFTA ------- — USP RS250 AT 36 USP RSAT 36 - --- RIM BOARD RIM BOARD 1ST.FLOOR TOP PLATES -- 1ST.FLOOR TOP PLATES --- DOUBLE SILL PLATE — - -- POST DOUBLE SILL PLATE - - USP MP6f -- - ---- -- °`' FLOOR WALL STUD --- E7 FOUNDATION WALL _ FOUNDATION WALL - -- --� ,'5 w IST USP PAU r-1 w IST FLOOR WALL STUD -- -- ------ P.C.FOOTING =£� 'O�✓ 0 ®� ,�,�' Z E ,STUD/PLATE/SILL — _ -_-_ __. E.- STUDIPLATE PLATEISlLL ___ GPOT At�JGHCR Fad ocKs - - -- r i._ - - _ - - - - -- D _FLOOR TO FLOOR -- - . D-- ,FLOOR TO FLOOR .=-- _- --- - - o Q U")