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HomeMy WebLinkAbout38029-Z (ZL.a `y�jFFpt Town of Southold Annex 10/29/2014 , 1;'�, P.O.Box 1179 54375 Main Road � Southold,New York 11971 - /YtT X11 CERTIFICATE OF OCCUPANCY No: 37240 Date: 10/29/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 4300 Sound Ave, Mattituck, SCTM#: 473889 Sec/Block/Lot: 121.-3-5.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/29/2013 pursuant to which Building Permit No. 38029 dated 5/17/2013 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: alteration/addition to an existing one family dwelling as applied for(4 bedroom maximum allowed by Suffolk Count Health Dept.) The certificate is issued to Davison,Eugene (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38209 1/8/2014 PLUMBERS CERTIFICATION DATED 8/4/2014 rdy Plumbing& Heating 'o�� A �C4 ��ed igna re TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY �""�riTxr7s`- 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#: 38029 Date: 5/17/2013 Permission is hereby granted to: Davison, Eugene 4300 Sound Ave Mattituck, NY 11952 To: construct alterations & additions to an existing single family dwelling; four Bedroom maximum per Health Department At premises located at: 4300 Sound Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 121.-3-5.1 Pursuant to application dated 4/29/2013 and approved by the Building Inspector. To expire on 11/16/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $705.20 CO -ADDITION TO DWELLING $50.00 Total: $755.20 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: Ar 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 2110 of 1% lead. . 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Complia nice,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 spmpleted 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. ` 2(Olt 3 New Construction: Old or Pre-existing Building: t/' (check one) Location of Property: �T?J�� Sav t-_41.) #4�€ r � n � J `1 A /�gS-2 House No. Street Hamlet Owner or Owners of Property. T A-y I S O(tel Suffolk County Tax Map No 1000, Section Cat Block .3 Lot subdivision- Filed Map. Lot: Permit No. Date of Permit. Applicant: Sen Ftp- y-- Heaitli Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Si ture pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roger.riche rt(-town.Southold.ny.us Southold,NY 11971-0959 CpUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Davison Address: 4300 Sound Ave City: Mattituck St: NY Zip: 11952 Building Permit#: 38209 Section: 121 Block: 3 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 24 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors 4 Main Panel A/C Condenser Single Recpt Recessed Fixtures 11 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect Switches 21 Twist Lock Exit Fixtures TVSS Omer Equipment: 1-combination smoke/co detector, 1-exhaust fan Notes: Inspector Signature: Date: Jan 8 2014 81-Cert Electrical Compliance Form.xls TEL. 70-1802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR �, �• ,� %� P.O. 130: 128 TOWNI...LL SOUTHOLD, N.Y. 11971 C E R T I F I C A T I O N Date ---' O//// Building Permit No. Ownerv (please print) Plun•.ber �-NRSb Pt,�✓►,3a�- � /�1�4i ING- (please print) 4 I certify that the :OLder used in the water supply system contains less than 2110 of 1% lead. (plumber ' s signature) Sworn to before ,e this day of - Ilots y Public, Nota,.-- 11Lq, ic, County EILEEN STRAND NOMRY PUBLIC,State of New York No.01ST6001483 Ck aNW in Suffolk County COMMssion Erpres January 12,29Z SOUIy� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DAT3// 5INSPECTO ,3 (rl� ) �j �O��Of SO(/T�o{o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE / 3 INSPECTOR qf so • OF • • 1 BUILDING DEPT. 1 INSPEC PON XNDA • •• ' • /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTR17CA LROUG H) ELECTRICAL (FINAL) rel- ►,rte, ;.J7►",,, w� _J ���.j.�i/ .�-� -���.�� � 1�►�� � Jam._ DATE INSPEC OR sWry. 4�# TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R PLBG. [ ] FOUNDATION 2ND [ "'INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: _ ' d✓ S' ���r� 1 DATE Q 3f INSPECTOR `� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [XROGH PLUMBING FOUNDATION 2ND [ LATION FRAMING / STRAPPING [ L [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 0'i'` INSPECTOR i ' OF SOUjyo I��DUI1fY,� TOWN OF THOLD BU ING DEPT. 765-1802 INS N [ ] FOUNDATION IST [ ] RO GH PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION 'i [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l G DATE INSPECTOR 3' :�"V,�QX904zoyzwd FA OAF .... - 41F ROUGH FRAAnNQ& For(, b I(idle�,�:.r�� ENERGY Y. STATE CODE MAN 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Y 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 Survey SoutholdTown.NorthFork.net PERMIT NO. j SQ�q Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 20_ Single& Separate Storm-Water Assessment Form C Contact: Approved U 7 ,20 12 Mail to: Disapproved a/c Phone: Expiration 20 Building Inspector APR 2 9 2013 PLICATION FOR BUILDING PERMIT Date 20 BLDG.DEPT. INSTRUCTIONS TOVIN OF SOUTNLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulation nd to admit authorized inspectors on premises and in building for necessary inspections. (Signature oftpC, licant or name, if a corporation) S e'? �y"l r -s (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Ge*_-)& A"V t S c7 N (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. a$780 - 1. 1 - SEt� Cot�►b i Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 'eA3 od Sy o w -S IT )c— HouseNumber Street Hamlet County Tax Map No. 1000 Section �i Block Lot S. Subdivision Filed Map No. Lot Y 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy J*4 Z---:I &1t b. Intended use and occupancy I ht ti/k t-- t4a ra 3. Nature of work (check which applicable): New BuildingAddition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost It 1!4C.5 nc:�� , o a Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front '�{2- Rear �-} 2 Depth% Z Height oZA Number of Stories C9- Dimensions 9Dimensions of same structure with alterations or additions: Front 2 Rear 4 2 Depth �{' Height 2<{ Number of Stories a 8. Dimensions of entire new construction: Front Rear �S Depth Z Height 2 A Number of Stories 2 r _ 1 9. Size of lot: Front �Jd� Rear 30Co\ Depth 10. Date of Purchase io Name of Former Owner p� N 11. Zone or use district in which premises are situatedI-7,Jr-�TP*L 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO ✓ 14. Names of Owner of premises EU(aC*•ks 'Df;U15 dress 4366 Sa3t-40 A14— Phone N . (a?j l) 2-7 9 30'7 Name of Architect TbL 7e k c�?i( Address o Say a No 1 & Name of Contractor Se-rr-t�T Ce�tit�" Address i3o v Phone No. 631 29e - /03 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D. BUNCH ��� Notary Public, State of New York (S)He is the No.01BU6185050 (Contractor, Agent, Corporate Officer, etc.)Commission Expires April 14,2� of said owner or owners, and is duly authorized to perform or have performed the said wort; and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi day of 20 Notary Public Signature of Applicant Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-consultant-Conlractor or Other(Circle One) Property OWNER:IPF Different thalAApplicanq Address: a 6 a -44 4 N� Address: � S t J S•t Q Telephone tL,s !U Fac N:.Z4P_g _7 dr,,q Z Telophons l: -43 Fax 01 E-MaS: E-Mail: i PropertV Address: 42 a a so v A+19 Ar!,� Brief Description of COn&uction Activity,Proposed Suuctaral BMPs,5w1 j S.0 T.M.Ih J StabaNution BMPs,Project Scope and/or Sequence of Construction Activity j 1000 /Z t �- (wovWa additional Fagea a Wood) i ix.trw season sink LM Nemo of Confeeetar and/or Contact Person Responsible for Implementation of SWPPP: --j a ------------- Addraaa:p _��j,_r.__I �-___,�_� I Telephone ufke '!O F-0,1.9 .7g�Z ----------------- ,_ _.. ______ sFtt�rt�3�► o a r-dt­JLf1-t ____ _ ,_______ I. Name of Persons Responsible for Installation 8 Maintenance of Erosion Control Practice: cry-t��-n�N ----_ _a __________________.____.____ reaa: ------------------------------------------ Telephonetk Fac# ---------------------------------__-------_- E-Mail: Total Area of Ar � ��-(+ Total Area of Land closing ProjectParcels: andfor Ground Dislurbance: S --------------------------------------------- 1S-F.1ntas) (SF.f Aaae) 1 Project Duration: start End _.._--.,_,......_-------__-..___-- -,--------I------- (Anm ed) `'1 f 4 TS Date: T( L Data: (raonesra C�lenderoeya) ----------------------------- VVIIl this Project Disturbe five(5)or More Acres at Q Any One Time During the Proposed Development? Yes No ---------------------------------------------- HYES:Please Answer the Following! _ _.._,„___, ----.M_.„,..------- ___._.___,.-_____-___-_-_- a. Does the Applicant have a Qualified Inspector On r j Q Staff To Conduct the Required Inspections? No b. Does the SWPPP Indicate How Frequently the Site [ `t Q List the NAMES or description of all Potentially Impacted Waterbodies aad/or Wetlands: Inspections WIN Occur and for What Period of Time? >, No c. Does the SWPPP Adequately Identify All Temporary and/or Permanent Soil StabalizatlonMeasures? t No d. Does the SWPPP Adequately Identify a Complete f Q _._._.._............._.._..._........._....__.._._.._....._.._,.._-_..__.-_...._......_ .__. I Project Phasing Pian? .2S No Status of Impacted Waterbody:(eq.TMDL,303(d)Listed,Impaired_) e. Does the SWPPP Indicate Additional Site Specific Q Q Practices that Will be Utilized to Protect Water Qualtly? Yes No f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Forth for Review r - dy:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland (_. Type of Impacted Welerbo .-.) Q by the Town of Southold 7 Yes No_ CQi�11yPIE D. BUNCH-.........................-f�lot$i Pub[if ate-of __._...._...._.._..._._ STATE.OF NFW YORK, . V COUNTY OF................ ...SS aua i6ed in Suffolk County ••'••-•'-"'�-'•---•-•• Cortlfnissort expires April 14, ..........................being duly sworn,deposes and says that lie/she is the applicant for Permit, Name of indi I signing Document) r. And that he,/she is the ..............Ccs/ f. :r,............................................................... ....... (Owner,Canhactor,'Agent,Corporate CMcer,eta) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said.work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ,�,, ........a .5 . ......._....---clay of... .!!...1 ................._..,20..J� .. ...� . .................i Notary Public: ....!,^- ... ............... (Signature Applicant) SWPPP Assessment FORM: 03-12 oE soulyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road �•ax(631)7616 P.O.Box 1179 roaer.richert(cvtown.sou o • .ny.us G iQ Southold,NY 11971-0959Ol'`C BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: � s . 61 f:;rCT124 C, Name: o,� �v/a/-Z/L/,6 License No.: �7 Address: , o S� "G C_A Phone No.: S b l6 JOBSITE INFORMATION: (*Indicates required information) *Name: E^3 D4 ✓//[�) -S o r *Address: U l jsy� A cJ G—�` ,s 1)%4ZZ Z 7–gC/K— *Cross Street: *Phone No.: 9-V 16 Permit No.: _ 3$ 03-9 Tax Map District: 1000Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YE / NO ough In Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATIQN, bN OCT 1 6 82-Request for Inspection Form woo "NO -7 TOWN OF SOUTHOLD PROPERTY RECORD CARD 0-71 STREETVILLAGE DIST. SUB. LOT ii ,rZo � Q FORMER OWNER N E ACRp C' S W ��� TYPE OF BUILDING - LC�vt�t7 r1 , RES. ., SEAS. VL. FARM COMM. LAND IMP. TOTAL DATE / REMARKS zoc� 9900 14, too ?o - () r kid• u.tv 2CP 0 3900 /3/ 0(V I ` L$ { - - ; v�o l a FRONTAGE ON WATER TILLABLE .fir : < ;< FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL _ .� .... .... 4,/ y` J 9:Y 2 Y ■■■■■■■■■■■■■■■■■mom ■■■■■■■■■■■■■■■■■■■■ ■f�����■�■■■■■lid■�i�1i!% MUM Ext. Walls Interior Finish ■■■■■■■■■iiiiiiiii�i■■ J • ® /r I • -� - , O ••' II • • =��r I • -- ... . CWA:® Floor�� i Rooms 1st SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 �Q ���nUNT`1,�1c August 1, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eugene Davison 4300 Sound Ave Mattituck NY 11952 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) ✓ Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (AII permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38029 —Add itions/Alterati ons 00 ` ,Al KA IL I"AZ ,41 FST..: t * dam:." Ops20 r, ! ` ) 111 ( 2y. -' •� ` :NY F C�41 rr � � �EXIST tiil4) t cE OPF.1FA ttilc � '' ., ••-.,.�;� ��4 ""r ,T� � _t! :F:4Z.L'd`W!'�7.3•kt"li�'�f •j,.+'Tep If qrQ1, 45 j Ow :� .Lr ''i 1 •� ! :C�aQ" tgtia 1 FE M MO,A. t' !�7 q 1, 7 , t Afir144t3�t� 0 C , - •• 1..,, ; � .rte-�,,..c�.t,r. "1,�1.�... 44 50.6 777400 Rl RX 77 s1 J ry '! �.. 7ky, 7 ' r , 1t ' •y i aia� r, .�w�MG 4`a••sr!ifV y. {i�l yOh e� Si.!'�$,' a�'. �� ,., 'E� !`4f64 `.y. CiiL�fi.'1 ..3 EXISTING PROPOSED EXISTING (DORMER) ® to z 0 CC w (yI V ti a Q > V oA z "I o 0 ALL _J°.r;i�! vu WASTEASTE �I &WATER LINES LAVED,TESTING BEFORE COVERING` � PLUMBER CERTIFICATION � ® ® � ON LEAD CONTENT BEFORE CERTIFICATE OFOCCUPAN;:Y ® ® SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% L E—A D. FRONT ELEVATION SCALE: 1/4" = V-0" - CTRICAL, INSPECTION' REQUIRED PROPOSED RETAIN STORM WATER RUNOFF000l� � — PURSUANT TO CHAPTER 236 Co W — _ — OF THE TOWN CODE. z r d J J i zV_ z � f',TE ��� .. J }t.38z9 X o N FEE:�BY. � z m O= r, NOTIFY BUILDING DEPA;'.� Q O : j 765-1802 8 AM TO 4 PM FOR Th_ FOLLOWING INSPECTIONS, 1. FOUNDATION-TWO REOUIREID L11 FOR P9JR 0 CS?,NCRETE LL 2. ROUGH=FROINO,,PLUMBING, O STRAPPING,,ELECTRICAL&CAULKING � � 3. INSULATION a 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE EXISTING REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ' DRAWN BY: 1F T December 27, 201 (3,F NES,® SCALE: 1/4" = V_0" RIGHT ELEVATION 3 � t, SHEET NO: SCALE: 1/4" = V_0" EXISTING PROPOSED PROPOSED EXISTING (DORMER) ® Z 0 H L� w W v �All I I III III / --� Awe I'll I I'd , Z zA � Q o � z 4 o H < REAR ELEVATION " SCALE: 1/4" = V-0" PROPOSED EXISTING - - ® w z - - - - - - - •a Z � ZLo J X t6 Z ao (o C/) cn �- U) W LL O CL DRAWN BY: JF December 27, 201 NE ® �Q � SCALE: 1/4" = 1 -0 LEFT" ELEVATION * ° SHEET NO: SCALE: 1/4" = 1'�-0" �y�k 7 cn Z B C W W V ~ A Q ~ > � Z OAE. Q V) ~ o � z � 0 O A H EXISTING EXISTING MIN.36"X24" ACCESS OPENING (3) 2X10 DF#2 UNDER WALL ABOVE 00 (3)#4 DOWELS 2/2.t �►/ • w W ° (3)#4 DOWELS Z � EXISTING 0 •� Z } v r Z Lo Lu N 4 e vL J6 C(� O O co m � ti Lu /2X10 DF#2 FI @16"OC G z ^ r O >I 1 1'-6'/z" 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.ADJUST HEIGHT ABOVE O 0. O xGRADE FOR FINISHED FLOOR TO MATCH EXISTING EXTERIOR OF d FOUNDATIONS ARE TO BE DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. W 2).FOUNDATION TO HAVE 16"X8"CONCRETE (2X4) KEYWAY FOOTING.FOOTINGS IL ' Oi o0 TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON O v m UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). A 4 3). FOUNDATION SLAB TO BE 2"THICK(CRAWL SPACE). a D A v a v 4).PROVIDE 2X6 ACQSILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES ° ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR a FIBERGLASS SILL GASKET v 9 v •v � v 4 v v 5).PROVIDE 5/8" DIA.ANCHOR BOLTS AT T-O"O.C.AND W/I 1'-0" OF CORNERS, 16X8 1ENT INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A MINIMUM 7" IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLTARE TO 14'-11" BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 70, 6).DOUBLE UP FLOORJOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE DRAWN BY: JF BLOCKING AT 8'-O"O.C.AND MIDSPAN. B NEw April 15, 2013 FOUNDATION PLAN �, ,F yo9 SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-011 c i SHEET NO: O SS cn Z 0 B W W zw' PQ V � 1 1 1 , , W 1 1 1 1 , � 1 1PR Z 59 1 ' 1 1 , 0� 1 1 1 1 1 I Z N � 1 1 1 ' A 0 � 1 1 1 � 1 , 1 , , � 1 1 -------------•---------- H Q EXISTING HOUSE EXISTING GARAGE 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING (VIF) LAV.VENT TO OUTSIDE I 1 1 1 1 - 1 1 00 1 1 1 IL a0 (2) X10 DF 2 UP CLOS 1I 1 , Z EXISTING DECK AND SIDING EXTEND SHED 'n TO BE REMOVED (TYP.) _ 1 1 1 1 J Z (� z W m A N 1 1 Q 11 1 1 r', O ' o FAMILY ROOM aow co 1` 1 1 w Q (VII 1 WALL LEGEND0 CD 1).MATCH EXISTING PLATE HEIGHT. �- r O 2X10 DF# F1 @16"OC Q - --- .--------------, U) L-------------- WALL TO BE REMOVED 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. W x �� ry M 1 1 1 1 1 1 v 1 1 1 1 EXISTING WALL 3), EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 0N r r 1 - NEW WALL 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE of A BLOCKING AT 8'-O"O.C.AND MIDSPAN. a- h NOTE 5).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS [INT.:2X4=4-1/2",2X6=6-1R",EXT.:2X4=4-",2X6=6"] ON EACH SIDE OF OPENING. DIMENSIONS OF NEW WALLS ARE FROM STUDS [EXT./INT.:2X4=3-1/2",2X6=5-1/2"] 6).ALL INTERIOR DROPPED HEADERS HEIGHTS FROM TOP OF FLOOR ARE TO TW2842-2 MATCH WITH DINING ROOM HEADERS. NOTE: 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE . WATERLINE IS E EQ, 1ST. FLO APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 16" FROM BLG OR PLAN HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING_ 14'-11" i DRAWN BY: JF SCALE. .L/4n '— 1�-Q�� 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 WALLS AT R13. April 15, 2013 9). INSULATE EXISTING GARAGE CEILINGS WITH R30 INSULATION. F NEN/y B 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEET RO �sF �,f. SCALE: 1/4" = 1r-0° t 11). INSTALL SMOKE AND CO DETECTORS TO CODE. 9 SHEET NO: . 05 �FES310� Q Z B 0 131-811 7'-10'/2" 4'-0" 7'-11" 4'-0" 71-10'/z" le le le � v CR235 CR235 W4'�.1 3'-10" 6' O" 3'-10" �- A z J 15'-41/4" 15';4'/," W > V 1 1- oO 1 1 Q R P EXISTING 1� �-- M 2'-0" Z1-011 O � � 1 1 { I O 1 A41 A41Ln REPLACE �----� - i i �© '`I T 7'-O LINGLu 0 OPENING X FSI BATH � ° ° STORAGE w F- O PLAY ROOM ' " - Jr1 I � .�-------------------------"- ° I � I 1 U - , ° O `< E { o :/ I _ 1 o cn N 1 -- 7 E - N �� J 1 1 1 10 ez 61-61/211 21-01' 51-0'/2" �� r _ 1 1 1 1 \� 7' 'CEILING 1 I 1 � _1 1 4' 11 1 ,�1 0 ' H2O BASEBOARD HEAT �p v�� N A41 A41 A41 A41 �C7�J 3'-5" 5'-O" 51-0'411 5'-011 31.511 r EXISTING 91-9'/z" EXISTING ` - O ---------------------------- 0 1 1 5'-0" 2-6" 0 1 1 1 1 1 1 1 1 1 1 1 1 M O 0 1111 LU (nCIO 00 M 1 1 1 1 1 1 „ f n `1 !- ----- ------------- -------------------------------------------------------------, ' 0/4 •- -------------------------------------------------------------------------------- ; W V/ � N \101).PLATE HEIGHTATT-O" UNLESS OTHERWISE NOTED. J X J p ao 00 � WALL LEGEND � Q m O °D °O (14 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4-DORMER AND 2X6 ADDITION. z ^ ------------ - ---- WALL TO BE REMOVED O M 3). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 0 CD BEDROOM EXISTING WALL 4).PROVIDE Z-2X6 DF#2 HEADERS OVERALL OPENINGS UNLESS �W NEW WALL OTHERWISE NOTED.ALL OPENINGS OVER 3 FT TO HAVE 2 JACK STUDS �.1.- 00 LU O ON EACH SIDE OF OPENING. O c9 A - w A DIrn MENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 00 [INT:2x4=4-1/2",2x6=6-1/2",EXT:2X4=4-",2x6=6"] APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. DIMENSIONS OF NEW WALLS ARE FROM STUDS rn rn [;EXT/INT.:2X4=3-1/2",2X6=5-1/2'] 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 WALLS AT R13. 7).INSULATE CEILINGS WITH R30 FOR 2X8 AND R21 FOR 2X6.ALL CATHEDRAL 14'-11" SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF r� SHEATHING AND INSULATION. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK.BATH TO BE MOISTURE-RESISTANT B 2ND. FLOOR PLAN 9).INSTALL SMOKE AND CO DETECTORS TO CODE. DRAWN BY: JF SCALE: 1/4" = V-011 April 15, 2013 �F NE 4y y0. SCALE: 1/4" = 1'-0" SHEET NO: 88� C 1' D ="_f=7: - --7- - -- ---------7- - --T- - - --T - - - -- - - - - --�- ' I ' cn 2 N ' ) 6 F ' , ' Z ROOF POCKET ROOF POCKET ' r ✓�Z 1 -1 •- - -- - - -------- 16-OC -—12- 160C- ----12- 1 1 1 fN 1r I N 6 F , ` 1 w �4 ------------------------ -------- --L-f'� Z ' ------ ---- ZX8"RJ�--------- fo ' I @16"OC ' 1 f, I tCA Ei Y' ■ 7 z 12 , ' � : -- -----' ' 2� 4 ---�-------------- ME 1 -- - 1 , t /2X8 DF#2 RR @16"OC , ' I 1 1 , 1 � , 1 ! I 1 1 1 1 1 Lu 1 ' ------------ , •------LL 1 1 - , 1 N 1 1 1 1 1 ' 12 , 1 W z , 1 1 Z L0 1).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA GALVINIZED 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING ''" LAG SCREWS WITH WASHERS AT EACH RAFTER. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT W 0 C'V UNDERLAYMENT IS NOTTO BE LEFT EXPOSED TO ELEMENTS AT END OF THE --� O O coL 1 ; 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. WORK DAY.COVER WITH HEAVY-DUTYTARP UNTIL ALL ROOFING IS Q m = I-- COMPLETE. COMPLETE. ZF. .� , ; 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND (.Z 0 Ci j /2X8 DF#2 RR @� DIRECTLY TO THE DECK ALONG EAVES. 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. v`� a O Co A ' ; USE GALVANIZED (ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT 4).USE 3o#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ LEAST 3/8" DIA HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD, CI) 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT W CUTTING INTO SHINGLE SURFACE. IL , 5). ICE Fr WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS 0 I-_-------------------- -------------------------- a.WITH ROOF AND SIDE WALLS ((YPICAL). 1'�. a. ROOF PLAN / SCALE: 1/4" = V-0" B EXISTING DRAWN BY: JF December 27, 201 AFFECTED AREA: 1714 SQ. FT, N �O¢ EW�- SCALE: 1/4" = 1`-011 DRY WELLS TO BE 10' MIN. @100% RUNOFF, 2" RAIN/HR. = 290 CF 4 AWAY FROM HOUSE SHEET NO: INSTALL. 4 DEEP DRYWELLS ' a 0° o CAPACITY: 338 CF �N�� o �S'3 - ' . 4' r 3- J- 2X10 DF#2 ( II j ' RI GE f � �( I I � , l I �, �( I � 1 • @16,0 . Generated by RIEScheck-Web software I "°STAINCompliance Certificate 2X8 DF#2 C 016"OC l 1 ORWLREWS W/ f 1 f I I , waoOsaEwswU I 1 I I I 1 WASHERS v 12.O.C. I _ – — ( I I , cn 12• i i I i l I ` i II'0.c z LSuffdk CAU rl�l.NLW York '�"�1E osHE"'wNG ' I PWIMTYK s� Fang 2X6 STUD WALL @16"OC caTERNATnnVE:71100sea r y �. D�AMN yM 1/2"CDX SHEATHING 0 'Q r r 1/2^APA RATED SHEATHING J I o I f I I I f I cGRADE�YWOOD osR., UNDERLAYMENTAND {� W �n�= 'aM1aTl�'� per. SIDING TO MATCH EXISTING. z W bAV13IF1 W IW T�RIUCK NIIY YM W 110SORGASSSTEEL ` 1 1 A OR GALWDDDSCVANIZED wasneu @ 1z^ac W I WINDOW SU CmiPRaIa:DA%8w1W711w1 Cover uilblNnnuA:2l2 YwlI,A:,73 4" F ^,– _ LT] V t ,nrllwrwWrr'ea�eewsN�i.N�MeRNreM.wl"�pwrrriwlrrrwrNwsne►Mrr. P47 "=WNW ree•gr..ew.a-4A+."w wAaAW"wwwMa A.TA.. fill Li� 11 ` I I Iy I ZX10 DF#2 FJ @16"OC Z ©Assembly 'lea Or R-Value R-Value nr Door re Q �' 2 ++'I Fbor.A1-YMwO,lu151ffYuic OYlr Unantd.3P 1M7' 30.9 d:D 26 1 I F1=r lw-1NoW JdcNfnwe Ouse'U1=W SPOW 454 30.0 d.0 fl5 fel O !@tf I I VM:Wood Fraw.16YL ez 372 19.0 6.D 117 z J. 54 V w%VMFGM2'P0*W LahE 25 0.310 >! Door.am 21 0.260 6 _ 0 Ddar.GUM 42 1329 13 1 I N1a1:Wood Frane.l61rLaa 562 19.3 OA 29 1i Wkww V100naft 2 QPM!WLMIE 49 0.310 115 00 WMWW MO Franc.2 Pale W LM-E 43 No 113 Q fI I f I I ( I I I C4ing:calewa 194 11.0 fl.0 96 CangralOrSYlwTuin 741 21A D.fl :35 ` 1 � i� I i� I e�IwdMnt TMeP�Pd�dd��dn�,nd1,�� ,��aM�M.1�P1� M.aMl�n � I I y I I I I I I I I y plwwimiw dwbtWpm0appk2b=ThePtpMed'1 191�0eentleignMdbmeetlw2di9NewYod[EnplgyCOMwav7r0n 1210CIy) f 1 y chm � CoftMsluMwnwrct� ure�11>teoaMllomlepy,Irtlnellulsumymgtanalssmdmro,eResD�terslnrPe�On 3/4"SUBFLOOR -- _ - — I I I I I I I ,a1,R_TrM agnah,e Dwe - - --- - ` 3i+.APAP<TWaoo + 2X10 DF#Z FJ @16"OC + 1 sHP�nHING 8" PC WALL ° ZX6 ACC,SILL PLATE I TERMITE SHIELD ` S ti 1 1 ti SSILL SEAL , DAMPPROOF EXT. ° 0 2"CONC.SLAB - 1I I� f I I T I ►� I I 16" 2x+DW+2 SNDS () G. #4 REBAR I I f n r � A�� I� P ,N� RFPwtdaW:12871,2 SECTION A-A f I ( wOOD SaEN/s W1 Dwo wenane: Pa]MI 1 o15 wAs1ERs�u'ac SCALE: 1/4" = V-011 MULTEU PLYWOOD ASSEMnLIES 2•2X+DFM2 STUDS CONNECTED TOGETHER INTER STAINLESS SIS. OR GALWeIIMED"OLTS Wl WASHERS AND NUTS 0 2'-0^O.C- WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. LJ.. 2X10 DF#2 RIDGE W 2X8 DF#2 R @16"OC Q9 22J QQJ LLD 22A 223 22J 22J 2-W 'Q A L22V •J z (DZ � 2X8 DF#Z C)@16"OC — - — W �p Q N 1 Q moi o ° � M a � (0 W 3"0 ROOF VENT O 3/4"SUBFLOOR 11/4 1114Q. 3 1114 1112 "Q LAV. LAV. + C 3" EXISTING FLOOR 2X10 DF#2 FJ @16"OC W � SHO NER FAT, OR I ATH 11/46 1 1141 P 2 m3 C.O.I j C.O. 1 3 40 4 a•c.l SLOPE"1/4"PER FOOT PITCH TO DRAIN HY: IF TRAP RAP E�- ----ATO APROVED DRAWN SEPTIC SYSTEM 3/4"SUBFLOOR —' - — December 27, 201 EXISTING FLOOR 2X10 DF#2 FJ @16"OCPLUMBING SCHEMATIC SCALE: 1/4r = V-0" 2X6 ACQ SILL PLATE 8" PC WAL. N.T.S. o° TERMITE SHIELD DAMPPRO F NE Po 2"CONC.SLAB 1.SILL SEAL S Lij .� c ���� SHEET NO: 16"X8"CONC.FTG. * " SECTION B-B (2)#4 REBAR +S T SCALE•. 1/4" _ V-011 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, Z KING STUDS O � H ENDWALL RAFTER WALL STUD e CRIPPLE STUD BOTTOM PLATE ��yy RIDGE HEADER LEDGER BATHTUB V DOUBLE JOIST �) W SIDEWALL JACK STUDS RAFTER J cA FLOOR USP NUMBER DESCRIPTION APPLICATION < w ✓ V 1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS A CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT Z O HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP LOCATION USP NU BER DESCRIPTION APPLICATION OCATION USP NUMBER DESCRIPTION APPLICATION) RAFTER SIZE USP NUMBER DESCRI ION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADSS ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12-2098.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1145Q4"2098.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6 2x8 LS26 1898.SLOPE HANGER PLY O EACH RAFTER 1 LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. En THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPL STUD 2X10 LS210 18ga.SLOPE HANG R APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE 5 O BLOCKING 024"OC Z �I V] WALL STUD THROUGH ROOF EXHAUST O R VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED Q RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS Q MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION _ TOP PLATE BLOCKING - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING i 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOORJOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - GUTTER ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. / �' THE SPACE VENTILATED. ALL OPENINGS 4'-8- LSTA24 1-1/4"x24"20ge.STRAP AND JACK STUDS +� SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT ON ALL OPENINGS /� PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD INS8"-14" LSTA30 1-114"x30"18ga.STRAP AND ALL4!0"0.C. FLASHING TO JACK ACK STUDS AND SO AS TOFORM CHANNEL MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION A PLICATION OPENINGS OF i4 INCH IN DIMENSION. SOFFITED EAV E ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10.3/4"x 18ga.TYDOWN ANCHOR CONMIECT TO ACTION EACHI RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. i CONNVECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16' LSTA36 1-1/4"x36"18ge.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8'x 20ga.TYDOWN ANCHOR ON ALL OPENINGS /',% KEEP ROOFING NAILS OUT EACHI RAFTER SOFFITED EAVE DETAIL 2ND.FLOOR WALL ���� , OF FLASHING .�� ROOFING LAPS BASE L'L FLASHING 4INGHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE LAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT 'rl WOOD JOIST TOP PLATE Nei\ SIDE WALL FLASHING GIRDERIHEADER 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WIDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL£AVE5,51DEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES–PROVIDE HEMMED EDGES SO RAFTERS INSTALL 47 O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUM13ERI DESCRIPTION APPLICATIION PRE-MANUFACTURED ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTERIPLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4!0"0 C. RAFTER TO PLATE OVER RIDGE TO AIR THE n/ 8'-16' MSTA48 1-114"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS LJ.. ON ALL OPENINGS EF:JWALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE.E REDUCE BUMP OUTS W W DBL.SILL PLATE z TERMITE SHIELD F SUBFLOOR SILL GASKET NEOPRE —F WOOD JOISTS TYP.GONG.FOUNDATION n CONC.SLAB GASKET - ' ^` I j °J Z (D Lo DAMPPROOF EXTERIOR 6 MIL.POLY v, i T– � 4x6/2x8 CONTINUOUS WOOD PLATELo to EMIL POLY ON EXTERIOR p ` GRANULAR FILL ° /, Pp ` - 1 - ` I/�BOLTED I .T BOLTS 48 o e'TSTAG. J X ° v STEEL COLUMN i Q I a cQ m !` o CONC.SLAB p e°° ROOF JACK h ` i i STEEL BEAM O to ° o p - // 1 ° COMPACT FILL �� 4"x 1/4"x 8"STEEL Z I-- ROOFING LAPS `� TOP AND BOTTOM PLATE O O M ° a p FLASHING AT a. O CV) KEYWAY FOOTING o v n ° C•, p C GONG.FTG.–----► p Q•p L o" USE WITH 3x3 SQUARE,WASHERS SIDES AND TOP �\ MIT GROUT 6"ANCHOR BOLT o ANCHOR BOLT CONNECTION (USP LSPS58 OR MP583) REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT 3"STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS _ i � (10 KIPS SILL PLATE TO FOUNDATIONROOFING AT BOTTOM ,, CRAWL SPACE OR FOUNDATION 1 STORY 72"OC u— SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL Q WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CONE.FOUNDATION.APPLY PILASTERS MIN,3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL 01- CONC.SLAB / I DOOR FRAME - r---SUBFLOOR 6X610110 WWM COMPACT FILL ' DOOR 0---JOIST ' USE 2XS 17 4"$LAB I FOR BLOCKOUT STEEL BEAM P.T,PLATE /' W/6Wa U1NIM. 4"0RIVEWlAY NOTCH JOIST AND ADJUST HEIGHT 1/2"AIR ALE �`� < I '�� ,�, (WITH A NAILING PLATE IF NEEDED) AT END AND e .• v. : • TO BE APROX.1/2"OR HIGHER THAN DES OF WOOD ' STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE o cf 4 -z C -u '-' a BEAMS (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12' 6X6 W.W.M. e a a a– d ° – • 4 �• >-• C•,Q _ MIN. e� 'e ° REINFORCING BAR •4 l)'p A'i ° • e ^ �• r--SUBFLOOR DRAWN BY: JF ° • NOTCH BEAM FOR MUDSILL IF REQUIRED--M/AXIMUM p p a O i • REINFORCING BAR a.° NOTCH EQUALS 1/4 DEPTH Of BEAM 4 G• > _11 DIST DRAIN TILE I12" ,I.I •p SHEET METAL/300 FELT UNDER BEAM AT POINT • 4 l) �•��•� December 27 201 3.. OF CONTACT WITH CONCRETE OR CONC.BLOCK STEEL BEAM TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)x4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° °A SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEA REINFORCE FOOTING WITH(2)+4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOGKOUTn —��©� N SCALE: 1/4 — 1 -0n BEAM POCKET SHEET NO: G : GENERAL �"fiGJ' WIND FRAMING NOTES NAILING SCHEDULE cc PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING c CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT Z 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION O intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH y 9 9 P P TOE-NAIL H for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND CURRENT SBG HIGH WINP EpItION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL AM� sound and a weatherproof completed product. shalt be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER F 0OR PLANS CR 55 SECTION AND GENERAL NOTES s.1.. W OVER PARTITION WFCM-SBC LAP NAIL EXT, BALCONIES 60 W V 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 'Z meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL 40 W These codes are to be considered as part of the specifications for this building and accordance with table 3,3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10 J Q W should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GRDUNp SNOW LOAD) 20 2-16d COMMON 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL A First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (OTHER THAN SLEEPING) 40 'Z, ROOMS (SLEEPING) 30 Z O 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches to concrete WALL FRAMING: STAIRS 4.0 Q 0 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 Inches in masonry block foundations,or lapped under NAIL NAIL > O construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) 200 c/) precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt Qom'• SPACING Z P P 9 P q EXPOSURE GATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION �•.{ 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) TAIL PACs 4 GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE H 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and Sym-` P g HEADER TO 16'O.C. FACE FIRE PROTECTION SEE FLOOR PLANS 7).The General Contractor is to consult with the owner for all built-in items 112 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 16d COMMON (SMOKEt CO2 ETECTORSJ such as bookcases,shelving,pantry,Closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Q in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS R SCHECK 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meetthe requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA plans,elevations,details and notes to END JOIST OR BLOCKING 1 .The General Contractor and Mason to review length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 P GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT[HAZARDS FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED NAIL NAIL 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 NONE concrete or mason walls in exterior or unheated interior areas. 4-ad COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: masonry 9 $).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-8d COMMON be installed with#4 re-bar,1$"long at 12"o.c..Use approved epoxy for installation. 'Ndh table 3.5.Window silt plates shall be have steel connectors in accordance with table 70 JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING FJ�1CH TOE 5).Unless otherwise noted,all slabs on rade to be 3500 s.i..Concrete to be 2-Sd COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 9 P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: o Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6'O.C. 8d COMMON 12"O.C. SEE NOTES:1(BOTH FIELDS) to he minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3-i 6d COMMON @ @ 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE IGABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @4"O.C.1 8d COMMON @ 4"O.C. I SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area, attached with the above requirements. TO BEAM JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber_ BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be gafvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, AND JOIST TO: 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. B 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES g 2).Tabulated 12 inch o.c,nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. F SHEATHING:G: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL (� Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. W below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 31.8 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. STRUCTURAL PANEL 8d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Z Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. z CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless notedAT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION J (0 d Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) Z Z 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. � 4).Unless otherwise noted,all bearin wall headers to be 2 2x10#2+BTR.Dou .Fir. where needed_ GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD LLI ip 13 CV g O 9 WALLBOARD 5d COOLERS 10"O.0.(FIELD INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.C. SEE NOTE:3 ' Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all @ @ J X J t,0 6).Concrete piers shall be a minimum 6"above grade. WALL SHEATHING: _ openings.LVL headers to have(3)jack studs and(2)full length studs on each side of Q m � � openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES 7),All joists to be supported with hangers and anchors.Each Joist shall also be anchored ,� Z � openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 89.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r and blocking where applicable. QTY. SPACING O dO cMo $).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall (n (n 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCMI-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.,EDGE 6d COMMON 2.Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with w 6}.Double up floorjoists under walls that run parallel to the floor joist and under bathtubs. 1),All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6 O.C.,FIELD 1 P 9 9 9 � G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. O Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C._EDGE 1� 5d COOLERS on plans. WALLBOARD 10"O.0 .FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 1y,� 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: v Ce 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists NOTE: (1 under all bearing walls, 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C..FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick, 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 4-ply Fir NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. --- 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED'TO IF 10).Unless otherwise noted use 314"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed eq HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. equipment supplier. P 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structulral 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor DRAWN BY: JF to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructedusing parallel rows of studs or staggered studs. December27, 201 approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall beermitted ! to be reduced toll-16d nail per foot. � 2).At all interconnections between concealed vertical'and horizontal spaces such as occur at soffits, �r = 1 r-B�� �� 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 drop ceilings and cove ceilings. 0F NESCALE: 1/4 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. ��1Scy O 3).In concealed spaces between Stair stringers at the top and bottom of the run.Enclosed spaces : under stairs shall comply with N.Y.S.Residential Code. " SHEET NO: 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of combustion. o (` 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. ";� v y��y0