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HomeMy WebLinkAbout43420-Z rz�c,1. ��o�p UFFaI,�oy Town of Southold 9/15/2019 P.O.Box 1179 a' T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40695 Date: 9/16/2019 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 475 Pinewood Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-3-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/17/2019 pursuant to which Building Permit No. 43420 dated 1/24/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations to an existing single family dwelling as applied for. The certificate is issued to P'Simer, Christine&Cooper,Clare of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43420 7/9/2019 PLUMBERS CERTIFICATION DATED 8/16/2019 eo e Fredrlpkf 9 Au o e Signature TOWN OF SOUTHOLD h�o� aay BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43420 Date: 1/24/2019 Permission is hereby granted to: P'Simer, Christine 475 Pinewood Rd Cutchogue, NY 11935 To: alterations-to an existing single family dwelling as applied for. At premises located at: 475 Pinewood Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-3-5 Pursuant to application dated 1/17/2019 and approved by the Building Inspector. To expire on 7/25/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $208.00 CO -ALTERA O DWELLING $50.00 Total: $258.00 Building Inspector i Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features, 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: OlddoorPre-existing Building: (check/one) r Location of Property: Iouse No. Street Hamlet Owner or Owners of Property: C,� � as 644t Suffolk County Tax Map No 1000, Section 111-2 Block Lot , Subdivision ^� Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (c one) Fee Submitted: $ � (,��pplSignature �J/✓ rjv so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® roqer.rich erta-town.south old.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To, Christine P'Simer Address: 475 Pinewood Road city,Cutchogue st. New York zip: 11935 Budding Permit# 43420 Section 110 Block 3 Lot 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Kelley Electrical License No: 46298-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dW Dryer Recpt 2oq Emergency FixturesTime Clocks Disconnect Switches $ Twist Lock Exit Fixtures TVSS Other Equipment "Bathroom Renovation" 1- Bath Fan, 2- Combination GFCI/ARC Fault Circuit Breaker "Kitchen Renovation" electric oven, gas cook top, range hood. Notes. Inspector Signature: Date: July 9, 2019 0-Cert Electrical Compliance Form.xls d�SO t Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box'1179 Q Southold,NY 11971-0959 BUILDING DEPARTMENT J "= TOWN OF SOUTHOLD SEP 9 2018 CERTIFICATION Date: - I Building Permit No. Owner: C�t tee, Coprcr �- ��''S � Dg�moi,✓' (Please print) Plumber: GtoFr�rk'ks (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 2 O day of 4-\�A A 20 1�, U ROBERT F MARKS NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6364702 �uafified in Suffollc ®uurtntt My Commission Expires 09-16-20211 Notary Public, County �gUTOWN OF SOUTHOLD �� cody BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY �Ol� dao BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43420 Date: 1/24/2019 Permission is hereby granted to: P'Simer, Christine 475 Pinewood Rd Cutchogue, NY 11935 To: alterations to an existing single family dwelling as applied for. At premises located at: 475 Pinewood Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-3-5 Pursuant to application dated 1/17/2019 and approved by the Building Inspector. To expire on 7/25/2020. Fees: SINGLE FAMILY DWELLING- OR ALTERATION $208.00 -ALTERATION DWEL $50.00 Total: $258.00 Building Inspector r - OF SOGIyo� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1602 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBGe [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [�ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r� , - DATE INSPECTORV SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1 / INSPECTOR ` d ` pF SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATI®N 2ND [ ] INSULATION [ FRAMING ®STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: o DATE ® INSPECTOR 1 o��OF soblyo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,N�' 765-1602 IN-SPEC. I [ ] FOUNDATION 1ST [ ROUGH PLBG. - [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL -[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f �d rave�c .0 441 — DATE INSPECTOR JAA oe souTyOlo TOWN OF SOUTHOLD BUILDING DEFT. Cour", 765-1602 INSPECTION- I FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION ] 2ND [ ] INSULATION � [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0c pleox—td�- DATE -71411(4? INSPECTOR ho��OF SOGTyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 9 ���nn •�G v-NA�" Ap 112 tfA DATE �� l INSPECTOR ff NU"f/ZV FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ------------------------------------ ' �d 'FOUNDATION(2ND) �y moan VDPALo ole P ROUGH FRAMING& y �` PLUMBING CIO0 INSULATION PER N.Y. y STATE ENERGY CODE Av D : v � FINAL ADDITIONAL COMMENTS o X N i N • rA 1 w S "V F+1 1�1 lyJ V y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 j Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D E C. Trustees C.O.Application Flood Permit Examined ,20 ® � Single&Separate C(: Truss Identification Form Storm-Water Assessment Form JA 19 Co act: Approved 1652' /Mail to: �jmt S Disapproved c .DFl �D `1, N7!� 011''SOIJ'I'1c O Phone: p 5'61 61`7 Expiration _'20 t. Bui ding Inspecto APPLICATION FOR BUILDING PERMIT Date , 20& INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced'before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues,a,Certificate.of Occupancy. f. Every,building permit shall expire if the work authorized has not commenced within 1.2 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 inspecta�(Sign­����� ons. ature of applicant or name,if a corporation) t } (Mailing address of applicant) —� #.�_�. :1 i,1 3 :._42'D i.1Ol� , x��?,�,•t�i � State whether applicant:,is#Eowner;.les ee, agent, architect, engineer, general contractor, electrician, plumber or builder r f �,,:5 p-, 7 4J } f V��;R"o Name of owner-of-premises--- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer A- ; (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: n al v6 House Number Street Hamlet County Tax Map No. 1000 Section P0 Block .3 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premis sand intended use and occupancy of proposed construction: a. Existing use and occupancy ie b. Intended use and occupancy ��=/��/�/fid► 3. Nature of work(check which applicable): New Building Addition Alteration K Repair ,Removal _ __ Demolition__-_ Other Work-Z- , A -,.('�1�et-, t-: -, (Description) lq�,INd 4. Estimated Cost 3 5,= Fee /'� �ai'd-o q filing this application) 5. If dwelling, number of dwelling units leu bere-of&kelling'units-A Uch floor If garage, number of cars 2 ul 1i LJ 6. If business, commercial;or mixed occupancy, specify nature and extent of each type of use. �- 7. Dimensions of existing structures, if any: Front 514 Rear'` " :` -Depth 5� v . ,A.l k,;Ca Height � �;Q � � Number of Stories � �2. Dimensions of same structure with alterations or additions: Front 6*or Rear Depth wz> Height Y- Number of Stories Z 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories' 9. 'Size of lot: Front %Op• /v Rear /vim Depth 10. Date of Purchase Name of Former Owner f 1. Zone or use district in which premises are situated 6 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 C41 1Swff& Address 11?S Ar«W OQ Phone No 5,/`-3'G 7- Oil I Name of Architect-IA j G i4k 26W &A,, Address 336, Sly 44G Phone No(.?) Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_4)� * 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 prope * IF YES,PROVIDE_ A COPY. MELISSA R DEBOER NOTARY PUBLIC STATE OF NEW YORK STATE OF NEW YORK)' SUFFOLK COUNTY C s s: LIC.#01 DE6349898, COUNTY Ori x ) COMM.EXP. f 0Q1202c� Crw � S 'Sccec being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (WW& `-(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 themanner set forth in the application filed therewith. Sworn to before me this $ day of ' '-20 A .L �^ Notary Public Signature of Applicant ILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD AR 5 ZZ17own Hall Annex - 54375 Main Road - PO Box 1179 oy • Southold, New York 11971-0959 >,���Tele hone (631) 765-1802 - FAX (631) 765-9502 �'�'ls roger.richertiMtown.southold.ny.us '5 o 160' S APPLICATION FOR ELECTRICAL INSPECTION -- RE-QUE-STE-D BY -�-UA e-5—L - Company Name: V2RL4 CJ' Name: Ce License No.: Lto 2.Q g R E': email: Address: ls-a 1 ooct l anal Q e- ZZs do I l - Phone No.: 3 I - qq(o -I 2R/ Cel( r,31' o 3 -6 S-3ci'7 JOB SITE INFORMATION: (All Information Required) Name: T i s S I' MVIer Address: ey -IS 11,a_epVcOIJ Cross Street: o Gk 1 S 0 i 4 Phone No.: S-16 -S'4 Bldg.Permit#: y3�e_Z email: 5%V,QI(' CtiYhCGS-(-•� -� Fax Map District: 1000 Section: 110 Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) pumod-, ( &4coo k', t LA �- `QdL Pr Circle All That Apply: Is job ready for inspection?: YES3 -.. ' (Rou�gh Final Do you need a Temp Certificate?: YE f N- Issued On Temp Information: (Ail information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspecdon Form.)ds ��v , �N afF011 ti Town Hall Annex "<- �� ;i Telephone(631)765-1802 A.54375 Main Road � { Fax(631)765-9502 P.O. Box 1179 COD az Southold, NY 11971-0959 1�_ PIV ,S ' 4 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE,CONSTRUCTION.-PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 1.", 1 6_�k I Owner: W�li QWS.,; Location of Property: - 1 (0- MIA Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor a d roof fram n (FR) Signature: Name (pers submitting this form): Capacity(check applicable line): Owner _X Owner representative Ak� TrussReg15.docx Effective 1/1/2015 SURVEYED.FOR-,-IWWR+t LOCATEDAT paA,0 0 Gi ,TOWN OF 05d"lwor LSky.ELY.l. ' SUFFOLK ca LOT ,i�}f � J MAP OF L7ESC.QM5,-M P+e Rte, .CO. CLK.NO. FILED 4,V SCALE 1". 46' SB~ r O SUFFOLK CO.TAX MAP DATA, - DIST JOGiO .SEC.//0.00 BLK. 43.00 LOT c fieA%lf H ti 1Y Olee5fz 4 p^ s� a p a +Te.cC.vr�..,v�•- � �, �S5�'¢2'oG' r /c9.Q oo i ,va ww7� Ve. RTlF�IS F�(t7M� •� �� h �,�av�r 70 RRATM BOUNDAV LM v p O w� / ON SIStW ARE 'FOR A ! 0 A. SPWK USE ONLY, Ah® I Q -e la m`t'`• d�T /7, J�95 SHOULD NOT BE USED FOA � �� uG�ec, Maly/ /Z / < } r ZA, 19 94.eY CONSTRUCTION OF FEFVC6S � oa . OR OTHER STRUCTURK Ci"s'o�"tS j�0. .s•' RAMPART BURVLYING P.G. pm box V7 �Y-�1'!`•' •` � t+tvs o.ic.aN_ns �� '�sr ���'�-�J FaL�Fro.� 005 ,FA+uFc"oav'Lt,N.Y.11967 DRAWN of i I i I S 32°18'00' E 400,00' co co Jul o 0 0 N l0 `7 4 i KITCHEN � REMODEL EXIST. I 2 STY 291-011 0 z GAR ' 10 l PROPOSE QZ ' BATH U REMODEL u I 0 . 400.72' 2+4019' Son — — $�'49� N 3504315O W 80.0' PINEWDOD ROAD PLOT PLAN 475 MMwoou Roo, , curcHoc m, H.Y. �' m 20Sec 440 SUL 3 LOT 6 NOTES: WINDOW PROTECTION NOTE: TRUSS CeNT�eATION smear+ TOWN REMARKS: E CODE I`I Y� APP�iCA � 1. WOOD STURCTURAL PANELS WiTH A MiN• THICKNESS OF 4/2' AND (PROJECT sPECFiC)INSTALL C" C420*TRAP MAX. PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING Hcx 6' ""`° `"""1D 1+s' TO 5.BTRAPs 2045 INTERNATIONAL RESIDENTIAL CODE AND PROTECTION iN ONE FAMILY BUILDINGS .PANELS SHALL BE PRE-GUT FA STUD To ao.F-XIST: TO COVER GLAZED OPENINGS WiTH ATTACHMENT HARDWARE vor_ 104-L �"r'� CLPATMACH N.Y.S. 2046 UNIFORM CODE SUPPLEMENT PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE "Olw-4 r , 2015 INTERNATIONAL ENERGY CODE CONSERVATION CODE WiTH TABLE 8301.2.1.2 FASTENER TYPE z$ LEnCER AND 2046 SUPPLEMENT TO THE N.Y.S. ENERGY CONSERVATION sTE PANEL SPAN 4FT.s 6 FT. 6FT.!8 FT. RE crt1B7 v +,u,•r,,.� CONSTRUCTION CODE n i4 FOOT T .!01sT , c .r acvr_w WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY ANCHOR w/r 46' 4� e' �` OR;� ` DWELLINGS 2015 EMBFDMENT LENGTH ' '� it4OW000 SCREWS BASER NATIONAL ELECTRICAL CODE- NFPA 70 -2014 ANCHOR W/.T 46' 1r ry a •TOS U240 EMBEDMENT LENGTH ■ HO'M6' 1/4'LAG SCREW BASED HOLD­- tA DOWN DEVICE ANCHOR W/2' 16' 16' 'I6' y2 ST E REFLE MIN 75O#CAPACITY®4 4 O EMBEDMENT LENGTH WHTTE LOCATIONS EVENLY '. r.;..''), �',' 1`IAlL1NG SCHEDULE (EXPOSURE 'B"} CHAi'TER k3UILDING PLA1`Ei`I1NG DISTRIBUTED ALONG DECK 8 F OCCUPANCY: ��F'ATH/�°t..00R (F WITHINDGER 2'of EA.EnaOF THE '. RZAMM DE AILSTRAPy a FIIMBER OF NUMBER of - LEDGER d -.�y N JOINT DESCRIPTION MAIL SPACING RESIDENTIAL SiNGLE FAMILY DWELLING P©RCH/DECIC/EXIST. HOUSE .,T a uocl COMMON NAILS BOX NAI-S REFERENCE STANDARDS: 31MPSON 6320.46.O.G CONNECTION DETAIL r, ) O F F R A M 1 N G zot5 INTEaNAT1oNAL a�s>oETtAL Gotx AND SIMPSON 0320 416.0. slNFsas _ T .f (6)100 NAILS EA SIDE 72. C�STRAPaaaro ;!:C,.'`i l.'• -" (5)400 NAILS EA.SIDE .)! 7?� ACROSS TOP OF '). obi_2x4 au.n.T. \� R O NYS ZC)16 UNPORM CC)[7e SUPPLLT T4l l� ('7` RAFTER TO TOP PLATE ( TOE NAIL) 4 - 8D PER RAFTER 2045 nTE.RNATIONA<. ENERGY C4=CONsa=RVAT10h 000E ACROSS TOP OFx CEILING JOIST TO TOP PLATE (TOE NAILED) 4 " AND 2016 ANT TO THE NYS EN!s-RGY GOi45ERVATION GON377zUCTION cope CEILING JOIST TO PARALLEL RAFTER wooD FRAM!CCMTRUCTton HANUAL�C"M Aro Two FAM-Y r eauwr�waw Dws .tslrs 2015 )NAILS EA.PLT aie'o u+ctaR O (FACE NAILED) (HEEL JOINT) RAFTER SLOPE: 3:12 43 - 460 rtAnoNaL ELeSCTRICAI-CODE-IPPA 70 -lou 5>=e'r AIMS bOLTa DESIGN LOADS tKax � s� O COMPLY WITH ALL CODES z STRUGT.R anaadz bGM.T rp7g .� r 4-12 40 - 16D EACH LAP stzs 5:12 8- 160 DECKS: 40 PSF ATTICS: 20 PSF, ar�rax eo,..rs ro sE 7:12 6 - 460 srrFsoN L-50 EA St7E 2X6 GT. �n wrr++n+r W T r 1n TPlR,. TM'O NEW YORK STATE & TOWN CO ES ROOMS OTHER THAN SLEEPING ROOMS: 40 PSF of Ep R°F7eR `�+ RAE■1 BI¢ FROM M TW_M arms C r Pot+ w C11ON �Ma`"�'� AS REQUIRED D CONDITION ' 9'12(GREATER) 5 - 160 SLEEPING ROOMS: 30 PSF rrmft Or�.c"r.,ronorc STAIRS. 40 PSF we r SC&WRe""" "' CEILING JOiST LAPS OVER PARTITION HANDRAILS: 200# RIDGE DETAIL CONNECTION DETAIL. �`�} j� ST (FACE NAILED) ROOF:20 PSF GROUND SNOW PO RCHIRAFTERIGiRDEI? S%"""" OWN RAFTER SLOPE: �� _166D EACH LAP BASIC WIND SEED•440 M.P.H.3 SECOND GUST CATHEDRAL. COLING RIDGE BD./RAFTERS CONNECTION OF-TAIL- 4:12 5:12 8 - 46D DEAD LOADS: 40 PSF O 7:42 6- 16D DEFLECTION LIMITS: L8TTA36 3TRAp�� 9:12(GREATER) 5 - 16D RAFTERS WITH NO FINISHED CEILING ATTACHED ACROSS TOP OF COLLAR TIE TO RAFTER L✓150 Ruse ArrAaa I ' - = a` o FLOORS: L/360 It r R 4500 0 0 "' ;'� u' ' (FACE NAILED) HOLCIOWN o O RAFTER SLOPE: 3:12 7 - 400 THESE PLANS ARE NON-PRESCRIPTIVE DESIGN PER THE WOOD 4X4 POST L � '` ' 4:12 6 - 10D PER TE FRAME CONSTRUCTION MANUAL 2045 AND THE CUSTOM DESIGN SIMPSON H3 F j 5:12 5 - 10D CALCULATIONS HAVE BEEN DONE BY THE ARCHITECT iS-OC�`.rr T HURRIGA F'''-� '� D ' 6:42(GREATER) 4 - 100 G'1E'®16• G FULL HGT, FLOOR JOISTS ` ` r.F F & ? I° `� D t AT=arm BLOCKING TO RAFTER(TOE NAILED) 2 = 8D EACH END �F-EZIS,Y I��TES: BLKG RIM BOARD TO RAFTER(END NAILED) 2 46D EACH END +■+� ■+� @'�THR 1 42 NAILS THRU I x a_•. , . t `- o�ocAat� radvBcx-TS I THE FLR. SHEAT'G. INTO THE 42" DIA. THREADED ROD I.-9 i �- W A L L F R A M I N G 3.WOOD FRAMED FLOORS,WALLS AND CEILINGS SHALL HAVE AN APPROVED VAPOR BARRIER TTr_SPAM RIM JOIST �j Pv BLOCKING TOP PLATE TO TOP PLATE (PAGE-NAILED) 2 - 1604 ' PER FOOT 4.WINDOWS AND SLIDING DOORS SHALL HAVE A MAX.AIR INFILTRATION RATING OF 0.3 CFM PER ACS EAS ' MSUALTK?N RiDC`,iE BOARD It IZ AF MR Til C6TM- � r� TOP PLATES AT INTERSECTIONS (FACE-NAILED 4 - 460 JOISTS-EA. SiDE (PERFORMANCE RATING OF 4.0 PERM)INSTALLED ON THE'WARM iN WINTER'SiDE OF THERMAL POS AE366 POST BASE STUD TO STUD(FACE NAILED) 2 - 46D 24'0-C. SQUARE FOOT OF WiNDOW AREA.SWINGING DOORS SHALL HAVE A MAX,AiR INFILTRATION 42• RATE OF 0.5 CFM PER SQUARE FOOT OF DOOR DECK LEDGER HEADER TO HEADER (FACE-NAILED) 160 �'o•G a-��" S.SKLYIGHT SHAF'T'S SHALL HAVE A MINIMUM INSULATION VALUE OF R-49 M _ TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3- 460 PER STUD 6.GARAGES -FRONT,SiDES,DOORS,INTERIOR SHALL HAVE MASX.U=40 7.ALL FIREPLACES SHALL BE PROVIDED WT14 A DAMPER FOR OUTSIDE COMBUSTION AIR DECK JOISTS , CFS 'I1FICATION 0-4 BOTTOM PLATE TO FLOOR JOIST, BANDJ0IST 450-200 CFM ALL FLUES SHALL HAVE A TIGHT SEATED DAMPER WITH A MAX.AIR LEAKAGE {1�1) SDS2.5 •' 1500 �l'•�L CONTENT BEFORE (FACE-NAILED) 2- 16012 PER FOOT OF 20 CFM,ALL FIREPLACES SHALL HAVE A TIGHT-FITTING NON-COMBUSTION DOORS SCREWS ENDJOIST OR BLK G.(FAC ) 8.THE CONTRACTOR SHALL SUBMIT THE DESIGN,SiZE AND TYPE OF MECHANICAL SYSTEMS HOLO>OWN ,'_ `: ;,i"ICra TE OF OCCUPANCY �11 WHiCH WiLL BE USED,iN SUFFICIENT DETAIL,AS REQUIRED BY THE E UILDiNG DEPT. SIMPSON HDU5 PORCH/DEG MOUSE F L O O R F R A M I N G 9.ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 55 DEGREES TO 85 DEGREES FARENHEIT ��,..00R JOIST FRAMING DCIS USED !PV KM,. 10.ALL DUCTS AND PIPES SHALL BE INSULATED AS REQMFSD BY CODES HOLD DOWN CONNECTION DETAIL DOESN"T L-I NE UP 'WITH 5` SYSTEM CA���\!OT W JOiST TO SILL,TOP PLT. OR GIRDER TOE-NAiL'D 4 - 8D PER JOIST 41.HVAC CONTRACTOR SHALL BE INSUALTEED AS REQUIRED BY CODE �- a't. BRtDGE1NG TO JOIST{TOE-NAILED) 2 - 8D EACH END IZ ALL CELLAR AND.OR BASEMENT DOORS SHALL BE INSULATED V �/� 43.THE ARCHITECT CERTIFIES THAT THE PLANS ARE IN COMPLIANCE WITH THE;ENERGY CODE DECK ,JOIST r_�.� ` � BLOCKING TO JOiST (TOE NAILED) 2 - SD EACH END OF N.Y.S. LATEST VERSION IN EFFECT EMBED BOLT INTO tV..I��EU /(0 OF 1/ LE BLOGKiNG TO SiLL OR TOP PLATE (TOE-NA1LE 3 -460 EACH BLK SAFETY GLASS REQUIREMENTS .a NEW FDN. r. LEDGER STRiP TO BEAM (FACE NAILED) 3 - 460 EACH J015T SAFETY GLAS REQIARED AT THE FOLLOWING LOCATIONS: 4.ANY GLAZING IN ANY DOOR TYPE JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - SD PER JOIST Z GLAZING IN ANY WALLS ENCLOSING A SHOWER,TUB,SAUNA OR STEAM ROOM'c t'.`.'..PLUVENG 144,S3I i_ W BAND JOIST TO JOIST(END-NAILED) 3 - 160 PER JOIST 3.ANY WINDOWS WITHIN 24'OF A DOOR x www BAND JOIST TO SILL OR TOP PLT.(TOE NAILED) 2-- 16D PER FOOT 4.ANY INDIVIDUAL PANE OF GLASS AC T AREA GREATER THAN 9 S.F.WHERE THE BOTTOM asarea Perrerc 15 LESS THAN 18'ABOVE THE ADJACENT FINISH FLOOR WITHIN 36.OF THE WiNDOW _ I TFSTI�lG EEFGC,E CGVERiUG � S.GLAZING IN WALLS OF SPAS,HOT TUBS OR INDOOR POOLS WITHIN V-O'OF THE WATER ° R O O F S H E A T H I N G S.GLAZING iN STAIRWAYS AND LANDINGS WITHIN V-0'HORIZONTALLY OF A WALKING SRFACE =W$Oh U240 te eo�rs�or_ w STRUCTURAL PANELS: PANEL ' xx THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE GLASS t5 MORE THAN a � "�EA lDG� SUPPORT$ jfi 60'ABOVE THE FLOOR S�-IEAR WALL I�C�LD -Down � 4•sw.co1... INTERIOR ZONE• 80 6' 12' ASPHALT ROOF SHiNGLE NOTE: z � PERIMETER ZONE' 80 r 42• PORCH/RAFTER/GIRDER 40'X4O'X4/2 TYP. PROVIDE RAFTER TO KING GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8D b` 6' 4. ASPHALT ROOF SHINGLES SHALL HAVE A SELF-SEALING STRIPS OR SHALL BE INTERLOCKING CONNECTION DETAIL ATTACHMENT WHEN a I AND SAHLL COMPLY WITH THE REQUIREMENTS OF ASTM D-225 OR 0-3462 ALIGNED OR RAFTERS AND a G E I L i N G S H E A T H I N G 2. ALL FASTENERS FOR ASPHALT ROOF SHINGLES SHALL BE GALVANIZED STEEL FASTENERS, HANGERS AND TiE-DOWN - KiNGS TO PLATES I STAINLESS,ALUMINUM,OR COPPER ROOFING NAiLS.FASTENERS SHALL BE A MMUMUM 12 GA. CONNECTORS THAT COME 1N COCNTACT GYPSUM WALLBOARD 5D COOLERS SD COOLERS 'E /1d'FlELi, SHANKED WITH A MIN.NUMBER OF FASTENERS AS REQUIRED BY THE.MANUFACTURER WITH A.C.Q. TREATED LUMBER MUST BE "y 3.ASPHALT ROOF SHINGLES SHALL HAVE THE MIN.NUMBER OF FASTENERS AS REQUlREq BY DESIGNED FOR SUCH USE. (4}3/4• X 42' W A L L S H E A T H I N G THE MANUFACTURER MUST BE 'ZMAX/HDG' GALY. OR STAiNLES LAG BOLTS + 4.FOR NORMAL APPLICATIONS ASPHALT ROOF SHINGLES SHALL BE SECURED TO THE ROOF FOOTING SiZE SEE pAryFy msRrfF�ar>= WITH NO LESS THAN FOUR(4)FASTENERS PER STRIP SHINGLES OR TWOM FASTENERS STEEL C-2 F XMATiON PLAN SRUCTURAL PANELS/HARDBOARD �s sLePORT$ i PER INDIVIDUAL SHINGLE INTERIOR ZONE" 8D 6' S. S.ASPAHLT STRiP SHINGLES SHALL HAVE A MINIMUM OF SIX(6)FASTENERS PER SHINGLE GOLUMi`� i=00T>rIG DETAIL WHER THE EAVE iS 20 FEET OR HiGHER ABOVE GRADE OR WHERE THE BASE WIND SPEED To PROVIDE RAFTER 4' EDGE ZONE° 8D 6' 6' IS 120 MPH OR GREATER. GENERAL NOTES: ROOF RAFTER 7/46, TO PLATE GONNEG n O O !y FIBERBOARD PANELS: 7/46• 6D, -- 3'EDGE/6'F1ELD 1_ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE'. RESIDENTIAL CODE WOOD RAFTERS TO STUD F■i • 25/32• 8D -- 3'EDGE/6'FiELD ALL WORK SHALL ALSO CONFORM TO THE REQUIREMENTS OF ANY OTHER CODES AND (2)46D COM. o GYPSUM WALLBOARD 5D COOLERS 7'EDGE/10'FL AUTHORITIES HAVING JURISDICTION.THE CONTRACTOR SHALL OBTAIN AND ARRANGE FOR ALL (2)b/a DIA• NAILS 46. O.C. PARTICLE BOARD PANELS 8r.> EE MANUF. REQUIRED PERMITS,INSPECTIONS,AND CERTIFICATES AND TESTS MACHINE BOLTS FOR F UL-L HT. 2.ALL FOUDATIONS SHALL REST ON UNDISTURBED SOiL OF 1 T.S.F.BEARING CAPACITY, OF STUD O F L O O R S H E A T H I N G CONTRACTOR SHALL HAVE THE LEVEL OF ACCEPATANCE BEARING STRATA VERIFIED IN TIDE FIELD DBL. TOP PLT. D o O W 001D 6'EDGE/12' F D 3. ALL CONCRETE WORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF Mme( F� STRUCTURAL PANELS 1'OR LESS 8D ACi-301-46 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS 5-7% AiR ENTRAINED GREATER THAN 4" 400 6'EDGE/ 6• FLM ALL EXPOSED SLABS,GARAGE SLABS AND STEPS SHALL BE 3500 PSi AiR ENTRAINED. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60. SOLiD BLK'G. 4. ALL FRAMING MEMBERS SHALL BE HEM41-P, #1(FB-375 PS1I PROVIDE(2)2X8 HEADER OVER ALL WALL OPENINGS,UNLESS OTHERWISE NOTED. SiMPSON SHEATHING JOINTS IN IE L 16' !� A ��i r �0���� S. MiCRO-LAM GIRDERS(GP-LAM)SHALL BE LAMINATED VENEER LUMBER WiTH E=2,00,000 PSi 'HDU4• S EATH 1'`! o !� Tic `7 FB=2,800 PSi AS MANUFACTURED BY TRUS-JOIST MCMILLAN SHEATHING F O 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED W O.G. AT THE PANEL EDGE.IF WALL SHEA-HING IS NAILED 3.O.G. AT THE PANEL 6.DOUBLE FRAME AROUND ALL OPENINGS,UNDER PARALLEL WALL AND UNDER BATHTUBS. o H EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS POR STRUCTURAL MEMBERS SHALL BE DOUBLED.OR ALTERNATE CONNECTORS, PROVIDE'SIMPSON' HANGER CONNECTIONS AT ALL FLUSH STRUCTURAL LOAD BEARING 12'EXTERIOR . SHEAT'G. � T� �I SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH CONDITIONS. EXTERIOR FACE 2.WHEN ALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 7.ALL CONCRETE BLOCK 2(GRAALL CONFORM TO ASTM G9O MORTAR SHALL BE TYPE'M' 42' GYP. BD. INTERIOR A 1-160 PER FOOT CONFORM TO ASTM A-572(GRADE 50)AND A-501 SIMPSON S O 3.CORROSION RESISTANT 14 GAUGE ROOFING NAILS AND 46 GAUGE STAPLES ARE PERMITTED;CHECK LB.0 FOR ADDITIONAL REQUI2EMF'NTS. 8.ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE A1SC'SPECIFICATIONS FOR FACE W/5D COOLER n/ �, FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'STEEL SHALL 518.DIA 416'O.C. NAiLS 07'0.C. 4.ALL QUAriTR 1TES ARE BASED ON 16.O.G.SPACING FOR RAFTERS,JOISTS AND STUDS REQUIREMENTS S.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT 7HRU TRPL. STUDS PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED 9.ALL ELECTRICAL WORK SHALL CONFORM TO LOGAL NEC AND UNDERWRITERS LABORATORY BOLT Q 6.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED 40.PREOFABRiCATED FIREPLACES AND FLUES SHALL BE UL APPROVED NOTE. U STATE AND LOCAL CODES' SiMPSON ALL E STEEL R ' IM SON'0 � J�, 44_INSTALL SMOKE DETEDTORS AND CARBON MONOXIDE DETECTORS iN ACCORDANCE WITH ALL 'HUU4• GAUGE STEEL OR 'SIMPSON' Cl..-IMATIC GEOGRAPHIC DE.SIGI`E CRITER A 12 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS OR BEFORE STARTING RE.PRO EEDItI TYP. BRACE WALL- DETAIL- (ALI VALENT-GS20 (COILED STRAP) AND SHALL NOTIFY THE ENGINEER OF ANY Al -S OR DISCREPANCIES BEFORE PROCEEDmG SECOt`iD I"LOOR i L- (ALL STRAPPING SHALL BE INSTALLED WITH THE WORK.iF ANY QUESTIONS ARISE BEFORE OR DURING THE CONSTRUCTION AS TO THE PRIOR TO SHEATHING) O INTENT OR DETAILS OF THE DRAWINGS,THE CONTRACTOR SHALL CALL THE ARCHITECT OF RECORD SHEARWALL HOLD-DOWN GROUND WIND DESIGN SUBJECT TO DAMAGE BY E WINTER iCE SHIELD FLOCD iCE MEAN 43.THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK TO INSURE b V SNOW wro TCDD- WEATHER- ROST L� TeRmrrE °E'en DESIGN UNDERLAY- HAZARDS FREEZE ANNUAL COMPLIANCE W1THT THE CONTRACT pOCUr4ENTS. i`�AIL.ING SCHEDUL.-E "B' LOAD MPFEM n � nem nG DeFTH CATEGORY TEMP. MENT REQV. INDEX TEMP. p ,r MF" aPPEC s ��+ zore CONSTRUCTION NOTES: ROUC,i f oPEINQiG REQUIREMENTs FOR W61DOw oPErlavGs 20 PSF 140 N/LA N/A YES SEVERE 3'-0' MOD./ 'C' PER 44• YES N.A. 599 NOTATION F t D FLAT HEAVY 4. PROVIDE A VAPOR BARRIER UNDER ALL SLABS MiN. 6 MiL. THiCK. TERRIN. R 304.2.2 WIND COMPLIANCE PER REF STANDARDS 2045 IRC 2. ALL STRUCTURAL LUMBER BEAMS, GiRDERS, HEADERS, BEARING WALLS ETC. TO CRAWL SPACE ACCESS TO BE MiN. 45' X24" OPENING A B C D E � •,� � BE HEM FiR #2 HAVING A MiNIMUM FIBER STRESS OF 850 P.S.I. (NO. 1) AND A cn U W'>'I TABLE 8402.2 MIN. SP=CIFIED COMPRESSIVE STRENGTH OF MODULAS OF ELASTICITY OF 4,300,000 AND 19% M.G. ALL FRAMING LUM6ER 2'-0' 2 (1) 2X4 4 1 4 1 H CONCRETE LL H TYPE OR LOCATION OF rz WEATHERING POTENTIAL- 3, ALL BLOCKING, LUMBER, AND PLATES iN CONTACT WITH MASONRY OR CONCRETE 4'-O' 4 (1) 2X4 2 2 2 2 I'�1 E"4 vjU 94 CONCRET CONSTRUCTION NEGLiSILE MODERATE SEVERE QR.AWIhGTO 8E PRESSURE TREATED WITH WOOD PRESERVATIVES. h'�( M■•F 'x�{�00 e. Tm BASEMENT WALLS, FNOT's 4. ALL FLITCH PLATES TO BE CONSTRUCTED PER DETAIL. ? DBL. TOP PLT. 6'-O' 6 (2) 2X4 OR (1) 2X6 3 3 3 3 H HER CONCRETE IST 2,500 2500 2.500 5. STEEL DESIGNATED FOR A MAX. FiBER STRESS OF 22,000 P.S.I. IN BENDING •-"��'�•�' u �N AND OT (24,000 P.S.i.) FOR COMPACT SECTIONS. d __.• ••> 8'-O• 8 (2) 2X4 ORO) 2X6 3 3 3 3 U m EXPOSED TO THE WEATi IBR 6. DOUBLE JOISTS AROUND ALL OPENINGS AND UNDER ALL PARTITIONS RUNNING .�.� � w BASEMENT SLABS & INTERIOR PARALLEL TO THE DIRECTION OF THE JOIST. a"�°-° •'°°-^ SIMPSON 10'-O" 10 {2) 2X6 4 4 4 4 M u) CW435 SLABS ON GRADE, EXCEPT 2,600 2.500 3.000 7, WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. "�"` °'"°" CONNECTOR OR 28460H 3046 DH GARAGE FLOOR SLABS 8. PROVIDE 1'X3' CROSS BRIDGING 1N LINES W-0' O.0 AT CENTER OF ALL SPANS C3 ■ ■ (2) H2 ROOF 12 (2) 2X6 5 5 5 5 W= 22 9/46' W= 297e W= 33766 R.O. ' ` H- 24 e' BASEMENT WALLS, PDN.W ELLS OVER 8 O FOR ALL FRAMING. � 582245 E TAB NOTATION H= 36 s$ H 2410 4 EXTERIOR WALLS &OTHE:: VERT 9. PROVIDE GALVANIZED METAL STRUCTURAL •TECO' CONNECTIONS AT BUTT ` "°" CONNECTOR 5.7 S.F. 5.03 S.F. 5.7 S.F. GONC. WORK EXPOSED TC THE 2,500 3'000 3�0 CONNECTIONS OF STRUCTURE. --__ m""-°°'•"� A.NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS 000 W SiLL = 38' SILL = 26' SiLL = 26' WEATHER 10. INSULATION AT ALL EXTERIOR WALLS, CRAWL SPACE, AND ROOF TO BE FOIL �'•"*� M20 1 B.NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) _ _ ® 00000 Al`4DERSEN EGRESS WINDOW SCHEDULE PORCHES,CARPORT SLAE•S & 0lu FACED FIBERGLASS BATT INSULATION. R VALUE AS SHOWN ON DRAWINGS WITH W. _ e..,a , _ G. NUMBER OD FULL HEIGHT KING STUDS AT EACH 510E OF HEADER STEPS EXPOSED TO THE 2,500 3,000 3,500 FOIL- FACE TO WARM IN WINTER SIDE AS MANUFACTURED BY 'OWINGS CORNING' ""'°�"� SiMPSON D.NUMBER OF 46D NAiLS END-NAILEDTHROUGH ADJACENT KING STUD TO END GLAZING v VALUE'-.35 WEATHERS GARAGE FLOOR 14. PROVIDE AND INSTALL FLASHING AS REQUiRED TO ENSURE WATERTIGHT AND o ST2215 ��� OF HEADER AT EACH SIDE WEATHER PROOF CONSTRUCTION. CONNECTOR I II II I E.NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) SLABS F. NUMBER OF 160 NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR LOAD-BEAR VALUES OF 12. SEAL AND CAULK ALL JOINTS BETWEEN DiSS1MALAR MATERIALS. COUNTE_RFLASH I.EGBND I IL J I OD SiLL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) ABLE 8401.1.4 AND CAULK ALL WiNDOW AND DOOR FRAMES PRIOR TO INSTALLATION SILICONE =411 MASONRY FOOTINGS {INCHES) FOUNDATION MATERIAL T DWN. BY CHK. BY 43. ROOF SHINGLES TO BE 235# FIBERGLASS ASPHALT SHINGLES OR AS NOTED. ... x t q LOAD-BEARING VALUE OF SOIL(PSF) CLASS OF MATERIAL BEARING 44. ALL ROOFS TO HAVE A CONTINUOUS RIDGE VENT (UNLESS OTHERWISE NOTED) AL A'M'T HEADER. TiE DOWN DETAILS 7/-��. \Y/ , Jf 4,000 2,000 3.000 4,000 PRESSURE 45. GYPSUM WALL BOARD TO BE s6' TYPE 'X' IN GARAGE AND AROUND ALL BOILERS WALLa`� CONVENTIONAL LIGHT-FRAME CONSTRUCTION CRYSTALLINE BEDROCK 12,000 P•S.1 .9 3,-wA awrrcr+ WATER HEATERSETC. WiTH LONGEST LENGTHS POSSIBLE LAID HORIZONTALLY .� rw.r sw°rc++ 1-STORY 42 12 12 12 SEp114ENTARY& FOLIATED ALL JOINTS TAPE AND SPACKLE MIN, 3 COATS 01 curl." A-4- PLANS a SECTIONS SCALE 2-STORY 45 42 42 12 ROCK 4'000 P.st 16. CONFORM TO AMERICAN INSTITUTE OF TIMBER CONSTRUSTiON 'TIMBER "`R°�v PT CW. c�co,rm RemLT aur• A S SHO W 3-STORY 23 47 12 42 SANDY GRAVEL.& 3000 P•S•1 CONSTRUCTION MANUAL' LATEST EDITION• �� WORK TOW GRAVEL {GW GP} Cpl-cal DerALI macr"Kim DAIS J� NO. 4 INCH BRiCK VENEER OVER LIGHT-FRAME OR 8'GONC.MASONRY SAND, (G SAND,CLAYEY SAND o.ec,Wo"TO 111MrP4 p(W" 4-STORY 12 42 12 2,000 P.S.I. .rcT-ew� .ac7.ees1-29-17 2-STORY 42 46 42 12 SILTY GRAVEL,g CLAYEY GRAVEL u+caia+saeTo,c.,swaucT°ac 3-STORY 32 24 16 12 (SW,SP,SM,SC,GM&GC) 8'SOLiD COiNCRETE OR MASONRY,OR FULL-Y GROUTED MASONRY CLAY,SANDY CLAY,SILTY CLAY CLAYEY SiLT, SiLT& SANDY SiLT 4,500 P.S.L owc. NO. r Fl 4-STORY 46 42 12 42 (CI,ML,MH & CH) 2-STORY 49 21 14 42 3-STORY 42 32 21 46 II �vvm J LT... p L'n+rtu , Roca• , PLUMBING NOTES: 1. ALL PiPING TO INSULATED AS PER TABLE E503.3.3.1 OF THE ENERGY CODE OF N.Y.S. USE TABLE TO DETERMINE "•" +� MINIMUM THICKNESS OF INSULATION AS PER PiPE DIAMETER 2. WATER SUPPLY PiPiNG TO BE TYPE 'K' COPPER OR APPROVED a MATERIAL AS PER TABLES P2904.4.4 P2904.5 P2904.6 a u 2W .. 4vw +VW - 3. ALL DARINS,-VENTS AND WASTE I INES TO PVC AS PER c RELOCATE THE GUTTER LEADER ` TABE P3002.4 P3�f'M.3 WiTH APPROVED GLUE SOLVENT w L TO OPPOSITE SIDE AS REQ'D. r�r o .ex CONMCT TO r=xml 'Ko INSTALL NEW SKYLITE }� }-� SEPTIC SYSTEM WiTH FLASHING AS PLUMBING RISER DIAGRAM anp I TRAP PER MANUF SPECS. a 0 PATCH ROOFING SHINGLES z 0 . t7i 5 w earn+ r�oa+ O "`°T NEW 2X4 STUD WALL- TO ALLTO BLACK -OUT EXiST, NON X EGRESS WiNDOW �p FLOOR DRAIN PAN UNDER WASHER ON We, GAIRAGE EX TING HOUSE _ 'R'Z' o u_ "- 4'-10' 4' 3'-f0' 0 p NEW MUD FLOOR SHOWER 1 an Honoxm K A L L lit S A_A ExiST. W J'-6` w s+�o PAD OUT WALL 10' crm To `le L-.,C• • ' 0 WITH REMOVE AND REFRAME E F + w 3o'x 2X4 STUD WALL FOR NEW7t LINENE CLST, -- --I04 CABINETS BELOW UPATH sKY p a PWDR. ROOM ( T— ~ N EXIST. F. . DINING ROOM -4 4� REMOVE EXiST. NON=BEARING INSTALL NEW L W-E iNSUL. WALLS ��- NEW I TO REPLACE IDEX SOONG O ..� SKY. LiTE SECOND ��OO� PLAN ( FOYER NEW OPEiNG AND CASINGS IL V DIRECT REPLACEMENT F� � M,r-o OF SINKS AND SCAM CL. J J J J CL VANITY a m'0 Q 0 p � — EXiST. F. . I con .�� 3068 EXISTING RiDGE BD. � a p — 1 EXiST. F. . cin �� EXIST. F. ' 1 OY. NEW 36' WIDE DOOR ^ REINSTALL D.W. i TO REPLACE EXISTING 2X4 STUD WALL BEDROOM I KITCHEN NEW OPEiNG AND CASINGS 42' GYP. BD. CL_ 8' CLG. HGT. S p EXIST. F.J. EW SiNK DUCT MASTER EXIS . WALL o � _1 TO PE ETTRATE ROOF O � BEDROOM v -4 F LIVING ROOM • oCA 21 C-m W � A � W ® .. EW 2-2X'10 BEAM I I # I ! I I I EXiST. LINE JF 8' CLG. �I 11 I I I I I ( ohEW 2-2X4o II II 1i II ` I I 10' STUD WALL EXTENSION 4X6 STUDS It i EXTERIOR WALLS I I I I I I I I PWDR. ROOM \—CATHE AL CLG. ABOVE F R BEAM SUPPORTS(( I I I I REMOVE EXiST. NON-BEARING ! ! I I I I F- 32'-4• EXIST.suDER O I I WALLS FOR KiTCHEN PAD-OUT EXiST. SECOND FLOOR I CABINET iSTALLATION I I I I I I WALL 40' W/ 2X4 STUD WALL II LiVING ROOMI I I I I I P II II II II � If Il ( I II .EXIST.SLIDER EXiST.SLIDER EXiST.SLEEP, � 0-4 EXISTI. F.J. A--A n CELLAR FIRST FLOOR FLAN .� CODG� W� H y U SCALE: 44' _ 4'-0' U c W a SECTION A -= A c0000 O 000 SCALE: 44' = 4'-O' W DWN. BY CHK. BY SCALE AS SHOWN DATE JOB NO. DWG. NO.