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HomeMy WebLinkAbout35569-ZTown of Somhold Annex 54375 Ma'm Road Southold, New York 11971 7/6/2011 CERTIFICATE OF OCCUPANCY No: 35043 Date: 7/6/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 ADDITION/ALTERATION 1640 STERLiNG RD CUTCHOGUE, Sec/Block/Lot: 104.-4-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/3/2010 pursuant to which Building Permit No. 35569 dated 5/19/2010 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: dormer addition and alterations to an existing one family dwelling; add/conversion of garage into living space and rear deck/pergola and covered entries as applied for. The certificate is issued to Gallagher, Daniel & Gallagher, Jennifer (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Butts Reliable Inc 35569 7/1/11 ,~ 2/15/l 1 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35569 Z Date MAY 19, 2010 Permission is hereby granted to: JENNIFER GALLAGHER 1640 STERLING RD CUTCHOGUE,NY 11935 for : DORMER ADD & ALTERATIONS TO AN EXISTING DWELLING; ADD./CONVERSION OF GARAGE INTO DWELLING SPACE & REAR DECK/PERGOI~t & ENTRIES AS APPLIED FOR at premises located at 1640 County Tax Map No. 473889 Section 104 pursuant to application dated MAY Building Inspector to expire on NOVEMBER STERLING RD CUTCHOGUE Block 0004 Lot No. 015 3, 2010 and approved by the 19, 2011. Fee $ 836.80 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN ItALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly cmnpleted application and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state tile reasons therefor in writing to the applicant. 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Cellificate 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 New Construction: Location of Property: House No. Owner or Owners of Property: 'X,~'"~? a,r Suffolk County Tax Map No 1000, Section Subdivision Permit No. ,.7 Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: Old or Pre-existing Building: (check one) Block Filed Map. Applicant: Underwriters Approval: Date of Permit. Final Certificate: Hamlet Lot: (check one) /' Applicant Signature Town Hall Annex 54375 Main Road P.O. Box I ! 79 Southold, New York 11971-0959 Telephone (631) 765 1802 Fax (631) 765-9502 roqer r chert~town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Daniel Gallagher Address: 1640 Sterling Rd City: Peconic St: NY Zip: 1195~ Building Permit #: 35569 Section: 104 Block: 4 Lot: 1~ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Electric License No: 33419-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Corn medcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: INVENTORY Hot Water GFCl Recpt NC Condenser Single Recpt NC Blower Range Recpt Appliances Dryer Recpt Switches Twist Lock 200a underground service, Ceiling Fixtures Wall Fixtures Recessed Fixtures Fluorescent Fixture ~.~ Emergency Fixtures~ Exit Fixtures L 2-paddle fans, 1-exhaust fan HID Fixtures Smoke Detectors CO Detectors Pumps Time Clocks TVSS Notes: Inspector Signature: Date: July 1 2011 81-Cert Electrical Compliance Form New Yo¢~ 11971 Bi i)G DEPI TOWN OF Fax(516i765~23 Telephone (516) 765 OFFICE OF ']'HE BUILDING INSPECTOR TOWN OF SOUTHOLD cERTIFICATION Date: -1.5-11 . Building Permit No. ..~55 Owner: .~./~¢')~'~" ~¢-O~\t~(.C'^~O_C"- (please print) Plumber: ~)k2£1~,~ ~::~¢ (please print) I cedify that the solder used in the Water supply system contains less than 2/10 of 1% lead. Sworn to before me this \ 5~ day of ~'¢..Y'-'-'-'-'-'-'-'-'-~FA,q4 20 I\ Notary Public, ,~O ~ IrOtY"~ County BERNADETTE L. TAPUN IIOTARY PUBLIC ~R44893 Sta~.e ,.,i New York R~idir~g in Sufioik County Commission [xpires ¢~:~t4]~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [ ~J~ROUGH PLBG. [~ ]~FI~ATION 2ND [ [~J~ FRAMING / STRAPPING [ ] INSULATION ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~c, ~ INSPECTION [ ]FII~IV~i~TAHT~ [ ]lql~ni~*TAnTPmlLrrl~TlOn TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ FIRE RESL~rANT CONSTRUCTION [ ELECTRICAL (ROUGH) [ [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~? DATE INSPECTO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO~J~BG. [ ] FOUNDATION 2ND [~,~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY [ ] FIRE RESISTANT REMARKS: DATE /~)/~ //~/ INSPECTOR ~h/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION ¶ST [. ].~(~H PLBG. [ ]FOUNDATION 2ND [~]']NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRESA~'"~flNSPECTION [ ] ~'r~'~~ [ ] ~,~'~'r~'~'~ REMARKS: ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRERESSTANTCONSTRUCTH)N REMARKS: [ ] ROUGH PLBG. [ ] INS~LATION [~NAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net £ Examined ~//q , 20 J o Appro,ed 5~ ?, 20 / 09 Disapproved a/c Expiration ////7, 20 // ~A¥ 3 2010 BLDG. gEPI. PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Plarming Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector PPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date _~. ,4../Z c_~ ,20/~ ipl6tely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of ,lans, 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. l: Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) Ao] (Mailifig address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder N anre of owner of premises ,_~..'~"~A,,/],,~ _//ff/~-/ (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. Location of land on which _ proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision Lot Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building. Demolition 4. 5. Repair Removal Estimated Cost If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear .Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front ~' -' Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear ~ , .Depth Height Number of Stories : · 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO__ 13. Will lot be re-,graded? YES__ NO Will excess fill be removed from premises? YES__ NO 14. Names of Owner of premises Address Phone No. Name o f Architect '~/",~ T~. Name of Contracto} / ' 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__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY '"-~.~'~ ~/~ ,"~-'~¥L~ being duly sworn, deposes and says that (s)he is the applicant (Nmne of individual signing contract) above named, (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 tree to the best of his knowledge and belief; and that the work will be pertbrmed in the mmmer set forth in the application filed therewith. Sworn to betbre me thi.~ , _~ ~)(/~ day o f ·/,~t,t.~ 20t0 Notaw Public ~ ~ ~e of Applicant Town Hall Annex 54375 Main Road P-O. Box 1179 Southold, NY 119714)959 Telephone (631) 765-1802 ro~er rich er t ('~t~o (~1~) g ~6'~go~. ny. us BUrg .DING DEPARTMENT TOWN OF SOUTI-IoLr~ APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ~/,../~'~ ~---(~..~ 2z,:-,' ~, ~mpanyName: ~ ~ ~o:~zz,'~,' ~/~.,~ ~C Name: , /~ ~:~ ~ ~:~ ~. :.. ~. Li~nse No.: ~.~ ~/~_ ~--. Address: ~ o ~ ~ ~. ~ ~ ~, ~¢~, ~ Phone No.: JOBSITE INFORMATION: (*lndi~tes required information) *Name: ~~ ~/~/ *Add,ss: /~ ~ ~/~ ~ /~ ~, '~ *Cross Street: ~ ' '~ c / *PhoneNo.: ~/~ ~- ~3 ~ Pe~it No.: ~ Tax Map District: 1000 Section:. /~.~ Block: ~ *BRIEF DESCRIPTION OF WORK ~se Print Clearly) Lot: (Please Circle All That Apply) *Is.job ready for inspection: ,Do you need a Temp Certificate: Temp Information (If needed) YES/~--~ Rough In *Service Size: 1 Phase 3Phase 1001 150 ~ 300 350 400 *New Service: Re-connect ~"~ergrou~ Number of'~t~ers Change of Service Additional Information: "'~--------//~PAYMENT DUE WITH APPLICATION / 82-Requesi for Inspection Form c~ ~ ~ ~'J L~ Final Other Overhead Tow n of $outhold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FOBIM PROPERTY LOCATION; S.C,T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A elock Lot CERTIFIED BY A DESIGN FROFESS[0NAL IN THE STATE OF NEW Item Number: (HOTS: A Check Mark (~) ~or each Queslion ~s Required for a Complete Application) Yes 1 Will this Projec( Retain Afl Storm~Water Run-O~ Generated by a Two (2") Inch R~infall on Site? ~ (This item will include all ~n-off crealed by site clearing and/or const~ction activities as well as al; Site Improvements and Ihe permanent creation of Imperious su~aces,) 2 D°es the Siie Plan and/°r Su~ey Sh°w AH Proposed Drainage St~ctures Ind,catin9 Size & Location? This item shall include all Proposed Grade Changes and SDpes Controlling Sudace Wa e~low! 3 Wil~ ~his Project Require any Land Fil~ing, Gradfng or Excavation where there is a change to o t4alural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? ~ 4 Will this Application Require Land Dislurbing Activities Encompassfn~ an Area in E>:c:es of Fiv~¢ l housartd (5,000) Square Feel of Grourld Sudace? STAT~: ()F NEW YORK, m~ a¢~d file this al)plicaUon; d~at ali s~atenmnLs conlained m this applicaOon a~e uue to dm best ot his knowledge ~md belief; ~d fl~a( the work will be perlor reed m the mannm set forth m ~e applicaOon filed herewith Sworn ~o befo~ e me this; FORM - 06~07 REScheck Software Version 4.3.1 Compliance Certificate Project Title: Gallagher Residence Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Pementage: 13% Heating Degree Days: 5750 Construction Site: Owner/Agent: 1640 Steding Road Jennifer Gallagher Cutchogue, NY 11935 Compliance: 14.2% Better Than Code Maximum UA: 219 Your UA: 188 The % Setter or Worse Then Code index reflects how cl(3se to compliance the horse is based on c~3de trade-3ff rules It DOES NOT provide an estimate of energy use or cos[ relative ~oa minimum~ode home. DesignedContractor: Jeffrey T. Butler PE, PC. Wall 1: Wood Frame, 16" o.c. Window 2: Wood Frame:Double Pane with Low-E Window 3: Wood Frame:Double Pane with Low-E Window 9: Wood Frame:Double Pane with Low-E Door 1: Glass Wall 2: Wood Frame, 16" o.c. Window 4: Wood Frame:Double Pane with Low-E Window 5: Wood Frame:Double Pane with Low-E Window 8: Wood Frame:Double Pane with Low-E Door 2: Solid Wall 3: Wood Frame, 16" o.c. Window 7: Wood Frame:Double Pane with Low-E Wall 4: Wood Frame, 16" o.c. Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space Ceiling 1: Flat Ceiling or Scissor Tress Ceiling 2: Cathedral Ceiling (no attic) Furnace 1: Forced Hot Air 84 AFUE 304 15.0 0.0 16 24 0.330 8 30 0.330 10 19 0.330 6 21 0.330 7 304 15.0 0.0 15 24 0.330 8 13 0.330 4 3 0.330 1 63 0.330 21 270 15.0 0.0 20 12 0.330 4 256 15.0 0.0 20 718 30.0 0.0 24 212 30,0 0.0 7 506 30.0 0.0 17 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 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge,~belief, and professional judgment, such plans or specifications er .~e~-~m3~[ia~.. e..with this Code [ ? It " Project Title: Gallagher Residence Data filename: J:\MISC_JOBS\Misc Jobs 2010\100010 Galiagher - 1640 Sterling Rd\Gallagher. rck Report date: 04/27/10 Page I of 5 REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ~1 Ceiling 1: Flat Ceiling or Scissor Truss, R-30.O cavity insulation Comments: ~1 Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above-Grade Walls: I~1 Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: ~1 Wall 2: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: [] Wall 3: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: ~1 Wall 4: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: Windows: [] 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: ~1 Window 3: 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: [] Window 9: 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: I~1 Window 4: Wccd Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors descdbe features: #Panes Frame Type Thermal Break? __ Yes No Comments: I~ Window 5: 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: I~ Window 8: 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: [~ Window 7: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors describe features: Project Title: Gallagher Residence Report date: 04/27/10 Data fllename: J:\MISC_JOBS\Misc Jobs 2010\100010 Gallagher - 1640 Sterling Rd\Gallagher.rck Page 2 of 5 #Panes Frame Type Thermal Break? __ Yes No Comments: Doors: Door 1: Glass, U-factor: 0.330 Comments: [] Door 2: Solid, U-factor: 0.330 Comments: Floors: Floor 1: Ali-Wood JoistS'russ:Over Unconditioned Space, R-30.O cavity insulation Comments: Heating and Cooling Equipment: [] Furnace 1: Forced Hot Air: 84 AFUE or higher Make and Model Number: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. 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. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. [] Return ducts in unconditioned attics or outside the building are insulated to at least R~. Supply ducts in unconditioned spaces are insulated to at least R-8. Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in, w.g. (500 Pa). ~1 The HVAC system provides a means for balancing air and water systems. Temperature Controls: r-I Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone, Electric Systems: [] Separate electric meters exist for each dwelling unit. Fireplaces: [] Fireplaces are installed with tight fitting non-combustible fireplace doors. [] Fireplaces have 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 dsere have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of e circulating system, Circulating Hot Water Systems: Project Title: Gallagher Residence Report date: 04/27/10 Data filename: J:\MISC_JOBS\Misc Jobs 2010\100010 Gallagher - 1640 Sterling Rd\GaHagher.rck Page 3 of 5 I~ Circulating hot water pipes are insulated to the levels in Table 1, Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Project Title: Gallagher Residence Report date: 04/27/10 Data filename: J:\MISC_JOBS\Misc Jobs 2010\100010 Gallagher - 1640 Sterling Rd\Gallagher.rck Page 4 of 5 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1,0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Piping System Types Fluid Temp, Range(°F) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 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 and 40-55 0,5 0.5 0,75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: Gallagher Residence Report date: 04/27/10 Data filename: J:\MISC_JOBS\Misc Jobs 2010\100010 Gallagher - 1640 Sterling Rd\Gallagher,rek Page 5 of 5 STORM ORAINA~EE C, ALC,: ~tENERAL NOTE.~ LEC_.-7-7-7-7-7-7-7-~END: A~VlATION~ ~l~ ~ ~OT TO ~ ~E~ ~I~IO~ TO ~o~. ~T VOLUME = A~A x ~INF~L x COEFFICIENT AFF --- A~OV~ FINIGHE~ A~A = 1~2 6.F. - ~OP 2. ~Ol~ O~ ~L ~ TAK~ TO ~ HINIWH DIS~ION ¢ SANITARY ¢~R ~ AFC --- ABO~ F[NISHE~ 2~5 5.P. - P~. ~ B~ --- BOTTO~ OP ~INFALL: 2,,~R.: O.I&~'~R. D. ~L ~N~T~ ~ALL P~DT T~ 9~ OF ~D ~ EXiSTi~ ~TB ~IN H OB --- OATOH BASIN ROOF ~NOFP, T~ ~I~ER. ~IT ~TI~ ~1~ ~IPICATI~ A~ OONST --- CONSTRUCTION I~B2 5.F. x 0. I~1' x 1.0 = 212.54 OU.PT. 5AHPL~ PS ~A, IH ~TI~ TO T~ E~I~ PRIOR TOs~/~ OONT --- OONTINUO~S/CONTINUE DRIPPY AND ~L~T, ~NOPP, p~TS. ANT ~P FI~ OR B[P HA~ ~ ~ L~CHI~ P~L ~ ~LID CO~R'./ PiP --- DUCTILE IRON PIPE I~q~ 5.P.x O.I~T x O.~O = 12~.~ CU.PT, ~E.~ ~0~ A5 ~, /~, ~.H.--- D~UBLE ~ALL ~7 OP ~L O~R ~CTO~, AND O~E~ t EXIST --- EXlST[N~ B~ TO ~E A I I E~ION ¢ TE O~R M ~P~A ~1~ TO ~OP~ CONT~R ~ I - m m.Tm. ¢.--- LOCATION HAP: g, ~L HA~R5 INS~OTIO~ ~L ~ ~LLO~P ~HPLE~T. EXISTI~ 5~DE x 8.0 eM --- MET --- METAL NOT TO ~ALE A O~N A~ ~ ~ E~I~N~. ~OP~EO ~OE5 x~ NT5 --- NOT TO 5GALE P~OPOSED 51~ PLAN: EXISTI~ ~TTOH I TOP ~, = .... PEHA FLOOP ZO~ ~A VIF --- VERIFY IN F~EL~ EXlaTI~ EXISTI~ ' ~ TL AREA OP . ' ' .. ,,, ~ ' ~EVIN ~o~ILLOP ~ ~ UI~ ' , - '~ ¢ . ~¢~ ' ~., ~.; ' ~ ~ ~ ~, ~ ( essthan~o~lngdaysno~ butnot ~ - ~ .. ~ . - ZON G O ATION. ~ :~;~:o RES'DENTIAL R40 .(NONCONFORMING LOT ~ LOT SIZE CATEGORY, 'LESS THAN 20,000 SQ,~, EXISTING LOT: ~8,263,5 SQ,~, (0,4193 AC.) ~ PROPOSED LOT: N,C, '3' ~ FROHT YARD S~BACK (PRINC), 5 MIN, X ST NC, .,c. S DE rARP SETBACX lN. ~gNOVA~ ~, · ~ ~ TRUST PROPOSED: N.C, SIDE YARD S~BACK CUMU~TIVE (PRINC): 25' MIN. REAR YARD S~BACK (PRINCe. 35 MINi ~ %~L ENT EXISTING: 7.7% (1,411 S.F,) _ ~. ~ ~ ,p~] ~ PROPOSED, 8,9% (1,623 S,F,) DF I N C,R. ITER. IA I J, ilNP SUBJECT TO PAMAeE Fl~,OM P, IINT~R ICE SHIELD USE/ BEIBMIO FROST BROUND SPEED EXPOC-~RE PEBLON UNDEPJ.AY'MT. FLOOD LIVE DEA~ ROOF UPLIFT LOAD MALL SHEATHIN~ OCCUPANCY HEIOHT FIRE AREA TYPE OF ~NOIN DESICN LINE LOAD (MPH) CATAOO~¥ CATA¢OR¥ HEATHE~IN¢ DEPTH tERMITE DECAY TEHP REd~UIP4~D HAZARD~ LOAD LOAD ~TION LOAD CLAS~. HAIN HOUSE, 4ODE~AT~ ~LI~NT TC II YES F~OI~I Iqq~ INTERIOR ZONE = 2q.~ p~ INT~RIO~ ZON~ ~ ~ p~i ~'~*~' ~P~ ~ m~. ~T OR RISE LESS THAN 4 INOHE5 PER ~OOff 20 ~ ~ ~ ~LO~BLE DEPLEOTION OP ~ --~ ~m~'p~ FLOORS AND PLAS~RED OEILIN¢S L~O ~, EX~RI~ ~L5 HItH PLAgTER OR 5T~CO ~0 FINISH -- I EX~RI~ ~LL~RINP LOAD5 HITH FLEXIBLE FINISHES FL- ,'1' -- --, %~ PIN EX, PO~DATIO~ AND ~ PA55ENeE~ VEHIOLE A~ ~L To =,-o. ~ I I ~LEEPIhO ROOH~ BO ~[ ~l ~ARDRAILS._ AND HAND.IL5 200 SCALE: %/4" = ILO" 0 2 4 6 I, a~ BXISTINe P~MINe UI~OTION5  ~ i ~ ~ CON--TOE TO ~RIFY PRIOR TO ¢O~T~TION OEMOLITION. WIND-BORNE DEBRIB PROTECTION FOR WOOD 8TRUCTU~ PANEL ~ ( ~MUM M~N ROOF HEIGHT: ~') SHUTTER ASSEMBLY ~ I I r = rD ~OT. ~ / ,~ ~, ~ DETAIL SHEET 2 :D ~0 OF = ~ ~II II ~ ~. ¢IOTEENUTSAWA~HEDTOBL~w~Ox'I2(WlWASHER8}~ , [ I [ I I I AL~RNA~ FASTER F~ SHUmR I0 BUI~NS: I FOUNDATION - ~0 REQUIRED FOR POURED CON,~RETE I [ I [ ~ ~ ~&~[ a~f · t2" o.c, 2 ROUGH- FRAMING PLUMBING -- ALL CONSTRUCTION SHALL MEET I I I I I I REQUIREMENTS O~ THE CODES -- -- -- ~ PURSUANT TO CHAPTER ~IIND 51)B JEST TO DAMAOE pI~,OH HINTER ICE SHIELD USE/ SEISMIC F~ST CROUND 5PEEP E~ PE~I~N U~E~AY~. FLOOD LIVE P~ ~OF UPLIFT LOAD ~LL 5HEATHIN~ OCCUPANCT ~l~HT PI~ A~ ~PE OP 5~ DESIGN LINE LOAD (MPH) OAtA~¢Y DAtasoft HEATH~IN~ OE~H ~RMITE DECAY ~MP ~gl~P HAZARD5 LOAD _CAP ~TION LOAD OLA~. HAIN HO~E, ~ONS~TION 4~ ps~ 120 B O ¢E~RE ~8" TO H~VY 4OOE~ FIRM HA~ 40 p~F 20 p~F PERIMI~R EDSB ZONE = B~.2 p~F E~E ZONE = 2q.I TABLE RDOI.5 MINIHUM ROOP LIVE LOADS IN POLJNDB-FOF~DE PER SdlUARE FOOT OP HORIZONTAL PROJECTION TRIBUTARY LOAOED FOR ANY 5T~G~L 0 TO 201 TO O~R ROOF BLO~ 200 ~00 ~ ~T OR RISE LES5 THAN 4 INCHES PER FOOff 20 I8 m2 ElSE 4 INO~5 PER FOOT (h~) TO L~5 THAN 12 I~HE5 PER ~OOT (I,I) 18 14 12 RISE 12 INOHE5 PE~ FOOT (hi) AND ~ATER 12 12 12 TABLE RDOI.~, ALLOMABLE DEFLE(-,TION OP BTRUOTdAL MEMBERB ALLOI-',~NBLE STRb~]]JAL MEMBER DEFLEE, TION P~FTER¢ HAVIN¢ SLOPE5 8~ATER THAN D/12 MITH NO FINISHED OEILIN¢ ATTACHED TO ~F~R5 L/I~O IN~RIOR ~LL~ AND PARTIOIAN¢ ~1~0 FLOOR5 AND PLAS~EED OEILINB5 L~¢O EX~RI~ ~L¢ HITH PLASTE~ OR ~T~CO PINISH EXTERIO~ ~LL~HINP LOAD5 HlTH B~I~LE L/2~ FINISHE~ FLEXIBLE MASTER ~ATH HADTER oF 9'~" 9'-0" '-5" ; 4'-o" m2'-~" 4'-P' Im'-~" , ', ~EP FOR P~ATION OF N~ UN-EXCAVATED % 4" Po ~e ~ / [ -PROP UN~XGAVATED ............... % CHP~O FILL / I PORCH ~ ~ ~u~ ,~~ ................................ q / ... ~.~..~.~ , .. ~ J ~ I oJ~ ~HPAG~g FILL 2-~2 FD~ P.e. ~LL . I _ ~ ~ .......... ~ ....... ] ,, ~ ~/ , , , , ~ ................................. . ......... ~ L ............. ~--J ~-~,.-I~ T--q~I ~"~ xm2 DEEP P,C, ~TIN¢ Him , ~ 5 ~ ~PEOVIDE ¢"C~BL~KTO~WOMOF i II ¢~ ~J ~J ....... ~ ~ J ~ 5HEILD IN BET~EN SLAB /TO~IN ~ HkimXCAVAT~D t d ~ I~" H.L ~UD eidER ] N ~ R-~ -- m ..... ~ ~, ~: o~m ~E ~T HTH m ~ ~ ~ m m : ~ ?.~ m L~ffa L~Z_~flm ~=:da ~ I 'HAKE~P ~LL", MATe ~IGHT OP ? ] ~~ /z q i I iI I PC'--'-~ ?~ TO ~T EXIST m I ANGER ~LTS M TH BEAR ~ PLA~, Ii ~ ~;~l~ PG P~TI~. t~ll~ Ill OP~IN~ ~ 6~ ~ L .................... ~ ~ ............................ , , ...................... ~.-rz=--7 , _ ~ ~. ,,..=..~ . I , , ~ - ~ ~ ~~,- ~ ........ : __ ~ I ........... ~ ~ ~ ~- ~,~'~ '1 , , , , UN-EXGAVA~D/ I ~ L ~: ~ONT~GTOR !0 4iI ps. ¢~B O~R j N PL~ 5Y5~. EX UN-EXCAVA~D ooMP~P FILL I LmROP P.o. ~ POROH I ,' I~'-1" [ '~",, '-'2" ' . $ . i ~CALE: 1/4"= I'-0" 0 2 4 ~ i~:iTM:= ::~::=i:: i i r~ ~ TM ~ff' ' ' - i: - "~"~"~""'"~"*"~ ~*~ ~*~ ~'~' , 4'~" ,. 12'-2 I/2" ,, 4'-I" ~ d ~ ~ DN I J J -- [ -- ~ISTI~.~T ~1~ BY CODE. 515~R ~ 2XIO ~ON¢ SIDE PATIO A~ ~$ ~ ~EOTON5 I .... O , -- r ....... *' '~ ....... ~ ~; / ~ BATH / PEMO ....... ~ ~ J ~ ~ ~ ¢:¢¢ ~ -- ~ I I ~ ~ I I ~, ~L ~uo~ TO ~ ~P~O~O ~T~ ~ 400 _i_ ~ .I ,~ ~f - -~' -- --~ ~ ~* ' --~---' ..... - -- - ' ' ~1 . ';O ;~, ~ ~] ~ ', ~¢ ~ I .... I ~ I * I I ' F __ / ~ 0 ~ ~ EXIST, - .... ~ ~ OF 2" A5 MEASURED b N41 [ X ~ AN41 / AIN41 ] -/ AN41 I , ~ 2-2XJO H~R, liT ~D2 = ~ ~ [ ~, I ~'-~" ,~-1~/4"xnw~"~ I I ~,~/4 xq /2" :~ ~ DINING ~00~ ~ ~ ~ ~ ' ~ ~/ ~-. ~ ...................... , ........ ~ , . . ~ ~, ~~ -~ ~- ~ ,.~.~o ~ ~.. ~ ~t r7~ ~' - ~ ~. ~ ~ ¢ ~ ~, ~, ~ ~ m~P fOAL ROOF OONSTRUGTION ~~ ,,'J ~ ~ O O "' 1 ~A~lb~ ~oo~ ~ ,, ,,¢,, ~ ~ ~ ¢ - '~'~'~* ": PAGE r~ -7" ____ I ~ :~ ~ : ~ SCAL~: I/4":1'-O" O 2 4 S ~ 5CAL~: I/4"=i'-O" O 2 4 6 ~ ' ~ ~ ' of D'-I I/2"-- 4 ,L,f,2" 4 b,f,2" D'-I I/2" _~" , ~'-I I/2" 4'-0" MIN. ~ -ox ~- ^N~ CLO~F: PLOOR FRAMIN5 CL.  d d -x-~ d BEDRoOH PITC, H MASTER ,, ',l ® h 2-2Xl2 HE)R, UP~ET CL. BATH ~ MA5 1 bl~. j INALL TO BE REMOVEp ~/~ PROPO¢E~!NALL I EXISTIN~ NALL 5MOKE OETEOTO~ (INTERCONN.~C T PER COPE) ® BATHROOM ~ CARBON MONOXOPE I I LiC),, ) [] t,'-.o' ~k~.. ~. DE~CTOR (O~ PER FL~ ~ 2-2X10 ~ ~ 2-2X10 HPR. ~ EXHORT FAN L~ SCALE: I/4' = r'-O' 0 2 4 6 ~EXIgTIN¢ ~A~OE TO BE O0~ER~p TO LIVIN¢ ~ ~,NE) ;",lATER ~HIELP PE 5IPlNS, TERMINATION / FLASHIN¢, ICE ANB MATER 5HEILD 12" UP 51mE HALL T.O..SUBFLOOR BAIN r_-F--T-T- I I I I I I I I C-,ONNECTION AGd~ 2X2. AC~ NAIL LEP,CE 2XIO LE[;~T'~ER LA¢ TO BOX BEA~ b,I/2-~" X ~" LAC¢~, I~," ICE ANP ~TER 5HIELP CONCRETE FO~ATION ~CALE, NT5 ~ ~ ~ L- I SC. ALE: NTS rvzxI- PA®E: 5 oF NOTCH ORFm~TER ~ THAN 50~ OF //w'~ , RI~E ~ION ~' ., HIDE ~TAL Tie ~ ~ TOP PLA~5~ ~ ~ ~IL5 ~OH 51DE ~ BL~KIN~ .. ' ~ (5~E ~FOM TABLE 5/~" MIN. TO E~-- ~ ~ ~02 .~.2 'No~, P~VIDE B~IN~ ~E~ GEILIN~ JOIST AND ~OOP ~.~A I ~.~B FOR ' ~F~ A~ PER~IGULAR TO E~H OT~R. ~ILIN~) ~ ~ AT ~ ~EILIN~ L~ O~ - ,--- --~/¢',~N. FLOOR BRACIN¢ AT END BAY5: ~**o***~p*~ r/ ~..~ ~/ _T**~o.c,,u~¢,~, STUO TO ROOF RIOCE TENSION .,~*..=,..,~. ............ ~.,..**., , / /~ ..... ~.,~.,~.~-,*- ~.~ ~ / _a-~ ~x. / ~.o~, An~ ~*~ZO.T*U ~**T.~.* *~** T~ *0. ~ *~C**~**** RAFTER OONNECTI ON STRAP DETAIL I 5 AT EX~RIOR ~LL ~N~T~TION. ~g HOL~ ~HALb NOT EN 6~g ~T ~Dd ~IL AT 4' 0~. J ~OF F~JN ~DLE TOP P~ 2"x~" BL~K ~ILED TO EACH~/~ x/ /// DIAPH~eH n~ ~u=~,~ ~,k.~ -- -- / ~ / B~G~-lOd ~ / ~ ~,~ ~ ~N~TIONPe~I~ON IO'~IL~ ~ / =~,~,~ p~~n METHOD. ~~~"~m'o A A, r~mO~eEEDETAIL~ON ~. I /1~1 III~UI /IN~/~I~I~ , ~d~:~El~ ~, UPLI~ ~N~TI~ 15 6~0 1114" ~1~ ~ F~ ~ ~ ~t~ ~lq I ~UI~P AT ~CH ~P OF I 5~P. HIN 12' ~1~1~ ~ ~C [NEC~ 5~ ~ AT TOP AN~~ ~ [ ~1~ x I I~'~- ~ ~T5 AT ~' ~ ~E ~o~[m ~ ~llm ~24 ~ A~l~s - ~H ~[ml~ ~ ~H ~J.I T~e 5.1 / ~ A I A II L NOTE. ~EE TABLE ~,~ P~IgEO J ~ST~P TO ~P ONTO . ~ea~l~-~lm ~ TYPICAL F~AMIN¢ AND UPLIFT ~,uNe~.,N~.~woe,,,. , TYPICAL PORCH / gEG~ u=,o=~ ~,~-~4 BELOW. . ~ . ~ - q ~ ~ ~IL AT 12" C.C. ON F~m ~e~, ~ .. ~1 ~ T~ ~1 ~ ALL P~HINCH~BE~ 5~"~l~/~)~e~onB~ebJor~ Ic~o~c~(~R~052.1.1~ · -- BOA~ ~ ~ , l, ~ ~ ~ ~ rlOd NAIL AT F~ ~all b ¢~ o m~ ¢ 6' ~ ~ ~ ~t ~ ~ " ~INP EDIT[O~ / ~ ~ ~ ~ O O (ALL PANE~= , I 5~INJ ~5~ ON ~L ~H[~ - V - ~OP ~T~GT~L PANEL JEFFREY T, B~LEE, . ~ ( ,' AT ~ o ~~ T0 HE~E~ AT PANEL CO.NE TAI INSTALLED IN AOOO~ANCE ~ , m' ~ % o ~ f~R ~ EPCED AND 12" O.O MITH NAILIN¢ ~HEDULE , o NO~, 51HI~R ~MBER5 NOT AT EPlTIO~ / RAP~R¢ AND GEILIN~ ~,J ~ m, A~ ,' / o o ~ % OON~OTIONAT PANELED~E~ ~./ JOISTS OR AP~VED ~ % % bILL WL~/E -~ ~ / ~j ,~ ' F~NDATION ~ / ~ TO RI~ JOIST ~ RIM ~ ] ¢ ~LSAT =,~.~ EXTERIOR CO~NER FRA~IN~ 5EE DRILLI~ A~ / ~/ ~ /~ J ~ ~ J - / ~ ~ _ FOR ~ADER OR / . j , ~ ~EE PRILLIN5 AND ~ET~ T~SE LIMIT~ ~ ~LL ~TGHIN~ P~I~ION~ SEE ~ILLIN~ AND % . .~' ~..- -.. 'C'-..~.. ~ ~ ~.. // ~/~ ~ ~/ ~ % -~ ~ ~ a ..~.~.a ~" ..... '~/' ~'a~'aJ~~~ , Y2JJTH~P ROg ~ ~ g -- ' / o %¢ ',t ', B~AG~TS AT SH~A~ ~AL~ OO~NE~S, ,NO~, e~ ~c~ ~ SILL PLATE TO PIN JOIST NIN~ON AND DOOR OPENINOS: IN~T~LATIO~ AND ~IN JOIST TO STU~ I (FLOO TO FLOOR * FLOOR TO FOUNPATION~ HFOH PORCH COLUNN CONNECTIONS TYPICAL NALL, FLOOR AND ~OOF OONNECTION FIOURE 3.9o ~ 4.9b) TABLE (REBIDENTIAL C~DB DP NEH YORK STATE) HINIMUM UNIFO~HL¥ DISTRII~TED LIVE LOADS fIN POJNDB PER B(~I)ARE FOOT TABLE BTORAgE BY A FIXED BTAIRHA¥ (R.502.3.1) THAN SLEEPINg ROOMB LIVE LOAD I0 I00 200 P---~:30 J .(~ (RESIDENTIAL CODE OF NEH YORK. STATE) ALLOHABLE DEFLECTION OF BTRUCTURAL MEMB, ERB RAFTERS HAVIN8 SLOPES OREATER THAN 3/12 HITH NO FINIBHED CEILIN5 ATTACHED TO F~PTERB ~ PARTITIONB ALLOHABLE DEFLECTI01 L/180 1/240 k/l O HFCM TABLE 2.4 ( ooo FRAm CONSTPJ. JCTION MANUAL) IClCl5 HIgH HIND EDITION ROOF DHEATHIN : k' ALL SHEATHIm ATTACHMENT DIA(SRAivfD REFER TO HFCM TABLE 3.8 (4 FEET HIDE FROM HALL ED~,E OR RIE~':~E NOT INCLUDIN~ OVERHANGS), EDGES /~ FIELD: ~FER TO ~FCM TABLE ~.8 ~FER TO ~GH TABLE ~.~ NFCN TABLE BTle&JCTUR~L HEMBER5 (HOOD FRaIv~ CONSTPJJCTION HANUAL) Iqq5 HIOH HIND EDITION NAILIN¢ 50HEDULE NO. DF NAILB NAIL 3PAClN~ EEMARKB TABLE 2-168 HALL FRAMINg BOTTOM PLATE TO FLOOR JOIST, BAND JOIBT, 4-16D 16D 2-16D PER FOOT JOIET~ I EACH SIDE 24" O.C. O.C. ALON~ EDeE5 PER FOOT 2-8D I ROOF SHEATHINg, 6~TURAL PANELS DIA~ONAL BOARD 5HEATHIN~ I"XC" OR I"x~" (SEE TABLE 9.8) C51LIN¢ SHEATHING IlJx6'' O~ ]"Xl~Il 6P 68 2-80 5TRUOllJRAL PANEL3 I"xC" OR I"xB" FLOOR BHEATHIN~ lOB 2-80 NAILINE, REQUIREMENTS APE BASED ON HALL SHEATHIN~ NAILED 6" O.C. AT THE PANEL EDGE. IF THE HALL SHEATHINg, NAILED 3" O.C. At tHE PANEL EDgE TO OBTAIN hl~hER SHEAR CAPACITIES, NAILINg PEGIUIPEMENTB FOR BTRDCtUP,~L HEMBEP~ BHALL BE P~DLEP, OR ~R~TE ~N~TORS, 5~H AS ~hEa~ PLA~, ~HaLL BE ~EP TO HAINTAIN LOAO PATH. 2MH~ ~LL ~THIN¢ IS GONTI~ O~R GONNEO~O MEHBE~, ~E TABULA~D ~ER OF ~IL5 SHALL PERMI I I~D TO BE ~CED TO I-lCD ~IL PER F~T. NFCN TABLE :3.5A RAF~ CEILIN~ JOIST BPACIb~ (IN) (HOOD ERAHE ~2NETEUCTION HANUAL) Iqq5 HIRSH HIND EDITION ~GEILIN~ ~IET TO TOP PLA~ ~TE~ I ~ ~TION R~I~T5 FAE~ET MILE ~IND 5PLED ~P~ ~LL HEI~T ~TJ ~ER OF 8P OOMMON ~IL~ (TO~AILEP) ~ 8~1~D I~ EACH ~P~ AND/OR OEILI~8 ~IBT TO TOP PLATE CONNECTION 12 8-10 I0 24 I0 4 4 5 5 5 lOB 1~2X NAIL5 3HALL BE PERHITTED TO BE SUBSTITUTED FOR gD 60HHON NAILS. =~H~ ~EILI~ ~I~T~ A~E INSTALLED PA~LEL TO ~PTER~, THE ~H OP THE TO~IL~ IN THE ~P~R ~ ~EILIN~ JOIST ~L E~AL OR EXCEED THE TABULA~D ~HDER OP ~ll5 ~UI~D. ~TO AVOIP 5PLITTINE, ~ HO~ THAN 2 TOE.IL5 ¢HALL BE INSTALLED IN EACH 51DE OF A ~F~R OE CEILI~ JOIST ~H~ PAE~NED TO A 2x4 TOP P~ OR ~ TOE~IL¢ IN EACH SIDE ~N FA~D TO A 2x¢ TOP PLA~. FON TABLE FRAME SPAClN~ (IN) 12 16 Iq ,2 24 (~lOOO FRAME CONSTRUCTION HANUAL) Iqq5 HI¢H HIND EDITIONi UPLIFT BTRAP CONNECTION RE(2UIREMENTS. ROOF TO H~LL, HALL TO MALL, HALL TO FOUNDATION. f;~aDOF SPAN ~T.) 12 2O 24 12 24 12 16 2O 24 2B 12 20 24 FAB~BT MILE HIND BPEED (MPH) NUMBER OF 8D COMMON NAILS IN EACH END OF I-I/4" 20 DACE BTRAP (BEE NO'i'E5 I, * 2). 2 2 2 2 2 B 2 3 4 4 2 3 2 3 3 4 3 4 4 5 4 5 2 B B 4 3 4 4 5 4 5 4 6 5 6 3 4 3 4 4 5 4 6 5 6 5 7 4 4 5 5 4 4 5 T 4 4 5 '7 '7 5 5 '7 4 4 5 5 '7 4 5 5 '7 5 5 1 8 I. TABULATED UPLIFT RE~UIPEMENT5 AeEUME A ROOF/CEILINg DEAD LOAD OF AeEEMBLY P~P LOAD (2~ x I0 PEP). IF A 6EILIN8 A55EHBLY 15 NOT ~EeENT OR IF T~ CEILIN~ A59~LY 15 NOT CON~C~ TO THE ROOF ASSEMBLY, THE TABU~TED MUTER OF ~IL5 5HALL 5HALL ~E FE~ED TO BE ~ED BY I ~lL. 2, FOR ~LL TO ~ AND ~LL TO FOUNDATION OONNECTIONE, THE TA~LA~r) NUMBER OF ~lL5 5HALL BE PERMIm I ED TO BE ~DUOED B~ I ~IL AT EACH END OP THE 5~P FOR ~CH FULL ~ NFCN TABLE :3.4 ~HooD FRAME CONBTRb~TION MANUAL,) lqq5 HIeH ININD EDITION RID~ ~NEION 5T~P CO~EOTION REDIRECT5 ~F~R ~B~M~AR~ OR 5P~D (~ ~MBER OF DD COMMON ~IL5 IN E~H END ~ I-I/4" ~OP PITCH ~OP 5PAN (FT3 20 ~E 5T~P (EEL ~ I, 2, ~ * 4 DELO~ 4 5 ~ 8 to 2 4 ~ 4 5 O 5:12 12 2 2 2 D I~ 2 2 ~ 4 20 2 ~ 4 4 24 5 ~ 4 5 2¢ ~ 4 5 b ~2 4 4 5 ~ B6 4 5 6 U 6:12 12 2 2 2 ~ I~ 2 2 } ~ 20 2 ~ ~ 4 24 ~ 5 4 5 2¢ ~ 4 4 5 ~2 ~ 4 5 ~ ~d2 - 12ll2 12 I 2 2 2 10 2 2 D ~ 20 2 ~ ~ 4 24 2 D 4 4 28 ~ ~ 4 5 ~2 S 4 5 ~ 4 5 O I. TABU~P CONN~TION REGUI~NT¢ A~ BASED ON TOTAL UPLIFT Ml~ 2~ OF THE ROOF AE~MBLY DEAD LOAD x IO 2. N~N THE TABULA~D MUTER OP ~IL~ ~GUI~D IN EAOH ~D OP THE 5T~P 15 E~AL TO I ~ THE P~HIN¢ I¢ A~AOHEP IN AO~RDANOE HITH TABLE ~.1, ~ RIDeR ~T~P ~ ADDITIONAL ~ILIN¢ 15 NOT ~UI~p. ~. ~EN A BLLAR TIE 15 USED IN LIEU OF A RID~ 5T~¢, T~ NUHBE~ OP lOB OOHHON ~IL~ ~UI~D IN EAOH ~D OF ~E COLLAR TIE ~EP NOT E~EED T~ TA~LA~D ~R OF ~P ~IL5 IN a ~EL ~T~P. 4. TA~LATEP OON~CTION ~UI~HENT5 A~ BASED ON A 12" RIPER ¢T~P 5PAOINe, FOR PlFFE~NT RIP~ ~P ~PACIN~, ~LTIPLY THE TA~LA~D VAL~ BY THE APPRO~IA~ ~LTIPLIER BELOH. IP THE ~HBE~ OP NAIL~ IN EACH ~P OF ~CH RI~ 5~P ~CEEP5 ~, SPECIAL OON~GTION HARD~ 15 ~1~. J RIPER ~T~P 5PAOIN¢ (INJ J 12 J I¢J Iq.2 J 24 I 4~ I ~2 I HULTIPLIE~ I.~ I.B~ I.~ 2.00 4.00 8.00 NFC, N TABLE 3.8 51"IEATHIN¢ LOOATIONI I~FTER/TP. g55 ~ACIk~i flNOHE~, 12 4' PERIMETER EDC-~E ZOHE INTERIOR ZONE ~Ioo~D~PHEI~A~_I~.¢'_OI~IS_TRI3~TION MANUAL) lq~5 HIgH H'NQ EPlrlO~ r ~lHIN~ A~AOHHENT ~UI~MENT5 FOR HIND LOAD5 qO I10 I 120 5~L ~EATHIN¢ E F 5 F E F E F ~1~ ~ll ~I~ F~ ~O 60~ NAIL5 (1~, 0.CJ 10 Iq2. 24 12 16, Iq ,2 24 e,tS~LE ENDMALLRAKE~RAKETRLISB BOARD 5HEATHIN¢ B~A~INg BIZE EAF'IEPJ ~ ~1~ (1~5, O,C.) ] IX6 OR Ix8 BHEATHIN~ ~ ~[ 2 IxlO OR LARGER ~EATHIN~ 12-T.2 ~ E - NAIL BPAClN~ AT PANEL ED~EB (IN) P - ~IL ~PACIN~ AT IN~RHEDIA~ ~PPORT~ IN THE PANEL FIELD FOR ROOF ~EATHIN~ ~ITHIN 4 FEET OF THE ~RI~ER ROBE OF THE ROOF, INOLUDIN~ 4 FEET ON EAOH ~IDE OF THE ROOF PEA~, THE 4 FOOT PERIME~R EPeE ZO~ A~AOHMENT ~I~MENT~ 5HALL BE TA~ 12 INCH O.C. ~IL 5PACIN~ AC~ME6 5H~THIN~ A~AOHED TO ~PTE~ ~ F~MIN¢ MEHBER~ HITH ~0.4q. FOR P~MIN~ ~MBER~ ~ITH 0.4~<0.4q, T~ ~IL ~PACIN~ ~HALL BE REDUCED TO TA~ ~ INCH 0.0. ~IL ~PAOIN~ A~HE¢ 5HEA~IN¢ A~AOHE~ TO ~PI~ T~ ~MIN¢ ME~ ~ITH ¢~0.~. FOR F~MIN¢ ~ER5 ~ITH 0.4~0.4~, T~ ~IL ~P~I~ ~HALL BE ~E~UOE~ TO TA~ 4 INCH 0.0. ~IL ~PAOI~ A~ME5 ~HEA~IN~ A~AOHEP TO ~F~ T~ ~MIN~ ME~ MITH ¢~0.~. FOR F~MIN¢ ~MDER~ HITH 0.4~0.4~, T~ ~IL 5PAOI~ ~HALL BE ~PUOEP TO MINIHUM NUMBER OF 8D COMMON NAILB PER SUPPORT 2 2 NFGNI TABLE (HOOD FRAME CONBTRUCTION MANUAL) Iqq5 HICH HIND EDITION MALL SHEATHINg ATTACHMENT REQUIREMENT5 FOR HI~ LOAD5 FAE~ET - MILE ~1~ ~EE~ (~ qo 9c Ilo j 120 S~L 5HEATHIN¢ OR PANEL ~IOlN~' 5HEATHIN~ LOCATION,' ZONE INTERIOR ZONE BTdD SPAClN~ ONCHEB~ O.C) 12 24 12 16 24 ~4XII'~H NAIL 5PACIk~ FOR 68 ~mON ~'US (l~H~, O.CJ 6 I 12 lS I o I 2 ] 6 I z 6 12 6 IZ 6 IZ 6 6 O 12 ~O m2l O 12 6 2 ~ARP 5HEATHINe OR LAP 51DIN~ NFGN TABLE 3.qA reMOTE: THIS PARTIAL CHART lB INTERPOLATED FROM HFOM TABLE SHEATHINg Bl~ S~D SFAClN¢ (INCHES, 0.03 MINIMUM NUMB~ OF 8D COMMON NAILO PER ~PPORT Ix6 OR Ix8 .~HEATHINg 12-24- 2 2 2 IxlO OR LARGER SHEATHINg 12-24 E - ~IL 5PAOI~ AT PANEL ED~E5 (INJ ~ - ~IL 5PA~IN~ AT IN~HEDIA~ ~PPO~T5 IN ~E PANEL FIELD (INJ FOR ~LL 5~ATHI~ hi'iN 4 FEEt OF ThE ~, U55P. TA~D 12 INCH O,G. ~IL 5PACIN~ A5~5 5HEATHIN~ A~ACHED TO 5~g P~HINe ~BEE5 HITH ~0.~. FOR F~Hl~ HEHBER5 HITH 0.4~<0.~, THE ~IL 5PACIN~5 5HALL NAILS. JOIST H~L JOINT CON~CTION ~UIRENENT5 FOR 45 PBF ~ND 5~H LOAD RAFTER BLOPE 5:12 RAFTER SPACI~ q:12 12 Iq.2 24 12 Iq~ 24 12 16 Iq.2 24 12 Iq.2 24 30 PEP 50 PEF 36'BPAN PE~UIPED NUMBER OF lCD COMMON OR ~D ~X NAILS PER HEEL JOINT CONNECTION. 12 IT II 14 12 4 5 4 5 II q 14 II 12 I0 4 ~ -- -- 22 2T -- I'7 2O I0 14 q 14 I0 12 q II q NAILIN~ REGDIPEi-'F=NT5 BHALL BE PERMITTED TO BE REDb~,,ED 25~ IF NAILB APE CLINCHED, 2HEEL JOINT CONNECTIONS APE NOT f~EG~JIPED HHEN THE RIDGE IS 5UPPOR"r~D BY a LOAD BEARIN¢ ~LL, HEADER O~ RID~ BLAH DE~IBNED TO ~IST THE APPLIED LOADS. aHH~ I~R~PlA~ ~PPORT OF THE ~F~ 15 P~VIPEP BY VERTICAL STRUT5 OR ~IN5 TO A LOAP ~ARIN¢ ~LL, THE TA~LA~D HEEL JOINT COMMOTION RE~IR~NT5 5H~L BE ~RMITTED TO ~ ~D~ED P~PORTIO~LLT TO THE ~OTION IN 5PAN. 4E~UIVALENT OONNEOTION5 A~ RE~IREP F¢ OEILI~ JOIST5 TO OEILI~ JOIST ~P SPLICES, TA~D HE~ JOINT CONNECTION ~IREMENT5 DO NOT INCLUDE THE ADDITIO~ ~IBHT O~ THE GEILINO A~EMDL~. TA~D HEEL ~INT CONNECTION ~E~UI~EH~T5 A~UME CEILIN¢ ~15T5 OR ~FTER TIB ARE AT THE BO~OM OF THE A~lO 5PACE. H~N OEILIN¢ JOIET¢ ~ ~P~R TIE5 A~ LOCATED HIBHER IN THE A~lO 5PACE, NO A~lO 5fO~ ASSUMED, AND THE TA~LA~D HEEL JOINT ~NNECTION ~UI~ENT5 5HALL BE ING~EED BT THE FOLLOHIN~ FACTORS: HEEL JOINT CONNECTION ADJU3TMENT FACTORS CEILIN~ HEIGHT/ ~OF RID~ HEIC~H7 I/2 I/~ I/4 I/5 I/~ I/I0 2 1.33 1.25 1.2 I,II ~IND ~ROUNP SPEED EXPOf:~RE 5NOH LOAD (HPH) r. ATA~OR¥ SEISMIC C.,ATA~O~¥ J"~ATH;RIN~ C BEVERE 45 ps? 120 B 5L,'DJEOT TO OAHASE FROH ININ'T~R FROST LINE DEBI~N DEPTH TERHIT DEC, AT 'El, dp DC" II IOE OHIELD UFOEt~J-AYPIT. FLOOD P-E~UIRED HAZARDD 'dEB FIRN I, tALL BHEATHING SUCTION LOAD INTERIOR ZONE = ~LA55. 5.F.D. HEIGHT FIF~ AREA h4AIN HOUDE, lh"pE OF IBT FLOOR = I~D2 5GLFT. '~ND FLOOR = &~'D 5&FT. TYPE V L 60VEREO ENTRY: TABLE R~21,5 HINIHIJp ROOF LIVE LOAPB IN POUNDB-FORC,,E PER .~UA~ POOT OF HORIZONTAL PROJECTION EA IN ~UA~ 0 TO 201 TO ROOF SLOPE 200 ~00 ~00 ~LAT OR RISE L~5 THAN 4 INCHES PER hS) 20 16 IRI~E 4 INC~5 PER FOOT (h~) TO LES¢ THAN 12 I~HE5 PER FOOT (hi) I~ 14 12 RISE 12 INCHES PER =OOT (hi) A~ ~REA~R 12 12 TABLE ALLONABLE DEFLEOTION OF t 5TEUbTOAL HEHBER5 5T~AL HEHBER A~O~BLE D~LEOTION ~PTER5 HAVIN~ 5LOPE5 D~A~R THAN ~/12 HITH NO FINISHED C,DLIN¢ ATT~HEP TO ~TER5 L/I~ IN~RIO~ ~LL5 AND PARTIGIAN~ ~1~0 FLOOR5 AND PLASTERED OEILIN¢5 FINI~E¢ EX~RIOR ~LL~HIND LOAD5 HITH PLEXBLE PINIDHE~ TABLE P30L4 HINIP~M UNIFORMLY DIGTRIDUTED LOAD5 (I:~F) t)3E LIVE LOAD EXTERIOR BALCONIES PADSEI'r:'."ER' VEHICLE ~A~SE~ a~lG5 HIT~UT 5TO~eE I0 A~IC~ NITH CTO~¢E 20 ~OOH50THE~ THAN 5LEEPI~ SCALE: I/4"= I '-0" 0 2 4 BTAIR5 C--IJARDF~A L5 AND HANDRAILS SCALE: I/4 =1'-0' 0 2 4 b WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OFI~.O MPH 3-SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY ~ FOR PANEL SPANS: 0 < 4'0 WIDE SP),N #1 O TEE NUTS A~TT~A~.CHED TO BLDG. wi # (x -/2 (w/W.~.SHBS) 4O 2OO (2T'ff DJN~ No. I. I 2. 2 4, 4 5. 5 ELEVATION5 - FRONT, BIDE ELEVATION5 - REAP~ 51DE FOUNDATION PLAN DETAIL SHEET I ~ETAL SHEET 2 ? © L 5HI~LE RIDGE CAP ~E ~ ....~ ' ' ' ' ' I __ ~ IN~.ON ' ''' ~ .... T.O.~o~,~o~ .~ ~ . ~ &'~T~t~=~°-~ ~ '~ ........ FOOTINg. _ _ p ~m PIER ~ ~ A~HO~D TO P~TIN~. ~ ~. EXISTIN~ ~ I ~ SCALE: I/~"= I'-0" 0 ~ 4 .e. ?~ ~r~,'n~ ~,~o:~2. r-,:~ ~l~.u~ ~ c,o,~. J [ } J EXJSTIN~ FOUNDATION AND / 4'-o" ,z-~" ~,_~,, .'~" ~ ..... ~P ~R FO~OATION ~ ~ UN-EXGAVA~D J J ~ 4 P;. ~B ~ / I -P~P UN-EXGAVA~P ....... ~ ~ - ' , ' ~ ~ ...................... ] / ~' ~. ~ ~ ~ ~ I ~ I i_~ ~HPAG~O PILL 21--~il ~0~ P.e. ~L ~ v v ~11 ~ ......... 7 ........ ] II ~ - ~ / AS ~1~ B~ j ~ j ~ ~ ~ · ~ ~;__~ ................................... j~ . o~ ~ ~ ,, ~ ,, ....... ~ [ ...................... X__] ~___I~ ' -~ I . ~ ~ ' -' ~HOR~L~hlTH~ARINO~. / II ~UI~IZ~' / ~1 Ii ~ATfi2~u~. F;~ ~=-- ..... ~ ........................ ~Z2~-~2~-272 ,~ -'~ ~,~?~,o,~ ~1~ I~ ' ~ ............................................................................ ~ ~ ~ , ... , , ........... ,,, ~}l ,~~~.:~,~,,. :~ ~ ......................... ~_., ,, ,~-~"__, elROE~P~ ~TION ii J Iii I~ oo~n ~ ~?~/ J ~EILO INB~ENS~ . ____ /TO~IN - ~ , --- -~-[~- -~-~>~----~ I~'. ~ 31:$?,, ,~ ~. ~-- .o , , J UNEXCAVA~D ~ ~ :1 J ~ q i/~ ~L. FLUS~ ~1~ ?~ j ~ISTIN~ KITG~ ~I~HT J' ~1~ R~"~J ~ i ~ J I J '~P ~LI' ~TbH ~T OF r~ I ~ / Jl I1[ -I ~ I I II , ~ ........................ -~- .................. ~ I F~~z~m-~; i ~ ~ ~-, ,~. ~,-~. ir~" ~ ~ - ~ ~ ~ PA®E: 3 A 0'l'~ AND RAIl 14'-0" , ~" 7~:_:_~0 "~ .4'~" ,2'-2 ,/=" 4'-I" , g ¢ ~ ~. I I I I I I I - r'- ~,~T,m. I ~ ~ · / / A~ ...... GDRI~ HITH ~ITE ~RIO~ ~L O~R 0~[0~ ~ '" / i .i ~ ~ ~ (~ILL5 IN~RIOR 60LO~ ~ ~G) ~ALL .... · ~,, ~ ~~= ~_= ~ .... ~ "~;"~ I I I ~ I ~ ~ I - ~ , .~ 2, 'F~ · .- ~' ¢/ L-,,¢~, ~ ~_. U¢--~---- u~=-~x~° "'~:' 2-=x~e.~. ,~< z-~ .q ~%,1 - . : u .... ; ........ m / ~ ID'-IO I/2" I ~ ~ % / I~ ~ ~ ,- ',l ~ ~ J~ & ~ -- ~ ~c/~ J z ~ (INTE~NN~GTPERGODE) ~ a ~ I ~ -- ~ . ----& .... I ~ L__m~ ~~ I/D- 3/4 X ~/8 m J O ,Z ~ '4X4POST~ ~ ~ ~ ~ ~ TTCF~A~ON ~ i EXICTIN~A~, 50~$F E ii~i M.L. HO~. ~ p ~ ~ ~ X. ~ : I , ,, - ~ - ~ ~ ~ % p /~. ~/line ~klm %A , ~/ P~POSED APOITION, 212 m ,-- -- ~ ................ ¢----~p~ ~ ~ ( ~ ~, 2'-I' ~ ~ I %% / /~ ~l~. ~ N~ - % I-- TOTAL, 1&~9 m m, 4~" % 4~ .... ¢~-~l , 4,V2" ~ V2" ~ ~ ~ m~ aa~ ~'J~U[)/ ~ I %~m~'x~m~" ~ 5EOOND FLOOR EXISTINO, D~5 FAMILY ROOH ~ ,, ', ', ~, ,, O= 080 6 I ~ ~ ~-- ~ -- T*,~L. ~ f ~ ....... ¢ i _---] ~ ~llll~ I/4"=1'-O" 0 2 4 8 ~ SCALE: I/4"=1'-O" O 2 4 , 4'-0" · ~'-I 1/2" , 4 ~, 2" 4 ~ ~" · D'-I ID" , 4'-0" 4'"'~," · 4"~" 4'-~'' . 4'-~" ,,,,, ,,,, ~ ~ ~ _ . ~ , -,, . ~ ~ ~ 2-2x~o H~. ............................... I~ dl *~o~r~T.~ I' ~I . ' ~ i',,,. ,.~,, ~ ~ :_ ~ISTIN~ RI~ ~ II I ~ . ~ I. ~L HINDO~ TO BE ~PLACED , , ~LOH ~ I I ~ II . I ~ I F~O I I ~ I I = /~RI~5, IN~RIOR ~LOR, ~RD~ ~26 I , ~ ~, , $~ ~ ,, ~ ~ r-~ ~, MASTER "~ x~ .. __. ,__, -,... ~ / , .- .... ~ .... . ,, ~ ~ ~ [ EXISTIN~ .~..__~ ~..~ ....... ~15T1~5 CHIH~T ~ PROPOSED ~LL ~ , e ~ m ~ R .................... ~ ~--]'~r~'--~'--]~-'--]-~ ........... ~ .... C,--- 4'-o" ~ I ~ ~v ~ SMOKE , ,, c . ~ND OL~ ~ (IN~ROON~OT PER CODE) ' [ BEDROOH e ~ ~ MASTE~ - ~ ~ I1'-I0" _ __ ~ ~ ~ EXHAUeT PAN P~I~ ~LL ~, 5'-0" , ~ FIRST PLOOR EXISTINg, ___ PROPOSED ADDITION, 212 ~.F. ~ SCALE: I/4"= i,_O,, O 2 4 ¢ 5pACE. q ~~L F~HmNO I I I I I ',~',~ ~. II I ~. ~',~ , III / ~RHINATION / FLASHI~, ~ ~ III / ~ i~E AND ~R 5HEILD 12" ~IU~ ~ ~ , 4 . ~o ~.~m~cu~ ~ ~,~7~,~ PA~E: ¢ EXTERIOR OR NOTCH ~ ~ ~/ THAN 5~O~ //~ TH5 PLA~ HIPTH~ ~ ~/ END~ * 12" ~o~,~ ~ ~-~ /~' .... ~ ~ /~ ~.4~o~,u~. ~ ~ ~1~ eA~ (O.O54 ~ AND I.~ ~ ~ ' ~ , THE NOTCH NITH ~--16d ~ ! ~ TOP PLA~5-- ~ ~IL~ ~H 51DE / I . (~EE HPG~ TABLE ~1 I~, P~VI~E ~Cl~ HHE~ CEILl~ JOIST AN~ ~OP ~.~A ~ ~.~B FOR ~ ~ AT GA~ED~L '1 ~IST HA~ER ~UI~D/ RIDGE TENSION XOTO.~S ~U .OT ~'/U ! ~o~. ~X~.O~ ~// / ~2-,0~ ~,~S / ~~~"~ TO ~ ~OC~O RAFTER GONNECTI ON LOCA~ IN ~I~L~ ON~-THI~ / -- ~ . ~ ~N~' ONL~,~U I~ ~ // ~ ~ / ~L. ~ T~ AT ~T.~IO~ ~LL OON~T~TIO.. ~UI~O ~0~ ~H~A~ DT~AP DETAIL OF STUD L~GTH . /// ~LE I5 D~TNE~ ~ A~ i~/ / / /~ / / / ~LL ~HPLIA~E. No~, EXT. B~RIN~ ONLY, ~ ~TE. UDE G~ION ~P~L~GHALLNOT~ ~. ~/ ~-~0~ / ~ / / // / / A~AI~T ~ ~ILIN~ PE~H, TH~ 5TUg ~T NOTCHING AND DOREP HOLZ LIMITATIONS %~ ~/~lO-~d~ -~ILSBASEPON ~mN-DEA~IN~ HALLS~ ~02.~(I) ~(2). 5d~t'~~~~ /~ :~~ All ~ I~ D ~ P~ ~ ~2 ~ ~ F~ ~, F~MIN~ DOUBLE TOP P~TE~ De~ At~ ~15 2-~4 ~A sill HI~ ~1~ sh~ld ~ sill ~al t"/~ ,,F ,~ ~ ~~ ~ / ~'" -'W- ON eABLE FACE AND ON ~L ~LOH Uqh[~V.$11~c~ ~ .__[~ r~ ,~ ~. 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All Fo~I~ ~ ~ ~[~. ~ ~Is~ ~ll (~ p.~.L a,~. --~'~ 11 ~ ~ ~ _~ // ~ ~'~ /' ~ ' ~"~ ~ .',~ ...... / ~ ~ ~ P~no~onFroz~f~z~r PI~P~I F ~ ~ ~ / I~T~TION ~X~TM / ~lgl~ 5CHEDU~ / ~oQ ~IL A1 ~ ~ ~111 ~11 ~[ ~ p~d ~ ~ Nail mtll ~ ~ll ~ ~ff~[ ~e~ a~ ~ ~ ' ~ ~ ~ ] / ~ / (TABLED.I,~FMHICF / fl 24"0.0. ' ~ 51~ ~ ,, . ~ t , ~ ~ ~ AT ~ ~ o ~ .... ON ~L P~MIN~ v LHOOD 5T~L PANEL , j ~ o % I /~ TO HEH~R5 AT ~NEL ~ NSTALLED N A¢O~A~E . / ~ ~ ~ - o i ~ T~AR EDGE5 AND 12 O.O HITH NAILIN~ 5GHEDULE TO RM JOIST a ~lM ..o I' ~,L~AT /EXTER OR CORNER FRAH Nee A// ~ / ~ ~ ~ / / ~' O~BLE 2X MIN ~ ~ PLO0~ ~IST- BE CUT OR NOTO~O HFOM ~CTION ~,4.1.1.1 4%, ---- ~ .~ % / '~ ~ % ~ *~:~.~ :;I III ,~/ (14}.DS~X~~ ~_~ * ~I ~ I I iiI JOIST E~S TO BE ' - ' ' ' %FOR BL~K~' ' ' ' ¢ f ACCORDANCE / / $ ~ . N ~ ~' ~ ~ . ] ~ / ~/ ~ ~ ~ ~I I ~ . ~$ J ~ A~ . ~ ~ ~l~ ~ ~~ ~ ~N~ [ ~ ITOp p~/ BAND JOISt AND BRID~IN~ ~5~INT a~ ~ %' '''.. .~-...'-. ~ ~ ~'. // ~ // ;~'. /N ~ ~-'~'~'~ ~'. ,~ ' ...... 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I~I~ ~1.1~1 HALL TO FOUNPATION ~ CONNECTION MINIMUM ~I~TAN~E ~HA~T ~0~ ~l~O~ F~MIN~ IN~ME~IATE ~ILL PLATE TO RIM JOI~T HIW~OH AM~ POOR OPEHIH~ IN~T~LATION B~RINeHALL ANP RIM JOIST TO STUP (FLOOR TO FLOOR ~ FLOOR TO FOUNPATION~ HFCH PO~H COLUMN CONNECTIONSTYPICAL HALL,FLOOR AND ROOF FRA~IN~ CONNECTION HeU~E ~.~a ~ 4.~b) ~ ~ OR FLOO~ HEADE~ j ~3UII~ DOTTOH I~:;~OF .SHEATNIN~ A"FFACHMENT P4E~UIRL~MENTB FOR HIND LC)ADB RAFTER/GEl/INS' JOl~T TO TOP PLATE lATERAl. I 5HEAR CONNEOTION REdJI~IREt4ENT~, FABllEST MILE HIND SPEED ('MPN) FAS'T'I=~T - MILE HIND BPEED (MPH) p~kFTER/CEILIN~ JOIST k4ALL HEIGHT (PT) R 0 REd;tUII;~D IN EACH RAFTER AND/ OR CEILIN4~ JOIST STRt.~TdRAL SHEATHING ~pACING (IN.) TO TOP pLATEl TCONNECTION E E E F E F I,~1"~lO 8 ¢,-I0 =~ ~ I ~ ,4-~s 4., E44EATHIN~ PERIMETER LO~ATIONIEDGE ZONE RAFTEP. V TRU~ SPAGIJ'~iql8'i2,20NG,~, O.GJ I~ (~ 8' HAXINUH__ el2'12' MIL I-: F~A(.,II~ 8'8' - ~ 8,12~ 21 _ ~'D (.,OMMON ~ ~'~' I NAIL5 ~'2' 8' (INGHES,~ ~' 60.GJ 24 I0 ~ 5 5 12 ~ I2 6 12 6 I 12 6 TABLE ( S OENT,^LOODEOF H 'OR"STA ", '= MINIMUM ~IFO~LY PI~I~D LIVE LOAD5 (IN P~N~ PER ~UARE P~T) j I0~ ~X ~IL9 5HALL DE ~lT~P TO BE ~B~TI~P FOR ~P OOMHON ~ILg. IN~RIOR ZO~ iq,2 6 12 ~ I~ 6 12' U~E LI~ LOag ~ ~H~ o~ILIN~ ~l~t~ A~ I~TALLEP PA~LEL TO ~FTER~, ThE ~H O~ THE TOENAILS IN ThE ~P~ ~ GEILIN~ 2~ ~ I~ ~ I~ ~ ~ ~EC~ ~0 ~ TO AVOID ~PLI~IN~, NO MORE THAN 2 TO~IL~ ~L B~ IN~TALLE~ IN ~A~h ~I~ O~ A ~ O~ G~ILI~ JOl~T 6ABLE ~N~LL ~ ~ ~ T~ ~ ~ ~ ~ PAeS~eER VEHICLE SAreE5 I0 HHEN F~NEP TO A 2x~ TOP PLA~ OR ~ TO~IE~ IN ~CH 51DE ~N FA~P TO A 2x~ TOP PLA~. ~A~P 5HEATHiN~ A~I6~ ~ITHOUT ~oo.s om~ ~H~N S~.~,N~ .O0.S 40TABLE 360N~GTION(~D P~ME~i~NTS.CONS~GTIONRooFHA~TO ~.lq~5 HI~H~LL~INDTo ~L,EDITION'~LUPLIFTTo FOUNDATION.ST~P ixS 5~ATHIN5oR Ix8 ~EATHIN~SIZE ~P~ ~55P~1~12_i~ (IN6~5' 0,6) MINI~H2 NO~ER~OF 8D CO~ON2~IL5 PER ~PPO~T 5LEEPIN~ ROOH5 STAIRS I00 PAS~ST MILE HIND IxlO OR ~ER ~THIN~ 12-1Q~ ~~ ~ 5UARO~IL5 ~ HAND. ILS 200~ePEEg ~P~T E - NAIL ~ACI~ AT PA~L EDGES (INJ ~ IlO [ 120 F - NAIL 5Pa~IN~ AT IN~MEDIA~ ~ORT~ IN THE PANEL FIELD (INJ TA~L~ ~l .~ (~I~NTIAL ~OD~ OP ~ YO~ ~TA~ NUHB~ Of ~ ~OHHON ~IL~ IN ~AGH E~ OP I-I/~" FO~ ~f ~HEA~i~ ~i~iN 4 PEET O~ ~E ~IHE~ ~E OP THE ~OF~ IN~LU~IN~ 4 ~EET ON ~A~H ~IDE OP THE AL~BLE ~LE~TION OP ~T~G~L ME~E~ p~ME ~PACIN~ (INJ ~00~ ~PAN ~.) 2o ~A~ ~T~P (~EE NO~ I, ~ ~). ' ROOF ~A~, THE 4 FOOT PERIME~R E~E ZO~ A~A~HHENT ~UI~M~T~ ~LL ~E U~Eg. ~LO~BLE ' TADULA~D I=,INCH O.C, ~IL 5PACINe AS~ 5H~THINe A~ACH~O TO ~FTE~ ~ ~MIN~ M~ HITH I¢ 2 2 ~ 4 ¢~0.4~. FOR P~HI~ MEMBERS MITH 0.4~e<O.~, THE ~IL 5P~IN¢5 5HALL BE REDUCED TO 8 I~HE50.O. ~P~R5 HAVIN¢ SLOP~ ¢~R THAN D/12 Ml~ NO ~1~0 20 2 ~ ~ 4 ' TA~ ~ INCH O.O. ~IL ~PAOIN~ ASSU~ 5HEATHIN¢ A~AOHEO TO ~FTE~ T~55 F~HIN¢ MEHB~R5 ~lTH PINIS~O OEILIN¢ A~ACHED TO IN~RIOR ~LL5 ~ PARTITION5 H/lDO 12 24 2 5 4 5 8~0.~, FOR F~HIN5 HEHDER5 HiTH 0.4~0.4q, THE ~IL 5PAOIN¢5 5HALL BE R~PUOEP TO 4 INOHE50.O. PL~R5 ~ PLASTERS OEILIN¢5 L~O 2¢ ~ B 4 5 ' TA~LA~D 4 INCH O.O. ~IL 5P~IN¢ A55UM~ 5HEATHINe A~ACHEP TO ~F~ T~55 F~MIN¢ ME~ER5 MITH ALL OTHER STRUdeL ME~ER5 U240 D2 D 4 5 8 8~0.4q. FOR F~HI~ ~ER5 ~lTH 0.42~8<0.~, THE ~IL 5P~IN~ 5HALL BE REDUCED TO D INOHE5 E~ERIOR ~LL5 HITH P~TER ~ ¢~000 FINISH H~O ~ ~ 4 5 EX~IOR ~LL5 - MINg LOAPS MITH BRIT~E FINIS~S ~240 E~ERIO" ~LLS - HIND LOADS HITH FL~IBLE FINI~S U120 12 2 B ~ 4 4 HFCH TABLE ooo ~NS~TION HANUAL) I~ Hie HIND EDITION ~L ~THl~ A~AOHHENT ~UI~H~T5 FOR HIND LOAO5 4 (~OP P~ CON'TACT ON MANUAL) Iq~5 High ~1~ EDITION I~ B 4 5 ~ FA~TE~T - HILE HIND SPEED ~PCM TABLE 2.4 .oo~ SHEATHINe ~ ~LL SHEATHi~ A~AOHHENT OlA~ 28 5 4 ~ ~ 4 5 ~ ~ ~0 O~ I10 J 120 I~ ~ 4 4 GONNEG~O TO THE ~OP A~E~L~, THE TA~O NUMAR ~ ~IL5 ~ALL BE INOR~DEO ~Y I ~IL AT EACH ~ ¢ F - NAIL SPAGINO AT INT~EOlA~ ~ORT¢ IN THE PANEL FIELD (INJ THE GT~P. FOR EAOH ~ PEP INO~ASE IN ~ ~OF/OEILI~ DEAD LOAD, THE TA~TEO ~HBER OF ~IL5 , poe ~LL ¢HEATHIN¢ HITHIN 4 FEET OP THE OORNERG, THE 4 PEET E~E ZO~ A~AOHH~T ~I~HENT5 5HALL 5HALL BE PEril ~bO TO BE ~O~ED BY I ~IL, USED. 2. Fo~ ~LL TO ~L AND ~L TO POU~ATION OONNEOTION~, THE TA~TE~ ~HBER OF ~IL5 DHALL BE PEEHh ~ · TA~p 12 INCH O,O. ~IL ~AOIN~ AS~UHED 5H~THIN¢ A~AOHED TO 5~P F~HIN¢ HEHBE~G Hl~ ~0.~. FOR F~Hl~ HEHBERD ~lTH O.4~G<O.4q, ~E NAIL ~PACING~ DHA~ BE ~OUCEO TO & INCHED ' FOR E~RIOR PANEL SlPlNe, ,eALVANIZEO ~x ~IL5 5HALL BE PERHI~ED TO BE ~Tl~P FOR COHHON TABLE I~ILIND(HOOD P~HE~HE~LE~NDT~CTION HA~ IqqD HleH Hl~ EDITION I TO 8E ~PUOEP BT I ~IL AT D~H E~ OP THE 5T~P FOR EAOH FULL ~LL A~E. ~ILD. (HOOD P~HE CONST~OTON HANUAL) Iq~ Hl~ HIND EDITION TABLE D ~ ooNS~CT~O, HA~AL) 2001 HIGH HIND EDITION. ~F~CEILIND DTR~L HE~DR5 I NO. OF ~IL5 ~ ~IL 5P~INe I ~HAR~DI TABLE D.4~,o~ TENSION 5T~P CONNEOTION ~gl EHENTS -" ~'ST ~EL ~INT CON~OTION ~IREHENTD FOR 45 ~ ~OUNO 5NO~ LOAD ~P FRAHIN6 ~NO~ THIS PAETIAL OHA~T IS ~P~R TO TOP PLATE (TOE-NAILED) (SEE TABLE D.DA) D PER ~P~R ~ % ~OUNO ~ LOAD CEILI~ JOIST TO TOP PLA~ (TOE-NAILED) (~ TABLE ~.~A) B PER ~F~R RIDOE INTE~POLA~ FROH ~OH TAD~L~ DBILIN¢ JOIST TO PARALLEL ~F~ (TOE-~ILEP) (CEE TAB~ ~.q~ 4 EACH ~P ~2001MPOM~j ~F~ ~I~¢E BOARD OR 5PEEP (HP~ B.~A FOR THE V~E~ ~egl~P BT CEILIN¢ JOIST LAP~ OVER PARTITION (FAOE-~I~) (SEE TABLE ~.~A} 4 ~OH LAP ~J2~l ~HI~ RIOBE B~H THIS PROJ~T. ~0 ~P ~0 PSF 50LLAR TIE TO ~F~R ~AOE-NAILEB) (~EE TABLE ~.4) 4 PER TIE ~ [10 J 120 ~' BLOCKIN~ TO ~F~R (TOE-~ILED) 2-8P EACH END glH ~ARD TO ~FTE~ ~ND-~ILED) 2-18P EACH END NU~ER OF ~P ~HHON ~IL¢ IN EAOH END OF I-I/4" ROOF PITCH ROOF 5PAN ~t.) 20 ~A~ ¢T~P (SEE NO~5 I, 2, ~ ~ 4 DELO~ ~F~R 5LOPE ~P~R 5PAOIN¢ ~E~I~P ~HBER oF I~P GOHHON OR 40P ~x ~IL~ PER HEEL ~lHT ~LL F~HIN~ (lNg CON~OTION. ~. TOP PLA~ TO TOP PLACE ~ACE-~ILED) 2-1~pl PER FOOT 12 2 B I 4 ~ / ~ ~ 12 le ~op p~ AT IN~E~TION~ (FAGE-~ILEOJ 4-1bD JOl~T~4,T EACH ~IOE ~~ I~ 5 ~ ~ ~OP O~ BO~O~ PLA~ TO 5TUg ~-NAILEO) 2-1¢P PER 2x4 ~TUO 5 g ~ ~ ~ - ~OH P~ TO FLOOR ~lST, BAND ~lgT, 2-1~0I¢ PER FOOT~ ~ 6 ¢ ~ N~ 4,12 lq.2 ¢ ~ ~~ ~ 20 FLOOR F~HI~ I~ 2 ~ 4 JOIST TO 5ILL. TOP P~ OR ¢I~ER (TOE-NAILEO> 4-SD PER ~l~T ~~ ~ 5 5 16 ~ 12 14 8L¢~IN¢ TO JOIST (TOE-~ILEO) 2-8D ~CH END % 5 ~ 1 24 14 I¢ 20 ~L~IN~ TO ~ILL O~ TO~ ~L*~ ~TO~-nAIL~ ~-'~ ~OH BLOCK ~2 4 ~ ~ 8 ,~12 8~ I,~ 12 BAND JOl~T TO ~lST ~O-~ILEDJ ~-I~P ~R ~l~T 5,12 12 2 2 2 ~ Iq~ ~ 12 14 BANO JOIST TO SILL OR TOP PLATE (TOE-~IL~O~ 2-1~0~ PER FOOT 18 2 2 ~ 4 24 12 18 ~OOF 5HEATHIN¢ 24 ~ ~ 4 5 18 ~ ~ ~ IO I~ 5 ~ OEILI~ 5HEATHIN¢ ~, 12 12 2 2 2 ~ q,12 1~.2 ~ D 16 2 2 ~ ~ 24 8 I0 II ~L 5H~THIN6 28 ~ 4 4 5 12,12 4E~UIVALENT CO~ECTION5 A~ ~GUIRED FOR GEILIN¢ dOl¢T5 TO ~EILIN¢ JOIST LAP 5PLIGE~. ~ ~ 4 5 ~ ~ TA~LA~P HEEL ¢OINT CONNECTION ~UIREMENT9 PO NOT INOL~E THE APDITIO~L ~EICHT OP ~E OEILIN¢ FLOO~ ~HEATHIN¢ ~ ~ILIN¢ ~UIRE~NT5 A~ DAOEO OH ~LL 5~ATHl~ ~ILEO 8" 0,6. AT THE PANEL EPEE. IP THE ~LL 5H~THIN¢ 15 4. T~ATED OON~OTION ~l~M~Te A~ BASED ON A 12" RIOOE ST~P SP~IN¢, FOR DIFFERENT RIOOE ST~P I/2' 2 I~ 1,25 PERHI~ ~bO TO ~ REDUCED TO I-lCD ~IL ~R F~T, j HULTIOLIER . 0 3 ~ 2.¢ 4,¢ 8.00 1/10 (HOOD FRAME CONSTRUCT ON MANUAL) Iq~l~ HIC~FI HIND EDITION P, tFC TABLE D.4 RIDF:~ TENSION 5TRAP CONNECTION ~UI EH~NTS ROOF PITCH ROOF 5PAN ~t.) 20 ea~ ST~P (SEE NO~S I, 2, ~ ~ 4 DELO~ 2 2 18 2 2 ~ 4 24 ~ ~ 4 ~ 6d2 12 2 2 2 ~ 24 ~ ~ 4 ~ 24 2 ~ 4 4 X IO ~. NHEN A COLLAR TIE I~ ~EO IN LI~ OP A RIDCE ~T~P, THE NgMDER OP lCD COMMON ~ILS ~l~O IN ~CH E~ O~ SPAVINed, MULTIPLY THE TA~LA~D V~UE5 BY THE APP~P~IA~ ~LTIPLI~ DELO~. IF THE ~MBE~ OP HAIL~ IN EACH MULTIPLIER i