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HomeMy WebLinkAbout39160-Zs OtPI ,prb A'. Town of Southold 2/25/2015 P.O. Box 1179 53095 Main Rd Southold, New York 11971 !.,. XT i,l "'l.S Yt CERTIFICATE OF OCCUPANCY No: 37447 Date: 2/25/2015 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 390 Mechanic St, Southold, SCTM #: 473889 Sec/Block/Lot: 61.4-15.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/27/2014 pursuant to which Building Permit No. 39160 dated 9/9/2014 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: ACCESSORY BUILDING WITH OUTDOOR SHOWER STALL AS APPLIED FOR The certificate is issued to Rowe, Trevor & Derosier, Lois (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39160 02-24-2015 A thor' ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 #: 39160 Date: 9/9/2014 Permission is hereby granted to: Rowe, Trevor & Derosier, Lois PO BOX 637 Southold, NY 11971 To: Demolition of an existing accessory garage and construction of a heated accessory building as applied for At premises located at: 390 Mechanic St, Southold SCTM # 473889 Sec/Block/Lot # 61.4-15.1 Pursuant to application dated To expire on 3/10/2016. Fees: 8/27/2014 and approved by the Building Inspector. DEMOLITION $157.60 ACCESSORY $234.40 CO - ACCESSORY BUILDING $50.00 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. 217 7,e New Construction: Q, Old or Pre-existing Building: (check one) ( Location of Property: 3 l i G /QJII l� C) b �%�-en p House No. Street Hamlet Owner or Owners of Pro rty i Suffolk County Tax Map No 1000, Section/ 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: (check one) Fee Submitted: $ b 16-1 Applicant Sig ture Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 4oF SOUIyo� C/21 ��DUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roper. riche rt(aD-town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Trevor Rowe Address: 390 Mechanic Street City: Southold St: New York Zip: 11971 Building Permit #: 39160 Section: 61 Block: 4 Lot: 15.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: R.J. CoraZZini Electric License No: 33419 -ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage X Service 1 ph Heat GAS Duplec Recpt 8 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: "Accessory Building", 1- Paddle Fan Notes Inspector Signature: Date: February 24, 2015 Electrical Compliance Form.xls ,� 7/(,00 i-. —� - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION J FOU ATION 1ST ] NDATION 2ND FRAMING / STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: l; [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) LIKING DATE VINSPECTOR T '/' ( Of SOUjyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] 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 -INSPECTOR- G I � Q llCo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] F NDATION 2ND [ FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [ ] R H PLUMBING [ INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION I I FIRE RESIs'rarrt vENErnaatwN I l ELECTRICAL (FINAL) [ ]CAULKING DATE �y 2l- � INSPECTOR_2y!:�:`� l�` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [UGN PLUMBING IV INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION I 1 ELECTRICAL (FINAL) [ ]CAULKING DATE � �-INSPECTOR�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION IST [ ] RQNGN PLUMBING [ ]FOUNDATION 2ND IV INSULATION [ ]FRAMING /STRAPPING [ ]FINAL 4 '3o ty-,-e�' d [ ]FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION I ] FIRE RESISTANT CONSTRUCTION [ ] FOIE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATI REMARKS: [ ] ELECTRICAL (FINAL) ] CAULKING DATE 1 � INSPECTOR2 � pF SO(/r�o� O _ � coumi - l\ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ]ROUGH PLUMBING [ ]INSULATION [ ]FINAL [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) [ ]CAULKING rlAwi- 6K, DATE � � �S INSPECTORS of SOpT�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION Q0uwQltc. [ ] ROUGH PLUMBING [ ] IN TION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE � O -L' � INSPECTOR: November 4, 2014 Southold Town Building Department Southold Town Annex Southold, NY 11971 To the Building Department: Re: Rowe Accessory Building (--I [ U 0 This letter is to certify my 11/4/14 inspection of the foundation installation at the accessory building on the property of Trevor Rowe and Lois Derosier, 390 Mechanic Street, Southold, NY. The foundation/ stem walls are in accordance with and conform substantially to the code requirements set forth in the 2010 Residential Code of New York State. Sincerely, 4"t Anne Surchin, R.A. P. svq\ d v k y� 01900 yOQ r1l,r) MAL WkWormm : / � .SVA "24 rn y, ROUGH FRAN=Q PLUMING �� r'�S ;� � ✓tom 1• INSUIA-TION PEA N. STATE ENERGY • I r1l,r) MAL WkWormm : / � .SVA "24 rn y, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 20 Approved Disapproved a/c 20 Expiration i BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO.� ,� Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey �_OP -1 - (-cAy`) C Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date Zv° ', 20J�L INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulati and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applic nt or name, if a corporation) _s-7. r (Mailing addfess of applicant) 1$-1 7 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises V d (� �� (,t� �' -y— Zy 1.5 �i�LD 5 !€l (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No.„i / I of land on House Number Street will be done: '1/ G �T. Hamlet County Tax Map No. 1000 Section 0/ Block T Lot / S Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy/ A) , Z 5b. n ended use and occupancy f (,r%� ZZ AL(� 3. Nature of work (check which applicable): New Building Addition ✓ Alteration ✓ Repair Removal Demolition t_— Other Work _ (Description) 4. Estimated Cost_ (09 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units i 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. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear �q . �� / Depth 10. Date of Purchase Name of Former Owner 11. 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 premised FYa2 Name of Name of V0 rGt/ c P one No. 7 6 S S7? 69 ,a , 1glone No Phone No. 15 a Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 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 l / ) Gl%4f-- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1, day of .4' 20 CONNIE D. BUNCH 1Y R11 State of New Notary Public No. 01 BU6185050 Signature of Applicant Qualified in Suffolk County Commission Expires April 14, 2 �%� Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 roaer.richertCaO`wi so 6utg5o9d.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- <�Or/�� z,r� ._. Date: Company Name: ✓7� Cosa zz, �« ��, G4r' _ _ Name: 11?6�.�� License No.: 3 Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: ��2 Tax -Map District: 1000 Section: r/� % Block: Z *BRIEF DESCRIPTION OF WORK (Please Print Clearly) n Cd Lot: / / (Please Circle All That Apply) *Is job ready for inspection: YE / N (�ough In Final *Do you need a Temp Certificate: YES O Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: �.-:- Re= nrle t--tfn rg -17 _ umber of Meters Change of Service Overhead �1 Additional lnforn)�tibn. - -- -- YMENT DUE WITH APPLICATION Y 82=Request for In 1pection Forrrt I ,� - , v- Scott A. Russell �ao su�q,r T�ol[] .JW ATIEIR, MANAGEMENT ENT SUPERVISOR � SOUTHOLDTOWN HALL -P. O. Box 1179 "own of Southold 53095 Main Road - SOUTHOLD, NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT-WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INV OF tHE pvr�vwaivv: s (CHECK ALL THAT APPLY) Yes No D6A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E]Lj B. Excavation or filling involving more than 200 cubic yards-of material within any parcel or any contiguous area. } E]3 C. Site preparation on slopes which exceed 10 feet vertical rise to i• 10.0 feet of horizontal distance. 0 (�D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ,�,.�..,/ erosion hazard area. El 1. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. i E F. Installation of new -or resurfaced impervious surfaces of 1,000 square . ' feet or more, unless prior approval of a Stormwater Management t Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tau Map Number! Chapter 236 does not apply to your project.. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. - — -- - -=— --- —=- - - ---_ --- -- - Date: S.C.T.M. 1000 APPLICANT_ pettyOw�ne�r, Design Professional, Agent, 'Contractor, Other) = / District �y NAME (/� V o �d W %� �l / t Section Block Lot G., J FOR BUILDING DEI'ARTiL-.)yT USE ON Contact Information: fflkp "rtum° t Reviewed By: Date- Property Address / Location of Construction Work:_ — — — — — — — — — — — — — — Approved for processing Building Permi . G — Stormwater Management Control Plan Not Required. J ❑Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM - SMCP - TOS MAY 2014 T04", F SOUTHOLD PROPERTY RECORD CARD OWNER T ET VILLAGE DIST. SUB. LOT ORMER N R N on 11 E ACR. f t 4 4[ ti"� ' ! W � TYPE OF BUILDING Y d RES.SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS J C) / G% 4 o v3s- a 43 - 3 d I.A l r g - L 1 t. t 9 --� {t I ?x A 4- hde 4-b.L, - ©5 -71. 1-6a Vjvgn o ssi�C AGE BUILDING CONDITION - NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD - 8. 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MII wn �ti6wdoo indicued hereau s ride cnmPsnT• govemmenul Id 6d.+1f su the rhe e[ertioo building of 1i°T° �sIM+W� not ttrlilf d is p , d. and an s owner+. tmeing nssiruuon lived h b,k o ition.l iaeraeioa a suM,V°,° ,m7 ttansf,sa rsf �i pyemerrrs of record oa 6�T Lerrifrwdon is oa Un.arhnrieel .lrcrari°^ �� of shin saner is + viol,tion d" dawn � CD L.S. n< he New �ate> DONALD J TASE, MAP l PROPERTY _SUCCESSOR To SOLlTNOI D s,T"AT`--"'— oz RIC►+ARD W IIL14 r, LIA µD ASIA uNu sua� oLD K T- y � l.i '1 -.K T. 11717 TORN tx-SOL/Tt% C. -W, 2 S."„ N. .1193 9 A�°eiels°°. � 3'91u Ill ,4u4L/S � _ a - ul�+crw F ;rg$A f e co �Nf f RcWtIll T CinNr Twl e7 +~ s coR TQ _ NOT THANE IL6 �` Fi/J.4PON%Y CO- t' n 7 KRffNpUJ SFClJ2�NN�/TLf 5.d1'1N4S5 BANK 7 yyArAhd.wTM T m :`fit 6D—y JOo No, REScheck Software Version 4.5.0 Compliance Certificate Project Accessory Building Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 9% Climate Zone: 4 (5750 HDD) Permit Date: It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 390 Mechanic Street Trever Rowe Joseph Fischetti Southold, NY 11971 1725 Hobart Road 76 Southold, NY 11971 58 631-765-2954 Compliance: Passes using UA trade-off Compliance: 5.7% Better Than Code Maximum UA: 141 Your UA: 133 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Ceiling 1: Cathedral Ceiling 336 25.0 0.0 0.041 14 Wall 1: Wood Frame, 16" o.c. 608 21.0 0.0 0.057 29 Window 1: Vinyl Frame:Double Pane with Low -E Door 1: Solid Floor 1: Slab -On -Grade: Unheated Insulation depth: 2.0' Compliance Statement. The proposed building design des calculations submitted with the permit application. The pro Conservation Construction Code requir ments in REScheck the heck I p Che kli �` � L- Nama _ Titl se 52 0.360 19 42 0.320 13 76 10.0 0.767 58 cri with the building plans, specifications, and other p n� 6 esigned to meet the 2010 New York Energy with the mandatory requirements listed in * Date 'U Q 052���'° S It Project Title: Accessory Building Report date: 08/20/14 Data filename: C:\Users\Administrator\Documents\REScheck\Rowe.rck Pagel of 1 LEFT ELEVATION SCALE: 1/4" = V-0" REAR ELEVATION SCALE: 1/4" = V-0" �t- O 0o FRONT ELEVATION SCALE: 1/4" = V-0" RIGHT ELEVATION SCALE: 1/4" = V-0" 0 Z . w Z C z w Jw 11� J 111 Q mom :D l p co 111 a }-r4Z0 �W cr Owv 0xx d'b � IIIc 111 cn w V cn V X11; Q 11� ila� dii LEFT ELEVATION SCALE: 1/4" = V-0" REAR ELEVATION SCALE: 1/4" = V-0" �t- O 0o FRONT ELEVATION SCALE: 1/4" = V-0" RIGHT ELEVATION SCALE: 1/4" = V-0" 0 Z . w Z C z w Jw J X, Q mom :D v� co P4VA a }-r4Z0 �W cr Owv 0xx d'b � cn�wo cn cn w V cn V Q DRAWN BY: IF 12/2/2014 SCALE: 1/4" = V-0" SHEET NO: w . w Z 'J z Zln J X, Q mom O� j �O(o �W O d'b � DRAWN BY: IF 12/2/2014 SCALE: 1/4" = V-0" SHEET NO: 16" OH MINE •----------------------------- ------------------- - - ------------ - - - - - - ----------- - - D , I I I I 1 1 1 I I h l I I I ' U I I 1 I I O I I I ' I � I I 1 1 I 1 1 al 0 1 • ' 1 � I 4" CONC. 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(2) #4 REBAR CROSS SECTION SCALE: 1/4" = V-0" 0 d- 241 -011 •------------------------------------------------------------------------1- 241-011 FOUNDATION PLAN - 71-211 TW3046-2 (2) 2X8 HDR. SCALE: 1/4" = 1f-011 am OUTDOOR SHOWER 31-811 Lf) AN21 M C- J 40 O ' 0 n _ CATHEDRAL 3 X m CEILING 2X6 DF#2 STUD WALL @ 16" OC (TYP.) 1/2" SHTG., UNDERLAYMENTw/ SDG. MINE n------------------------------------------------------------------ 8" PC WALL Z D , (2) 16"X8" CONC. FTG. 1 1 1 (2) #4 REBAR I1a I/ I I I I l I ' T BELOW GRADE ' , • I ' I � I I 1 1 I 1 1 al 0 1 • ' 1 � I 4" CONC. SLAB ' 7 � A I 1 I ' r 1 1 I I ' , I • , 1 I I � , I 1 I � I � ' ' ' 1 ------------------------------------------------------------------- w 4 vv n 241-011 FOUNDATION PLAN - 71-211 TW3046-2 (2) 2X8 HDR. SCALE: 1/4" = 1f-011 am OUTDOOR SHOWER 31-811 Lf) AN21 M C- J 40 O ' 0 n _ CATHEDRAL 3 X m CEILING 2X6 DF#2 STUD WALL @ 16" OC (TYP.) 1/2" SHTG., UNDERLAYMENTw/ SDG. 121-011 WW'"wa�i fltvrs w/ •,x'4C i.xWenrwwn,�.wue xw.•x sus 4.1"enc. 14.xrc" wxx" nu"� srxxi MGr1�x2F�•w3 W/ WN"EK • zr 4x WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TAKE 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/I6' AND MAKIMUM PANEL SPANOF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1601.1.4, 1601.6.5 AND TABLE 1601.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTIGN CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST IF 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 OVERHARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. O N (2) 2X8 HDR. TW3046 (2) 2X8 HDR. H CLOSET 11 2--4n 2'-4" 71 II 10'-311 12'-0" FLOOR PLAN SCALE: 1/4" = 1'-0" I� MINE Z HIM J41 1 1 1 I Ij I 11 11 IIIl I1a I/ I I I I l • '1 11 l � w W p� 0 121-011 WW'"wa�i fltvrs w/ •,x'4C i.xWenrwwn,�.wue xw.•x sus 4.1"enc. 14.xrc" wxx" nu"� srxxi MGr1�x2F�•w3 W/ WN"EK • zr 4x WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TAKE 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/I6' AND MAKIMUM PANEL SPANOF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1601.1.4, 1601.6.5 AND TABLE 1601.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTIGN CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST IF 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 OVERHARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. O N (2) 2X8 HDR. TW3046 (2) 2X8 HDR. H CLOSET 11 2--4n 2'-4" 71 II 10'-311 12'-0" FLOOR PLAN SCALE: 1/4" = 1'-0" I� Z 1 J41 1 1 1 I Ij I 11 11 IIIl I1a I/ I I I I l • '1 11 l M G4VNW.. �sw,ws w, w 4,r4c 1? NM Ml.lL1W4'xC — 4�NE nrvwaa (NTIINTIVM1F)/IP.Sa) b M I C� 0 0 I n 0 I n -o r ; 052'5"� 14. Irwc �x�.x�,w..• lwmrunwvxxnr ual 0 Z H oil 14. Irwc �x�.x�,w..• lwmrunwvxxnr ual 0 Z H [� � w W p� 0 V A 0 cr0xx OwV Chn w w V � V Q W Z 'J z Lu �n Z� d� J XJL6 z m0� p o� a0(0 U) w LL. DRAWN BY: ]F 12/2/2014 SCALE: 1/4" = 11-0" SHEET NO: APPE? VED . ' M'KI) 'E D DAT - �� E>.P. #3� I�O� 1m FEE:_ g NOTIFY BUILD'NG; ,1�ENT AT 765-1802 8 AM TO 4 PPS FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REOU'RED FOR POURED CONCRETE 2. ROUGH - FRAMING h PLUMEING 3. INSULATION 4. FINAL - CONSTRUCTION! MUST BE CCMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 0 00 CO'.71Y G 11 H ALL CODES OF NEW Yui ;<"i"� &TOWN CODES AS RE^ _ _ I�"�f 11 ,ni�� i�/iAll'11T1�►'. ... soi } �' fMl LEFT ELEVATION- SCALE: 1/4" = V-0" FRONT ELEVATION SCALE: 1/4" = V-0" A a O x 0 -- -- - --- --- - - -- 0f � W Z_ .� Z zu, a' J X-jLh -- -- -- Q O O cp Z 0 (n 03 a: O v u 0 0 u- 00 00 IT a - REAR ELEVATION SCALE: 1/4" = V-0" RIGHT ELEVATION SCALE: 1/4" = V-0" DRAWN BY: JF 8/20/2014 °� N' 8/20/2014 SCALE: 1/4" = V-0" SHEET NO: a 3 u 11;1 111, 11,1 111 LEFT ELEVATION- SCALE: 1/4" = V-0" FRONT ELEVATION SCALE: 1/4" = V-0" A a O x 0 -- -- - --- --- - - -- 0f � W Z_ .� Z zu, a' J X-jLh -- -- -- Q O O cp Z 0 (n 03 a: O v u 0 0 u- 00 00 IT a - REAR ELEVATION SCALE: 1/4" = V-0" RIGHT ELEVATION SCALE: 1/4" = V-0" DRAWN BY: JF 8/20/2014 °� N' 8/20/2014 SCALE: 1/4" = V-0" SHEET NO: a 3 3rOC 2X4 IIFPZ�, SRIDC 16' OH e/ ALVNI OR GALVANIZED -P ----------------------L--------------------------------- r-----------------------------------------------------------------------• Ir-------------------------------------------------------------------11 �w�wel,��aw�ws•ri�B��Bwswss,a;u =10 1 1 11 ' i(2) 16"Xb" CONIC. FTG. WOOS m W/ WA7MRS fU li' O.G NMI 1 1 1 1 11 I I 1 1 11 I I I�1 /I U 0 ' 1 1 1 1 I I tf) 1 I 1 ' I I I I 11 1 1 X-16 �j O II I I ' 1 I ' 1 11 ' ' LL 1' II 11 1 1 1 � I 1 1 I II II II , , 1 O t -i 11 II II ' X I „ II 1 � N I I 11 II , -------------------------------- -------__-•-_--------_---------- L-------------------------------- 11 i (2) 1-3/4X16 ML RIDGE BEAM Q II II 11 II I I lJ II 0 11 11 1 1 II II � 11 ii II � 12 II II LL II 11 0 II II II O 11 II II X 11 II N II ROOF PLAN SCALE: 1/4" = V-0" 12 �O (2)1-3/4X16 MRI ML RIDGE a� XNO R25 INSULATION 2X6 DF#2 STUD WALL @16"OC,1/2" SHTG. QO R21 INSULATION 4" CONC. S EXPANSION REINFORC 10 NT wl 6X6 10/10 RIO DOWBOARD INSULATION �• b" PC WALL m •. 16"X8" CONC. FTG. (2) #4 REBAR CROSS SECTION 3/4- MA PLYWOOD —SHEATHING SCALE: 1/4" = V-0" Ir .11 STATNM STEEL e/ ALVNI OR GALVANIZED -P ----------------------L--------------------------------- WOOD IN/ W( �w�wel,��aw�ws•ri�B��Bwswss,a;u =10 OR fi1LV W ON ' i(2) 16"Xb" CONIC. FTG. WOOS m W/ WA7MRS fU li' O.G NMI ��ww� 1 , I�1 /I ' 1 T BELOW GRADE ' I� tf) 1 I 1 ' 1 I X-16 O 1 ' 1 I ' 1 I 1 4 I ' ' 1 I 1' ; 4" CONIC. SLAB ' 1 1 1 ' ' I 1 1 I I 1 1 ' ' ' , , 1 U���Li�Jiwwi\�J t -i W 1 ' I I al i. 3/4- MA PLYWOOD —SHEATHING SCALE: 1/4" = V-0" Ir .11 STATNM STEEL e/ ALVNI OR GALVANIZED -P ----------------------L--------------------------------- WOOD IN/ W( Nt STAINLESS wATHETIs • 1r o.c OR fi1LV W ON ' i(2) 16"Xb" CONIC. FTG. WOOS m W/ WA7MRS fU li' O.G ' I I MULTIPLE PLYWOOD AS]MLRS 2 • 2%4 DFA2 SNOB (ANNECTIM TOGETHER WITH STAINI ESS STB•. OR GALVINIZED IOLTS W/ WASRS "NRS! 2'4* CC WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ' e/ e -P ----------------------L--------------------------------- z I b" ' 1 ' i(2) 16"Xb" CONIC. FTG. C ' I � (2) 1!4 REBAR 1 , I�1 /I ' 1 T BELOW GRADE ' I tf) 1 I 1 ' 1 I X-16 O 1 ' 1 I ' 1 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 i 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. TIL STAINLESS STEL OR GALVANIZE! WOOD ]GEMS w/ WA*"s! lr o.c In' APA MTID SHEATHING —GRADE PLYM M (ALT.INATMVE: 7/I6* OS.BJ SILL 1� TD SHEATHM GRACE PLYMDO! (ALTEANATWINE: 7/16'011,L) _o r 0 V' l� 1 I 1 I I 1 1 24'-0" r 1 ----------------------------------------------------------------------- 1-1-" -P ----------------------L--------------------------------- z I b" ' 1 ' i(2) 16"Xb" CONIC. FTG. C ' I � (2) 1!4 REBAR 1 , V'n zCO ' 1 T BELOW GRADE ' I tf) ' I 1 ' 1 I SILL 1� TD SHEATHM GRACE PLYMDO! (ALTEANATWINE: 7/16'011,L) _o r 0 V' l� 1 I 1 I I 1 1 24'-0" r 1 ----------------------------------------------------------------------- - ---------------------------------- L---------------------------------- 1 1 24'-O" 1 1 I 1 0 FOUNDATION PLAN SCALE: 1/4" = V-0" 1 I 1I 11 ' 1 11 1 3 -O 11I-0 6 -4 le 3 -811 00 1 1 1 TW3046 TW3046 AN21 121-011 L 121-011 --' FLOOR PLAN SCALE: 1/4" = V-0" b O r` O r, V 1-1-" -P ----------------------L--------------------------------- z I b" ' 1 ' i(2) 16"Xb" CONIC. FTG. 1 ' I � (2) 1!4 REBAR 1 , V'n zCO ' 1 T BELOW GRADE ' I tf) ' I 1 ' 1 I X-16 O 1 ' 1 I ' 1 I 1 4 I ' ' 1 I 1' ; 4" CONIC. SLAB ' 1 1 1 ' ' I 1 1 I I 1 1 ' ' ' , , 1 `^^ t -i W 1 ' I I ' I 1 � ' ' I I 4 1 I , -------------------------------- -------__-•-_--------_---------- L-------------------------------- 71--, v • I -Q I �. - . a n v . I ,Q I s, . n v . I V I `7 • I V i i - ---------------------------------- L---------------------------------- 1 1 24'-O" 1 1 I 1 0 FOUNDATION PLAN SCALE: 1/4" = V-0" 1 I 1I 11 ' 1 11 1 3 -O 11I-0 6 -4 le 3 -811 00 1 1 1 TW3046 TW3046 AN21 121-011 L 121-011 --' FLOOR PLAN SCALE: 1/4" = V-0" b O r` O r, V 1-1-" (� � aC3 z z V'n zCO Z Jw tf) � H E, X-16 O mor - co P4 a ODM V O �0 Owv LL 0 `^^ t -i W ch V / W a\CIO V Q . 1-1-" (� � aC3 W z V'n zCO Z tf) 04 J X-16 mor - z O ODM V Ii0� LL 0 DRAWN BY: JF 8/20/2014 SCALE: 1/4" = 1'-0" SHEET NO: 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. SIDEWALL KING STUDS )WALL I CRIPPLE STUD FLOOR USP NUMBER DESCRIPTION APPLICATION 1 ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 4--l' LSTA24 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS ROOF JACK ROOFING TO AVOID SOAKING EACH RAFTER CONNECT TO 1 SIDE OF ALL CORNERS ON 2 STORIES ' FLASHING TO FORM CHANNEL HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ANCHOR PLATES OF 1 ST. FLOOR. CONNECT THROUGH FLASHING AT KEEP ROOFING NAILS OUT V J THE FLOORS TO EACH OTHER WI THREADED ROD. WALL STU[ METAL STRAP SIA1140 W SILL PLATE(S) FOUNDATION STAPPING TO BE ATTACHED TO WALL STUDS L849"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION RT10 FINISH WALL AND MOISTURE SILL PLATE TO FOUNDATION INSTALL 4'O" O.C. 4--l' LSTA24 1-1/4'x24" 20ga. STRAP AND JACK STUDS ROOF JACK ROOFING TO AVOID SOAKING EACH RAFTER ON ALL OPENINGS 2 STORIES ' FLASHING TO FORM CHANNEL ^ INSTALL 4'O' O.C. 8"- 14" LSTA30 1-1/4"40" 19ga. STRAP AND JACK STUDS FLASHING AT KEEP ROOFING NAILS OUT V J ON ALL OPENINGS SIDES AND TOP ROOFING LAPS BASE V INSTALL 4'0' O.C. 14• - 16" LSTA36 1-114"x36" 19ga. STRAP AND JACK STUDS �0 SIDES 4 INCHES AND UPS ON ALL OPENINGS 2ND. 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS Ca4V'OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION RT10 FINISH WALL AND MOISTURE SILL PLATE TO FOUNDATION INSTALL 4'0' O.C. 4--l' LSTA36 1-1/4"x36" 12ga. STRAP AND JACK STUDS ROOF JACK ROOFING TO AVOID SOAKING EACH RAFTER ON ALL OPENINGS 2 STORIES ' FLASHING TO FORM CHANNEL ^ INSTALL 4'0' O.C. 111!"- 16' MSTA48 1-1/4•x48.18ga. STRAP AND JACK STUDS FLASHING AT KEEP ROOFING NAILS OUT V J ON ALL OPENINGS TYP. CONC. FOUNDATION n CONC. SLAB DAMPPROOF EXTERIOR 6 MIL. POLY 6MIL POLY ON EXTERIOR GRANULAR FILL v � � KEYWAY FOOTING ► V A • � ^ 4 REINFORCING BAR DRAIN TILE p TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC. SLAB 6X6 10/10 WWM COMPACT FILL DRAIN TILE I- - 12" TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) -4 REINFORCING BARS HEADER JACK STUDS RAFTER RIDGE LEDG RAFTER WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST BATH / SPA TUBS T A LOCATION USP NUMBER DESCRIPTION APPLICATION P CATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION U S 0 HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24' 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6 -2x9 LS26 1992. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ALL OPENINGSI RT3 OR RT7 I TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 I LS210 lllg2. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE -- --- BLOCKINGCa24"OC CRICKET AT TOP -SIDE OF SIDE WALL FLASHING METAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES — PROVIDE HEMMED EDGES 80 AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION STEEL COLUMN CONC. SLAB COMPACT FILL CONC. FTG. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONIC. FTG. P.T. PLATE 6X6 W.W.M. -- 4 11 11 c • A. c 's REINFORCING BAR THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) x4 REINFORCING BARS. RAFTER TOP PLATE WALL STUD LOCATION WALL SHEATHING DESCRIPTION APPLICATION SIDEWALL FLASHING RT10 FINISH WALL AND MOISTURE SILL PLATE TO FOUNDATION BARRIER TO LAP FLASHING EACH RAFTER AT WALL -- MAINTAIN GAP RT20 BETWEEN WALL FINISH AND ROOF JACK ROOFING TO AVOID SOAKING EACH RAFTER PROVIDE HEMMED EDGE AT 2 STORIES ' FLASHING TO FORM CHANNEL ^ ' AND SO AS TO MAINTAIN AIR ROOFING UPS GAP TO PREVENT CAPILLARY / ACTION FLASHING AT KEEP ROOFING NAILS OUT V J OF FLASHING SIDES AND TOP ROOFING LAPS BASE V FLASHING 4 INCHES }- BASE FLASHING WRAPS CORNERS, Z EXTENDS UNDER SHINGLES AT �0 SIDES 4 INCHES AND UPS SHINGLES AT BASE MIN. 4 INCHES SIDE WALL FLASHING METAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES — PROVIDE HEMMED EDGES 80 AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION STEEL COLUMN CONC. SLAB COMPACT FILL CONC. FTG. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONIC. FTG. P.T. PLATE 6X6 W.W.M. -- 4 11 11 c • A. c 's REINFORCING BAR THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) x4 REINFORCING BARS. RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION 4' - G" RAFTER RT10 10-3/4'x 18ga. TYDOWN AJCHOR CONNECT TO SILL PLATE TO FOUNDATION 1 STORY EACH RAFTER 9" - 12" RAFTER RT20 21-118"x 20ga. TYDOWN AsICHOR CONNECT TO ROOF JACK EACH RAFTER RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH SILL PLATE TO FOUNDATION 1 STORY RAFTER TO PLATE PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET 0 THROUGH -ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR VENTILATION CHANNEL AS REQUIRED RAFTERS t INAIN ` ATION BLOCKING 2x4 LEDGER ATTIC SHALL BE PROVIDED WITH A 2x4 SOFFIT JOIST FASCIA MINIMUM NET FREE VENTILATING AREA -GUTTER NOT LESS THAN 1/150 OF THE AREA OFTHE SPACE VENTILATED. ALL OPENINGSONTIN. SCREENED VENT SHALL BE COVERED WITH CORROSION-NTIN. SOFFIT /EXT. PLYWOOD RESISTANT METAL MESH WITH MESH OPENINGS OF'4INCH IN DIMENSION. SOFFITED EAVE ROOF VENTILATION / SOFFITED SAVE DETAIL eRAFTERS RIDGE CAP OF SAME MATERIAL AS ROOFING NAILED TO SHEATHING THROUGH VENT PRE -MANUFACTURED KEEP SHEATHING MIN. 1-1/2" RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE OVER RIDGE TO AIR PASSAGE CONFORM TO SLOPE OF ROOF ANCHOR BOLT CONNECTION FOUNDATION V NEOPRENE GASKET SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACE OR FOUNDATION ' A ROOF JACK 1.A _ v 2 STORIES 36' OC ^ 1-2 STORIES ROOFING UPS SLAB -ON -GRADE H FLASHING AT ANCHOR BOLT CONNECTION V J USE WITH 3x3 SQUARE WASHERS SIDES AND TOP V (USP LBPS58 OR BP5831 }- ANCHOR BOLT CONNECTION FOUNDATION 5J1' DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION CRAWL SPACE OR FOUNDATION 2 STORIES 36' OC WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57' OC SLAB -ON -GRADE H 1/2" AIR SPACE ` \ AT END AND DES OF WOOD BEAMS NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM NOTCH EQUALS 1/4 DEPTH OF REAM f• • • SHEET METAL / 30+ FELT UNDER SEAM AT POINT OF CONTACT WITH CONCRETE OR CONC. BLOCK 4 3" SHIMS TO LEVEL BEAM 3" MINIMUM BEARING SURFACE FOR WOOD BEAM BEAM POCKET FLASHING UPS ROOFING AT BOTTOM ROOF JACKS 4 VENTS DETAIL ( DOOR FRAME GARAGE_I DOOR USE 2X9 FOR SLOCKOUT 4" SLAB -*Il/I/ SLOPE W/ bXb WMM 4"DRIVEWAY 1 • i . 1/27 . ' •. A. • • ,4 • /1•. 4. ! I. • I GARAGE DOOR BLOCKOUT WOOD JOIST BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS WOOD JOIST GIRDERIHEADER WOOD JOIST ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. f REDUCE BUMP OUTS r- SUBFLOOR WOOD JOISTS i i 4x6 /2x8 CONTINUOUS WOOD PLATE I � DOLTED TO STEEL BEAM WITH I/2 " DIA. BOLTS • 48" o.c. STAG. i i n u STEEL BEAM 4" x 1/4" x 8" STEEL TOP AND BOTTOM PLATE WITH 1/2" x 6" ANCHOR BOLT 1/2" GROUT I 13" STEEL COLUMN f 10 KIPS ) TYPICAL BEAM DETAIL STEEL / BOTTOM BEARING r SUBFLOOR IT p - JOIST STEEL BEAM - NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) TO BE APROX. 1/2" OR HIGHER THAN STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) r-SUSFLOOR ..-JO [�STEEL BEA Z1: PWTE (80LTEA TO BEAM) w V Z: Hw H � V J V A }- w Z O �0 C) E-4 � 0 ( I W � cn (V V z 0 'J z ZLID W CDC J X_� Q Z .� 0 c a 0 CD cwn 0 DRAWN BY: JF 8/18/2014 SCALE: 1/4" = 11-011 SHEET NO: GENERAL DOTES WIND FRAMING NOTES NAIL 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NOTES QTY. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of ad nails in the strap. 2). RAFTER -TO -WALL ASSEMBLY: CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in 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 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 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 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 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 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 should be adhered to even ff in variance with the plan. studs shall be attached to 2 common member in the floor assembly with uplift connectors in FACE accordance with table 3.3. 3). Dimensions shall take precedent over scaled drawings. LAP (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: AS PER TABLE 3.7 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete responsibility for construction coordinating with these plans, nor responsibility for foundation and slab -on -grade, 15 inches in mason block foundations or lapped under -9 masonry PP 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 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt 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, WFCM - SBC anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. comers. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: 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 2 -'6d COMMON attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 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 END in table 3.15a -b. 8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3.152-b times the appropriate FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: 2). All footings to rest on undisturbed (virgin) soil. (MIN. SOIL STRENGTH AT 20000) sidewall lengths provided in table 3.14 shall be permitted to be increased when interior interior shearwalls are used. Sheathing and connections shall be in accordance with 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4). Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table be installed with #4 re -bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be RESCWECK poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge 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 attached with the above requirements. 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: 7). Dampproof exterior of foundation with bituminous coating as per 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. 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. Girders on concrete piers shall be anchored with proper steel connectors anchored into 1/2" dia 7" Ion bolt FRAMING NOTES concrete with 2 minimum x anchor with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. 1). All framing techniques and methods as prescriptive design of current SBC High Wind Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 2). Unless otherwise noted, all framing and structural wood material to be #2 +BTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts 4). Unless otherwise noted , 211 bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 60 and 2x6 w211 openings between 611 and 8'9. Provide fire to girder(s). and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES anchors where applicable to all connecting joists. 6). Double up floor joists 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 Floors to have ceramic tile Installed shall be verified for proper load capacity unless noted Construction Code. on plans. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the 8). Provide insulation baffles at eave vents between ratters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES needed. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists. Finished floor to be Installed equipment supplier. over subfloor as per manufacture's instructions. 11). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ceilings and over furnace to have 5/8" thick type -x sheetrock. All other parts of building ELECTRICAL NOTES: to have regular 1/2" sheetrock. All walls to be taped and finished. 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. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. 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 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. NAILING SCHEDULE C -- ROOF ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES NOTES QTY. SPACING SPACING RAFTER TO E' WALL: 3-8d COMMON EACH TOE -NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER SEE NOTE: 1 CEILING JOIST 8' WALL:: 3-8d COMMON EACH FACE TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE -NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER 2 -'6d COMMON I END NAIL RIM BOARD 2 -16d COMMON I EACH END TO RAFTER TO JOIST END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES NOTES QTY. SPACING SPACING TOP PLATE TO JOIST TO: PER FACE NAIL TOP PLATE 2 -16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT BRIDGING JOINTS FACE INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL STUD TO BLOCKING 24" FACE STUD 2-16d COMMON O.C. NAIL HEADER TO BLOCKING TO, 16" O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: JOIST ON LEDGER PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 -'6d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING BAND JOIST 3.16d COMMON PER FLOOR FRAMING: JOINT DESCRIPTION QN NAIL NOTES QTY. SPACING SPACING STRUCTURAL PANEL JOIST TO: 4- Ed COMMON PER TOE SILL, TOP PLATE OR GIRDER 10" O.0 . FIELD JOIST NAIL BRIDGING 2- 8d COMMON EACH TOE TO JOIST DECKS END NAIL BLOCKING 10 EACH TOE TO JOIST 2.8d COMMON END NAIL BLOCKING TO, 3 FT. EACH TOE SILL OR TOP PLATE 3.16d COMMON BLOCK NAIL LEDGER STRIP 3.16d COMMON EACH FACE TO BEAM GAURDRAILS (ANY DIRECTION) JOIST NAIL JOIST ON LEDGER 3.8d COMMON PER TOE TO BEAM (ROOF - FOUNDATION) JOIST NAIL BAND JOIST 3.16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2- 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SHEATHING: JOINT DESCRIPTION Qom, NAIL BUILDING USE FROST QTY. SPACING WINTER STRUCTURAL PANEL 8d AS PER TABLE 3.8 SPEED WALLBOARD WFCM -SBC 10" O.0 . FIELD CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL BUILDING USE FROST QTY. SPACING WINTER GYPSUM 8d COMMON 7" O.C. EDGE SPEED WALLBOARD 5d COOLERS 10" O.0 . FIELD CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM-SBC 7/16" OSB 6d COMMON 3" O.C. EDGE PLYWOOD 6" O.C. FIELD GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD 10" O.0 . FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL BUILDING USE FROST QTY. SPACING WINTER STRUCTURAL PANELS 8d COMMON "O.C. EDGE 6"0 ' C * SPEED 1" OR LESS PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 12"0 .C. FIELD CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced toll - 16d nail per foot. IOL4N CONTENTS: OCCUPANCY CLASSIFICATION WIND SEISMIC BUILDING USE FROST 8d COMMON @ 6" O.C. BUILDING HEIGHT WINTER ICESHIELD TOTAL SQ. FT. OF CONSTRUCTION SNOW SPEED DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND LINE CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES UNDERLAYMENT EXT. BALCONIES 60 (MPH) DECKS 40 DEPTH ATTICS w/o STORAGE 10 TEMP. ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) 3 FT. MODERATE SLIGHT TO ROOMS (OTHER THAN SLEEPING) 40 SHEET N O : ROOMS (SLEEPING) 30 STAIRS 40 TO HEAVY GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym'` FIRE PROTECTION (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCWECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC NOTES FROST 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. WINTER ICESHIELD 8d COMMON @ 6" O.C. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed TEMP. REQUIRED HAZARDS 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE SHEET N O : under stairs shall comply with N.Y.S. Residential Code, 4). At openings around vents pipes and ducts at ceiling and floor level to resist the free passage of TO HEAVY MODERATE 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C.1 8d COMMON @ 4" O.C. I SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). 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 perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the comers, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, g2lvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. W Z 0 Z J Q Z O Fn W O �z� XON M O � ODM C- 0 1). PROVIDE 5/8" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. FIREBLOCKING REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and tate roof space. Fireblocking shall be provided in wood -frame construction in the following locations. DRAWN BY: JF 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred be fireblocked intervals 10 8/18/2014 spaces shall also at not exceeding feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed usingparallel rows of studs or staggered studs. P 99 SCALE: 1/4" = 1'-0" 2). At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, �� t" 'CI''At> drop ceilings and cove ceilings. %,- A 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces C> SHEET N O : under stairs shall comply with N.Y.S. Residential Code, 4). At openings around vents pipes and ducts at ceiling and floor level to resist the free passage of flame and products of combustion, 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code.