The URL can be used to link to this page

Home My WebLink About39233-ZCERTIFICATE OF OCCUPANCY No: 37612 Date: THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 555 Three Waters Ln, Orient SCTM #: 473889 Sec/Block/Lot: 15.-7-10 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 6/17/2015 6/17/2015 Lot No. filed in this office dated 10/2/2014 pursuant to which Building Permit No. 39233 dated 10/2/2014 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: ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT PORCH AND COVERED SIDE ENTRY TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Smith, Wayne & Smith, Marie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39233 04-17-2015 06-14-2015 Kenneth Zdanio Au o / ed Signature Town of Southold -A P.O. Box 1179 a co 53095 Main Rd D .fat Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37612 Date: THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 555 Three Waters Ln, Orient SCTM #: 473889 Sec/Block/Lot: 15.-7-10 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 6/17/2015 6/17/2015 Lot No. filed in this office dated 10/2/2014 pursuant to which Building Permit No. 39233 dated 10/2/2014 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: ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT PORCH AND COVERED SIDE ENTRY TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Smith, Wayne & Smith, Marie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39233 04-17-2015 06-14-2015 Kenneth Zdanio Au o / ed Signature �SUFFoc` TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39233 Date: 10/2/2014 Permission is hereby granted to: Smith, Wayne & Smith, Marie 269 Horned Rd Commack. NY 11725 To: construct additions & alteration to an existing dwelling as applied for: replaces BP# 36369 At premises located at: 555 Three Waters Ln, Orient SCTM # 473889 Sec/Block/Lot # 15.-7-10 Pursuant to application dated 10/2/2014 and approved by the Building Inspector. To expire on 4/2/2016. Fees: PERMIT RENEWAL $168.80 Total: $168.80 Building Inspector (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36369 Date: 5/9/2011 Permission is hereby granted to: Smith, Wayne & Smith, Marie 269 Horned Rd Commack, NY 11725 To: construct additions & alteration to an existing dwelling as applied for At premises located at: 555 Three Waters Ln SCTM # 473889 Sec/Block/Lot # 15.-7-10 Pursuant to application dated To expire on Fees 5/8/2012. 4/25/2011 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $337.60 CO - ADDITION TO DWELLING $50.00 Total: $387.60 a Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy�� SOUTHOLD, NY ao 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 #: 36369 Date: 5/9/2011 Permission is hereby granted to: Smith, Wayne & Smith, Marie 269 Horned Rd Commack, NY 11725 To: construct additions & alteration to an existing dwelling as applied for At premises located at: 555 Three Waters Ln SCTM # 473889 Sec/Block/Lot # 15.-7-10 Pursuant to application dated To expire on Fees 5/8/2012. 4/25/2011 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $337.60 CO - ADDITION TO DWELLING $50.00 Total: $387.60 a 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: A. For new building or new use: 1. Final survey of property with accurate Iocation 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 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 $1..00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: -s S S ��'e (�U+4%-Lr S -1 r House No. Street Hamlet Owner or Owners of Property_ Suffolk County Tax Map No 1000, Section Block Lot / (� Subdivision Filed Map. Lot: Permit No. 3 tl,' 3 !n om/ Date of Permit. s ` g - % Applicant: S - AJ- 60 VE - Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Underwriters Approval: Final Certificate: V/11� , (check one) c Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(cD-town.southoId. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Wayne & Marie Smith Address: 555 Three Waters Lane City: Orient St: New York Zip: 11957 Building Permit #: 39233 Section: 15 Block: 7 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: "AS BUILT" DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: Heat Duplec Recpt Hot Water GFCI Recpt A/C Condenser Single Recpt A/C Blower Range Recpt Appliances Dryer Recpt Switches 4 Twist Lock "AS BUILT"- ELECTRICAL SURVEY - 5 Ceiling Fixtures 1 Wall Fixtures 1 Recessed Fixtures Fluorescent Fixture Emergency Fixtures Ll Exit Fixtures NO VISUAL DEFECTS HID Fixtures Smoke Detectors CO Detectors Pumps Time Clocks TVSS Notes: 1- EXHAUST FAN Inspector Signature: Date: April 17, 2015 Electrical 81 Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTII+ICATION Date: �O Building Permit No. 3"1 33 Owner: — b �(Ple e Plumber: (Please print) lead. Telephone (631) 765-1802 Pax(631)765-9502 I certify that the solder used in the water supply system contains less than 2/10 of I% ST Sworn to before me this 1�s day of JLe 20-16 -16A— ED YjDRKNory E6242 5l ny Qualified In Suffolk County My Commission Expires May 31. 2019 (Plumbe Wignature) LJ i {� JUN 17 2M a SOUTyo cou TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION TION IST [ ]ROUGH PL 13G. FOUNDATION 2ND [ ]INSULATION [ FRAMING /STRAPPING [ ]FINAL ' 2*"CZI [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH)[ ]ELECTRICAL (FINAL) l/ REMARKS: 36�6 ?-2- f3f so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ I FO DATION I ST ROUGH PLI3G. I /IF4 UNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS:. aL 7-317 &-,) C4 - DATE r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] RO H PL13G. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RR") [ ] ELECTRICAL (FINAL) REMARKS:, DATE ��a < < INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - I FOUNDATION iST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ FRAMING/ STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ELE ICAL (FINAL) REMARKS: �n 11 L / DATE � ``� � � INSPECTOR h0 !O �ycou TOWN OF SOUTHOLD BUILDING DEPT. 1651802 INSPECTION ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION.0 s [ ]ROUGH PLUMBING [ ] IN ATION [ FINAL [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION I l ELECTRICAL (FINAL) [ ]CAULKING DATE _INSPECTOR Z�L fill --f Architects NEW YORK Town of Southold Department of Buildings 54375 RTC 25 Southold NY 11971 Attn: Mike Verity Building Superintendent RE: Smith Residence: 555 Three Waters Lane Orient, New York Dear Mr. Superintendent r i MAY — 7 2015 J: riri Iv,".i. SIE jftrrini May 7, 2015 BP# 39x33 I Robert V. Keyloun, A.I.A. (Architect), have verified that the 3 piece I" floor bathroom located at 555 Three Waters Lane has been installed to the best of my knowledge and upon visual inspection to the contract drawings issued by Charles M. Thomas Architects office. The subject bathroom is conforms to RCNYS. Residential code of the state of New York to the best of my knowledge. If you have any further questions or comments please feel free to contact me. Sincerely, Robert V. Keyloun, A.I.A. 67 HURON ROAD BELLEROSE VILLAGE NEW YORK 11001 (516) 375-1473 DIE C E � W E TOWN OF SOUTH BUILDING DEP AR T TOWN HALL SOUTHOLD, NY 11 71 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net APR 2 1 2011 BLDG. DEPT. TOWN OF SOUTHOLD Examined 20� Approved 20 Disapproved a/c 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 Check Septic Form N.Y.S.D.E.C. Trustees _ Flood Permit Storm -Water Assessment Form I Contact: bZ�) b '`,e—, ® 7�cj Mail to: Phone: Expiration I 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date—4 — /9 , 20L/ / 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 regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (' ature of applicant or name, if a corporation) 21-f Ald-rl)e4 leAl (Mailing address of applicant) 7� �- State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder O�r1N�R Name of owner of premises WA yA/F �� S/ d / TW (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No._ Other Trade's License No. Location of land on which pro0r,5.P--5 work will be done: �� 5- `7-hr-ee 4*'xi House Number Street Hamlet County Tax Map No. 1000 Section I Block 7 Lot 10- Subdivision 0Subdivision Filed Map No. Lot — i:- 2. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SIAf&l-f' 6i7M iLV bZ- J aZ-G IAA Cr b. Intended use and occupancy -S1AVG1-E �A M1,L-Z 3. Nature of work (check which applicable): New Building Addition V" Alteration Repair Removal Demolition Other Work o 4. Estimated Cost )f Z 5" 0 0 , 3& Fee (Description) (To be paid on filing this application) o 5. If dwelling, number of dwelling units 1 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 Rear _Depth Height Number of Stories SSE 5 vU Rv �� 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 I d C) Rear I O Depth 1 Z5— W. Date of Purchase 3 26 Z200 % Name of Former Owner .X -W e� V 11. Zone or use district in which premises are situated Re51 je n4-! 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re -graded? YES NO 1/Will excess fill be removed from premises? YES NO 9oa �LrneA RIA 14. Names of Owner of premises��i�` to F- '?srn I-rqAddress Coainrsr►ACk trh- Phone No. to31 864 -25'39 Name of Architect N 1A Address Phone No Name of Contracto ZA Address Phone No. O w-� e* (! S UL -i I d4 -r- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO JV *JF 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 ) WA I N a F 5m p " r o being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He-is the, ® Vim► R (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. S:W rn to ore me this A day of ��' .�, 20_�/_ Notary Public ANNETTE L DURRANT NOTARY PUBLIC, STATE OF NEW YORK 1110.02DURM10 QUALIFIED IN QUEENS COUNTY COMMISSION EXPIRES 051180J.3 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 aooroger.nchertI wnsUKiEnV us BUMDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- Date: Company Name: Name: License No.: M JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: )I &/A NI Ur v f3l4-u 7>7 11 .�.n �ecuon: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Block: % Lot: __/!o {Please Circle All That Apply) Is job ready for inspection: YES/ NO. Rough In Final *bo -you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 900 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82=Request for inspection Form 3 M-c-)�J2) FORM - Uri/7u u Town of Southold Erosion, Sedimentation & Storm -Water Run-off ASSESSMENT FORM y0j PROPERTY LOCATION: S.C.T.M. # THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM -WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN rTirsUct-e3 cc on' Bgocii— —at- CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM # / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? Will this Project Retain All Stomt Water Run Off (Include Total Area of all Parcels located within the Scope of Work for Proposed Construction) Generated by a Two (2) Inch Rainfall on Site? (S.F./Acres) (This. item will include all run-off created by site b. What Is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? impervious surfaces.) • MR/Acres) 2 Does the Site Pian and/or Survey Show All Proposed PROVIDE BRIEF PROJECT' DESCRIPTION (Provide Aadltional Pages as Neeaecn . Drainage Structures Indicating Size & Location? This Item shall Include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. $ Does the Site Plan and/or Survey describe the erosion n F and sediment control practices that will be used to Elcontrol _ site erosion and storm water discharges) s item must be maintained throughout the Engre Construction Period. 4 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within -any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand F] (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the / Site? Is this Project within the Trustees jurisdiction 7` Or within One Hundred (100') feet of a Wetland or El General DEC SWPPP Requirements: Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one (1)'or more acres; including disturbances of less than one acre that larger % Will there be Site preparation on Existing Grade Slopes are part of common plan that will ultimately disturb one more acres land; Which Exceed Fifteen (15) feet of Vertical Rise to ng Coo nstruction activities involving soil disturbances of lesss than one (1) acre where the One Hundred (100') of Horizontal Distance? — D the DEC has determined that a SPDES permit is required for storm.water discharges. ( SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways, Parking Areas or other Impervious Storm Water Discharges from Construction activity - Permit No. GP -0-10-001.) Surfaces be Sloped to Direct Storm -Water Run -Off F]for 1. The SWPPP shall be prepared prior to the submittal of the NOT. The Not shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2. The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required, post -construction stone water management practices that will be used and/or Removal of Vegetation.and/or the Constructiori of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right -of -Way or Road Shoulder R_ compliance with the terms and conditions of this permit. In addition, the SWPPP shall Identify potential sources of pollution which may reasonably be expected to affect the Area? (rnls item win Nor Include the Installation of Driveway Aprons.) quality of storm Water discharges. NOTE: If Any Answer to Questlons One through Nine Is Answered with a Check Mark 3. All SWPPPs that require the post -construction storm water management practice in a Box and the construction site disturbance is between 5,000-S.F. & 1 Acre In area. component shall be prepared by a qualified Design Professional Licensed in New York that Is knowledgeable in the principles and practices of Storm Water Management. a Storrs Water. Grading, Drainage & Erosion Control Plan is Required by the Town of Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit (NOTE A Check Mark (4) and/or Answer for each Question is Required for a Complete Appricadon) STATE OF NEW YORK, COUNTY OF ........................................... SS 'That I . ............... ..................a.............................................. being duly sworn, deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) Andthat he/she is the ......................................... .. .........................` ...... .............................. . (Owner. Contractor, en. orae fficer, etc.) 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; ............................................ day of ............................................ ,20..... aofA;p�pl�ic;anti) NotaryPublic: ........................................................................................... .... .. ................ (Signature FORM - Uri/7u u Southold Town Building Department FF044�1 P.O. Box 1179 54375 Main Road Southold, New York 11971 (631) 765-1802 Parcel ID: 15.-7-10 Permit #: 36369 Permit Date: 5/9/2011 Expiration Date: 5/8/2012 BUILDING PERMIT RENEWAL LETTER Dated: 9/22/2014 Applicant: Smith, Wayne & Smith, Marie Location: 555 Three Waters Ln, Orient Work Description: ADDITION/ALTERATION construct additions & alteration to an existing dwelling as applied for A FEE OF $168.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Smith, Wayne & Smith, Marie Address: 269 Horned Rd Commack, NY 11725 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 April 17, 2015 Wayne & Marie Smith 269 Horned Rd Commack NY 11725 pF SO(/Ty� �4UNV BUILDING DEPARTMENT TOWN OF SOUTHOLD Re: 555 Three Waters Lane, Orient TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: I�: Certification by Architect or Engineer required for Plumbing with Pressure Test as per 5` - e uest of Building Inspector 04/15/2015 WElication for Certificate of Occupancy. e anc (Enclose pP P Y� /) Electrical Underwriters Certificate. 4 , 11,0 1,t' A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All 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 — 39233 — Additions & Alterations �If i". Wood 4101Ao W PYC?PdMY+ICS I t1G. Z in i Ip T R • 1 - w ►� s° '"� K 57 ,40 w. ta560 1 S £.; , MAP of LAN® SURVEYtO FOP - MR -S. At..BEIZT P kREN 5r, tNe - Lo -r 40 MOpu a 'r By THE A..` EA~ AT 0IXIF-f T P�tNT Towt4 of SouTKot:o t%VY., scv►1 : 40'= t" . d = �•�.+o rt u ti•N �.� � � � iYo t, pips f&7rcx t-1 d to. VimmtW ei- i7 . fit.. . -�. :• �.. ��_ t"1 �A��. �� r � 1,a i�►.� f.��,.- •�:��` 'RY6.� •. •, Vt •i Z71MAMWit�• � _ �M•Ni .. •-� it 5 ..-'T �'." �.�'1! .1 � f o� CGenerated by REScheck-Web Software NJ( Compliance Certificate Project Title: Smith Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 555 Three waters Way Wyan Smith Charles Thomas Orient, New York 631-236-2078 C M Thomas Architect ' 631 727 7993 . r Compliance: 22.2% Better Than Code Maximum UA: 27 Your UA: 21 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: Flat or Scissor Truss 93 38.0 0.0 3 Wall: Wood Frame, 161n. D.C. 160 21.0 0.0 8 Window: Wood Frame, 2 Pane w/ Low -E 22 0.300 7 Floor: All -Wood Joist/Truss Over,„Uncond..Space 93 30.0 0.0 3 Compliance Statementr�T' l 8�os; T u`�(aE siW described here is consistent with the building plans, specifications, and other calculations submitt vt> �i+�iif-�pljlti 3�ie\proposed building has besigned to eet the 2010 New York Energy Conservation Construction Code fe*ir fne'n EScheC dN o comply with the nda ry requir nts listed in the REScheck Inspection Checklist, 1 Cf) rn Name - Title Ignature Dale D) MAY - 6 2011 DI BLDG. DEPT. TOWP�SOUTHOLD Project Title: Smith Residence Report date: 05/05/11 Data filename: Page 1 of 3 CGenerated by REScheck-Web Software NJ( Inspection Checklist Ceilings: ❑ Ceiling: Flat or Scissor Truss, R-38.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall: Wood Frame, 161n. o.c., R-21.0 cavity insulation Comments: Windows: ❑ Window: Wood Frame, 2 Pane w/ Low -E, U -factor: 0.300 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note: Up to 15 sq.ft. of glazed fenestration per dwelling is exempt from U -factor and SHGC requirements. Floors: ❑ Floor: All -Wood Joist/Truss Over Uncond. Space, R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1) Type IC rated with enclosures sealed/gasketed against leaks to the ceiling, or 2) Type IC rated and ASTM E283 labeled, or 3) installed inside an air -tight assembly with a 0.5" clearance from combustible materials and a 3" clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U -factor of 0.50 and the maximum skylight U -factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R -value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R -values and glazing U -factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181A or UL 1818. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Project Title: Smith Residence Report date: 05/05/11 Data filename: Page 2 of 3 Temperature Controls: F-1 Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: F-1 Circulating service hot water pipes are insulated to R-2. F-1 Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R -values; window U -factors; type and efficiency of space -conditioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) Project Title: Smith Residence Report date: 05/05/11 Data filename: Page 3 of 3 0 N 2'-6" X2'-6" POURED - CONCRETE PIERS (MIN 36" BELOW GRADE) AT EXTERIOR CORNERS (TYP OF 2) -6" 1 1 2'-0" 18'-9" PROPOSED PORCH 8" POURED CONCRETE FOUNDATION WALL ON 8"X16" POURED CONCRETE FOOTING CENTER NEW STOOP ON EXISTING DOOR ANCHOR AND BOND TO EXISTING WITH #5 REBARS 012" O.C. VERTICAL a W Q AUG TO`fJ ! OF i 8/22/11 CONC PIERS AT FRONT PATIO Oil CENTER NEW STOOP ON EXISTING DOOR ANCHOR AND BOND TO EXISTING WITH #5 REBARS 012" O.C. VERTICAL a W Q AUG TO`fJ ! OF 0 REVIS S i 8/22/11 CONC PIERS AT FRONT PATIO Am kh, Z 0 0 W V) 0 IW o Q� do O U) ry 1.11 /\ Q w Z W W ry L L 0 r 0 REVIS S D E S C R I P T I O N 8/22/11 CONC PIERS AT FRONT PATIO Am kh, Z 0 0 W V) 0 IW o Q� do O U) ry 1.11 /\ Q w Z W W ry L L 0 Y Charles M. Thomas a r c h i t e c t PO BOX 811 JAMESPORT, NY 11947 (631) 727-7993 PROJECT FRONT PORCH, SIDE ENTRY AND MASTER BEDROOM ADDITION FOUNDATION DATE; 4/10/11 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. FAI-03-0 3 OF .' THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND T:-IEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN W110LE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH TWM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. EXISTING ROOF RAFTERS TYPICAL WALL CONSTRUCTION ASPHALT SHINGLES ,151 FELT 1/2" CD X PLYWOOD SHEATHING RAISE EXISTING RIDGE \ ON 2"X10" RR 0 16" O.C. R-38 INSULATION 2"X8" COLLAR TIES EXISTING CLO JSTS � — LQ BE- RE_M4YEQ- — — — REMOVE EXISTING BEARING WALL AS SHOWN WITH NEW 3- 12" ML FLUSH HDR EXISTING B E D R O O M II I� EXISTING FLOOR JSTS TO REMAIN PROPOSED 1 EXISTING FOUNDATION CRAWL WALL TO REMAIN SPACE 2" PC SLAB Cf PROPOSED ADDITION � SECTION -j SCALE: 1/4" = 1'-0" TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON 2"X4" WD, STUDS 0 16" O.C. R-15 INSULATION TYPICAL FLOOR CONSTRUCTION 2'x10" FLOOR JOISTS 0 16"0.C, W/3/4" PLYWOOD SUBFLOOR W/MIN, R-19 BATT. INSULATION 2"x6" CCA SILL PLATE TERMITE SHIELD 1/2" DIA. ANCHOR BOLTS 032"-0" O.C. 8" POURED CONCRETE FOUNDATION WALL ON A 8"06" POURED CONCRETE FOOTING n PROPOSED PORCH ROOF_ BEYOND EXISTING MATCH EXISTING PITCH L n■' nLLi i� MEN loon �■ son MEN 'INN ■�n■i■I ■ENE■■�■■!■■I ■■■■1■■�■■Lnl■tl � Ell 11 1 EXISTING C I n F rV ARCH ITECT' I REVSIONS-)I D E S C R I P T ION I ( _� F R O N T E L E V A T I O N SCALE: 1/8" = 1'-0" F I F V A TI n N 0l_ M LG I/ U — I — U IQ I n F F I F V A T 1 0 N JV/-1LL. EXISTING �tis! -U«BING ,^!_I_ ;;_UMBING Wt' -,`:TE ','1 ATER UNES TEST11": 3 BEFORE Com`• L; ,: G REUSE EXISTING WINDOWS IN CELLAR STAIR V-4" PROPOSED ADDITION (92.5 SF) _. L,4 D CON 1 t BE RE "r7FICATE OF 0 CUP iNCY 7ER USED IN WA 7 .R SLY SYSTEM ,AN'OT EXISTING ExISTwG_ED 2110 OF 1%1 L 4D. RETAIN STORjWlER RUNOFF PURSUANT TTER 236 OF THE TOW APPROVED AS NOTED DATE -�' `I f B.P. # FEE: 3 NOTIFY BUILDING DEPARTMENT AT 705-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: ? 1 10'-0" PROPOSED PORCH G 1; Z Q� 0 3:0 '0 LLJ C/) Q QW �:z 0 W W W V) l_1_ 0 =Z L W 0 E LO —/ (Y r rt io LL n vi Lo 0 AN"" "�' O IS UNLAWFUL , - H ,,I°T CERTIHC ATE ELECTRICAL INSPECTION REQUIRED Charles M. Thomas a r c h i t e c t PO 80% 811 JAMESPORT, NY 11941 (631) 721-7993 PROJECT r FRONT PORCH, SIDE ENTRY AND MASTER BEDROOM ADDITION REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, IDATE: 4/10/11 PROJECT No. DRAWING BY, C.M.T. CHK BY. DWG No. W_m 00 1 OF 3 I 0 N PROPOSED PORCH F I R S T F L 0 0 R P L A N SCALE: 1/4" = l' -O" 1: 1 REVISIONS DESCRIP T ION z 0 F Q 0(D � W � � � V t (�m t� Q(y (� . �,. W � QW �r'r W W I LO Admik Ln U) L fn Y 0 Z W - (� 0 Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT FRONT PORCH, SIDE ENTRY AND MASTER BEDROOM ADDITION FLOOR PLAN DATE: 4/10/11 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. W- 2 OF 3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. F n N 36" X 24" OPENING 17'-4" PROPOSED ADDITION (92.5 SF) ANCHOR AND BOND TO EXISTING WITH #5 REBARS 012" O.C. VERTICAL � FOUNDATION P L A N SCALE: 1/4" = 1'-0" 0 i 0 EXISTING CELL ANCHOR AND BOND TO EXISTING WITH #5 REBARS 012" O.C. VERTICAL ' UNEXCAVATED i 4" POURED CONCRETE SLAB OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON ELL COMPACTED POROUS WF LL I L ----------------J 18'-9" PROPOSED PORCH 0 to v 'CRAWL T(n SPAQ Z ARCH ITECT I xQ 2" POURED CONCRETE SLAB D E S C R I P T 1 0 N o � I I = OVER 6 MIL. POLYETHLENE p o F o VAPOR BARRIER ON WELL Q I I -i COMPACTED POROUS FILL Q. I►-- --------------. 4 � 8" POURED CONCRETE FOUNDATION Z 0 Q W V) 0 I 0 Qry � 0 '0 C/) QW (1) ?:Z W W .�..a _ W E L— � WALL ON 8"X16" POURED Charles CONCRETE FOOTING a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 4'-38'-94" 4--3j" 17'-4" PROPOSED ADDITION (92.5 SF) ANCHOR AND BOND TO EXISTING WITH #5 REBARS 012" O.C. VERTICAL � FOUNDATION P L A N SCALE: 1/4" = 1'-0" 0 i 0 EXISTING CELL ANCHOR AND BOND TO EXISTING WITH #5 REBARS 012" O.C. VERTICAL ' UNEXCAVATED i 4" POURED CONCRETE SLAB OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON ELL COMPACTED POROUS WF LL I L ----------------J 18'-9" PROPOSED PORCH 0 to v THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN 'WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. qAT ARCH ITECT REVI'510 D E S C R I P T 1 0 N U Y Z 0 Q W V) 0 I 0 Qry � 0 '0 C/) QW (1) ?:Z W W .�..a _ W E L— � Lo �n 0 Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT FRONT PORCH, SIDE ENTRY AND MASTER BEDROOM ADDITION FOUNDATION DATE: 4/10/11 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. [N -M -FO -0-1 3OF3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN 'WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE BOTTOM PLATE TOP PLATE BAND JOIST OR BLOCKING RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS SECOND STORY JOIST IS PERMITTED TO BE CUT OR NOTCHED FLOOR JOIST— BETWEEN THESE LIMITS SEE DRILLING AND NOTCHING PROVISIONS WFCM SECTION 3.3.1.1.1 1/3 SSS 1 3 SP7 1 to FOR BLOCKING BAND JOIST AND BRIDGING OR BLOCKING SEE WFCM SECTION 3.3 [WA OTTOM PLATE LAP JOIST 3 IN. MIN. TOP PLATE— SEE DRILLING AND NOTCHING PROVISIONS WALL STUD— SEE DRILLING AND NOTCHING PROVISIONS WFCM SECTION 3.4.1.1.1 16d NAIL AT 24" O.C. d NAIL AT 6" O.0 — ALL PANEL EDGES) JOIST ENDS TO BE BLOCKED AGAINST ROTATION IN ACCORDANCE (a) OU WITH WFCM 3.3.1.3—END RESTRAINT AND 3.3.1.4 BRIDGING d NAIL AT 6" O.C. ALL PANEL EDGES) 1 IN.x4 IN. RIBBON CUT INTO STUD — ,. . A i� • • / •, :II►:� �►.I1I72 SIL TOP PLATE FRAMING TO ACCOMADATE GYPSM BOARD INSTA&E INTABLE 3.1 ACCORDANCE WITH WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH WFCM TABLE 3.1 8d NAIL AT 12" O.C. ON ALL TOP PLATES BORED HOLE MAX DIAMETER 60% OF STUD DEPTH 5/8" MIN. TO EDGE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH GYPSM BOARD INSTALLED IN ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT 0 FOR FIRE BLOCKING \— TRA PANEL SILL PLATE JOIST ` o CRAWL SPACE SUBFLOOR OR BASEMENT MONOLITHIC FOUNDATIONIlk SLAB—ON—GRADE FOUNDATION PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING BEARING WALL TYPICAL WALL, FLOOR &_ ROOF FRAMING WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION—RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) EXTERIOR WALL STRAPPING F A S T E N E R S P A C I N G AREA 2 FEET 4 FEET 6 FEET FASTENER L/180 PANEL SPAN <, PANEL SPAN < PANEL SPAN < PANEL SPAN TYPE 2 FEET 4 FEET 6 FEET < 8 FEET , 16" 16" 12" 9" 12h'OOD SCREWS L/240 8-8d TO STUD CONNECTION EXT. WALLS W/ PLASTER OR 2 1 2" 8 EWS 16" 16" 16" 12" W OOD SCR SIMPSON CS -20-40 INCHES MIN, 40-8d 1005 LB PER EVERY STUD a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION—RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) EXTERIOR WALL STRAPPING SCHEDULE AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO RTES L/180 SLOPES THAN � W/NO NAILS FINISHED CEILING 1.0 RIDGE SIMPSON CS -20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER ALL OTHER STRUCTURAL L/240 8-8d TO STUD CONNECTION EXT. WALLS W/ PLASTER OR H/360 STUCCO FINISHE 2-8d TO PLATES EXT. WALLS -WIND LOADS L/240 FLOOR TO FLOOR SIMPSON CS -20-40 INCHES MIN, 40-8d 1005 LB PER EVERY STUD Q 3 WINDOW CONNECTION GYPSUM BOARD STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD w Q %�� 4-8d TO PLATE (FLOOR TO FLOOR & FLOOR * NOTES: ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND TABLE 3.2 FOR FOUNDATION CONNECTIONS, NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. NAIL PENETRATION INTO FRAMING IS ACHIEVED. * INSTALL THROUGH FIRST FLOOR SHOE. 20 GA. STRAP - 14" WIDE MIN. W/(8) 8d NAILS EACH SIDE A35— Chimney Framing ROOF RAFTER /RIDGE DETAIL � 3 SCALE: N.T.S. Simpson Strong—Tie HDU rnRi\IP'R RRArimr^ nP"TA11 Jl.�/1LL. IV. I ..J. STUD do MIN. TO EDGE WOOD STRUC U L 16d NAIL AT 24" O.C. IWTH WFCMI TABLE03.1 WFCM 2001 SBC HIGH WIND EDITION 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.3.1.1 FIGURE 3.313 FRAMING MEMBERS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS EDGES AND 12' O.C. ON ALL FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS (b) INSIDE CORNER DETAIL PANEL EDGES CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIORFOR EXTERIOR BEARING AND INTERIOR NON—BEARING WALLS: R602.6 (1) & (2) STS BLOCKING —j 1/2" SPACING ALLOWS HOLDDOWN INSTALLATION DOUBLE — STUD MIN. AT HA DW E HOLDDOWN - (PHD5) SIDE WALL SECTION A -A 0 0 0 0 0 0 0 0 0 ENDWALL CORNER STUD I I A A CONNECTED TO BLOCKING TRANSFER SHEAR NOTE: SIMILAR CONNECTION AT FOUNDATION. 2-16d COMMON ROOF FRAMING TORI F R 11111 7 ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS STUCTURAL MEMBER ALLOWABLE WALL SUPPORTING DEFLECTION RAFTERS W/ GREATER L/180 SLOPES THAN � W/NO 1.2 FINISHED CEILING 1.0 ATTACHED TO RAFTERS 20 INTERIOR WALLS AND H/180 PARTITIONS O FLOORS AND PLASTERED L/360 CEILINGS Ln ALL OTHER STRUCTURAL L/240 MEMESERS Q EXT. WALLS W/ PLASTER OR H/360 STUCCO FINISHE o EXT. WALLS -WIND LOADS L/240 WITH BRITTLE(b) FINISHES OT ''� �y AX. �` EXT WALLS WIND LOADS L/240 EDGES TOP PLATES BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/8" MIN, TO EDGE — WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH a. The wind load shall be permitted to be taken as 0.7 times the component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR of the cantilever. c. For aluminum structural members or poneles used in roofs or walls of sunroom additions or patio covers, not supporting edge of glass or sandwich panels, the total load deflection shall not exceed L/60 For sandwich anels used in roofs or walls of STUD 5/8" MIN. TO EDGE IF HOLE IS BETWEEN 40% AND 60% DOUBLEDADND Nd MORE THAN TWO BE SUCCESSIVE STUDS ARE DOUBLED AND SO BORED p sunroom additions or patio covers, the total load deflection shall not exceed L/120 TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITION WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOAD ° 0 ROOF/CEILING DEAD LOAD ROOF/CEILING DEAD LOAD WALL SUPPORTING 15 psf or less 25 psf ROOF ONLY 1.0 1.2 ROOF PLUS ONE STORY 1.0 1.1 FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) a. LINEAR INTERPOLATION SHALL BE PERMITTED DOUBLE TOP PLATE ISEE STUD TO RAFTER OR STUD TO STUD DETAIL ED RS SECTION 3.4.2.1.1 FIGURE 3.3 A NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS UDS 5d COOLER NAILS AT 10" O.C., NOTE: 2"x4" BLOCK NAILED TO EACH UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS AT EACH END OF HEADER AND GYPSUM BOARD AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES 0 NAILS AT 6' FLOOR BRACING AT END BAYS END WALL TYPICAL FRAMING AND UPLIFT (WFCM FIGURE 3.7b) CONNECTIONS FOR OPENINGS ° 0 0 0 2x4 CONTINUOUS LATERAL BRACE AT 6' O.C. �— 2-10d NAILS TRUSS OR CEILING JOIST GABLE END TRUSS 20 GAUGE STRAP 10-8d NAILS i—SUBFLooR 8d NAIL AT 4 O.C. ENDWALL STUDS ° 0 USE LIVE LOAD Lij ft� CORNER SND — FACE OF FOOTING CEILING BRACING GABLE ENDWALL BAND JOIST � 50 12" MAX. (WFCM FIGURE 3.7a CONNECTED TO 20 i'i i i i�,� i 1_1 •I1 �iiiili M i �\I�"AllF SLEEPING ROOMS O SHEAR WALLD ON FROM SLOPES° GUARDRAILS AND HANDRAILS Ln a= C3 a c� LU C w Q DOUBLE STU ATH DD (MINW)RE L� TOP PLATE o J PROVIDE RAFTER TO RIDGE TENSION STRAP H/2 BUT NEED EXC ED 15 FT. OT ''� �y AX. �` NO CEILING CENTER 2x BLOCKING tl H DIAPHRAGM H/ BUT NEED NOTI ON SHEATHING JOINT EXCEED 40 FT. MAXI. RIDGE HANGERS IF RAFTER TAILS ARE NOT USE 8-8d COMMON NAI�,S EACH END OF 1-1/4 STRAPPED TO TOP GA E TRAP EDGES Q 3 WINDOW 19 GYPSUM BOARD Ljjo Z � w Q %�� w (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 16d NAIL AT 3.7a & 4.7b) PHD5 24" O.C. O , I - ISEE STUD TO RAFTER OR STUD TO STUD DETAIL ED RS SECTION 3.4.2.1.1 FIGURE 3.3 A NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS UDS 5d COOLER NAILS AT 10" O.C., NOTE: 2"x4" BLOCK NAILED TO EACH UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS AT EACH END OF HEADER AND GYPSUM BOARD AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES 0 NAILS AT 6' FLOOR BRACING AT END BAYS END WALL TYPICAL FRAMING AND UPLIFT (WFCM FIGURE 3.7b) CONNECTIONS FOR OPENINGS ° 0 0 0 2x4 CONTINUOUS LATERAL BRACE AT 6' O.C. �— 2-10d NAILS TRUSS OR CEILING JOIST GABLE END TRUSS 20 GAUGE STRAP 10-8d NAILS i—SUBFLooR 8d NAIL AT 4 O.C. ENDWALL STUDS HOLDDOWN ° 0 USE LIVE LOAD Lij ft� CORNER SND — FACE OF FOOTING CEILING BRACING GABLE ENDWALL BAND JOIST � 50 12" MAX. (WFCM FIGURE 3.7a CONNECTED TO 20 ROOMS OTHER THAN SLEEPING ROOMS ° ° ° SLEEPING ROOMS O SHEAR WALLD ON FROM SLOPES° GUARDRAILS AND HANDRAILS Ln a= C3 a c� LU C w Q DOUBLE STU ATH DD (MINW)RE L� TOP PLATE o J PROVIDE RAFTER TO RIDGE TENSION STRAP H/2 BUT NEED EXC ED 15 FT. OT ''� �y AX. �` NO CEILING CENTER 2x BLOCKING tl H DIAPHRAGM H/ BUT NEED NOTI ON SHEATHING JOINT EXCEED 40 FT. MAXI. RIDGE HANGERS IF RAFTER TAILS ARE NOT USE 8-8d COMMON NAI�,S EACH END OF 1-1/4 STRAPPED TO TOP GA E TRAP HOLDDOWN ° 0 USE LIVE LOAD EXTERIOR BALCONIES CORNER SND DECKS (PHDS) 0 50 ATTIC WITHOUT STORAGE ° CONNECTED TO 20 ROOMS OTHER THAN SLEEPING ROOMS ° ° ° SLEEPING ROOMS ° TRANSFER SHEAR FROM SLOPES° GUARDRAILS AND HANDRAILS 0 a= C3 a c� LU FLOOR TO FLOORFOUNDATION'CLEARANCE V DOUBLE STU ATH DD (MINW)RE L� mi CONNECTION U X 0 AIL AT HOLD DOWN ALL N FRAMING 'MEMBERS BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES Q 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Ljjo Z � w Q %�� w (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 16d NAIL AT 3.7a & 4.7b) PHD5 24" O.C. O SIDE WALL 8d NAIL AT 6" O.C. (ALL PANEL EDGES) WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH NAILING SCHEDULE (TABLE 3.1, WCFM HIGH WIND EDITION) (A) OUTSIDE CORNER DETAIL GYPSUM BOARD 8d NAIL AT SIMPSON STRONG TIE HDU 6" O.C. (ALL SIZE PER MOST RECENT AT, OG PANEL ��t o EDGES) WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH NAILING SCHEDULE\116d NAIL AT (TABLE 3.1, WCFM 2001 J 24" O.C. HIGH WIND EDITION) 8d NAIL AT 6" O.C. 0 ALL FRAMING MEMBERS AT PANEL EDGES AND (B8) INSIDE CORNER DETAIL 12" O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES EXTERIOR CORNER FRAMING 15/32 WOOD STRUCTURAL PANELS ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW BASED ON SHEARWALL REQUIREMENTS GABLE ENDWALL, BALLOON FRAMING 00 PREFERRED METHOD nAr-T n TABLE R301.5 NOTES FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN SECITRON R802,4.1 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE TRUSS, FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WALLS. f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL) BALUSTERS AND PANEL FILLER SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1: AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. RIDGE BEAM � RIDGE TENSION STRAP DETAIL T A B L E R301.5 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTIC WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 GUARDRAILS AND HANDRAILS 200 z �— o �o U N V) O N CD z � W � � 1 +j O � � U 0 a= C3 a c� LU o V J L� mi Q U X 0 C)m � w o z �— p Ljjo L., � w Q %�� 0 ry u� z O Ln w C �— o �o U N V) W N CD z � W � � 1 +j O � � U 0 a= C3 a c� LU o V J L� mi Q X 0 C)m � w o z �— p Ljjo uj � w Q %�� ry C U N E r-_ 0 v 1 +j Q' ■ >_ a= C3 a c� LU V L� L h X X 0 C)m �{ `V o a (TABLE 3.1 WFCM HIGH WIND EDITION) NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING RAFTER TO TOP PLATE (TOE -NAILED) 4-8d PER RAFTER CEILING JOIST TO TOP PLATE TOE -NAILED 4-8d PER JOIST CEILING JOIST TO PARALLEL RAFTER FACE -NAILED 9-16d EACH LAP CEILING JOIST OVER PARTITIONS FACE -NAILED 9-16d EACH LAP COLLAR TiE TO RAFTER FACE -NAILED 6-8d PER TIE BLOCKING TO RAFTER TOE -NAILED 2-8d EACH END TRIM BOARD TO RAFTER END -NAILED 2-16d EACH END WALL FRAMING TOP PLATE TO TOP PLATE FACE -NAILED 2-16d (SEE NOTE 1) PER FOOT TOP PLATE AT INTERSECTION FACE -NAILED 4-16d JOINTS - EACH SIDE STUD TO STUD FACE -NAILED 2-16d 24' O.C. HEADER TO HEADER FACE -NAILED 16d 16" O.C, ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END -NAILED) 2-16d 3-16d 4-16d PER 20 STUD PER 2X6 STUD PER 2X8 STUD FACE -NAILED 2-16d (SEE NOTE 1,2) PER FOOT FLOOR FRAMING JOIST TO SILL TOP PLATE TO GIRDER TOE -NAILED 4-8d PER JOIST BRIDGING TO JOIST TOE -NAILED 2-8d EACH END BLOCKING TO SILL OR TOP PLATE TOE -NAILED 3-16d EACH BLOCK LEDGER STRIP TO BEAM FACE -NAILED 3-16d EACH JOIST JOIST ON LEDGER TO BEAM TOE -NAILED 3-8d PER JOIST BAND JOIST TOJOIST END -NAILED 3-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE TOE -NAILED 3-16d PER JOIST ROOF SHEATHING STRUCTURAL PANELS 8d SEE TABLE 3.10 DIAGONAL BOARD SHEATING 1"X6" OR 1"X8" 1"X10" OR WIDER f 2-8d 3-8d PER SUPPORT PER SUPPORT CEILING SHEATiNG GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD WALL SHEATHING STRUCTURAL PANELS 8d (SEE TABLE 3.10 FIREBOARD PANELS 7/16" 25/32" 6d 8d 3" EDGE / 6" FIELD 3" EDGE / 6" FIELD GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD HARDBOARD 8d (SEE TABLE 3.11) PARTICLEBOARD PANEL 8d SEE TABLE 3.11 DIAGONAL BOARD SHEATING 1"X6" OR 1"X8" 1"X10" OR WIDER 2-8d 3-8d PER SUPPORT PER SUPPORT FLOOR SHEATHING 0 STRUCTURAL PANELS 1' OR LESS GREATER THAN 1" 8d 10d 6" EDGE / 12" FIELD 6" EDGE 6" FIELD DIAGONAL BOARD SHEATING I'U" OR 1"X8" 1"X10" OR WIDER 2-8d 3-8d PER SUPPORT PER SUPPORT 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON -CENTER AT THE PANEL EDGE IF WALL SHEATING IS NAILED 3" ON -CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. SHALL BE USED TO MAINTAIN THE LOAD PATH. 2, WHEN WALL SHEATING CONTINUOUS OVER' CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS TO BE REDUCED TO 1-6d NAIL PER FOOT. FLOOR TO FLOOR CONNECTION SIMPSON STRONG - TIE 1 1/4" COIL STRAP - 16" O.C. USE 4-8D NAILS AT EACH STUD MIN OVERLAP IS 12" WRAP UNDER MIN. OVERLAP SILL PLATE TO F RIM JOIST TO S1 DOUBLED. OR SHALL BE PERMITED SIMPSON H-8 USE W/ONLY 5- 8D TO STUD ONE SILL 4- 8D TO PLATE PLATE IN (EVERY STUD) STUD TO SI,L�I ATTACHOT (TABLE 3.2 B WFCM 2001 HIGH WIND EDITION SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CnNKirr'nnN,q RFIqIIqTIN(, I ATFRAI Rr 'gWP*AR I n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ill 0 120 130 140 OR PANEL SIDING FOR 8d COMMON NAILS (SEE NOTE 1) INCHES O.C, E I FIE " ANCHOR 4' PERIMETER IF E 6 (SEE NOTES 3) EDGE ZONE 16 F A / INTERIOR ZONE 16 E 6 NAIL SPACING FOR 8d COMMON NAILS ( SEE NOTE 1) 16 F 12 (SEE NOTES 2) GABLE ENDWALL RAKE AND RAKE TRUSS E 4 N 4 PERIMETER EDGE (INCHES OC) 1 F ZONE E= NAIL SPACING AT PANEL EDGE (IN) F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 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 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, 2. TABULATED 12" 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 NAILING SPACINGS SHALL BE REDUCED TO 6 INCHES 0, C. 3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS NTH G>0.49. FOR FRAMING MEMBERS WITH 0,42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED TO 4 INCHES 0. C. 4. TABULATED 4" 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 NAILING SPACINGS SHALL BE REDUCED TO 3 INCHES 0. C. TABLE 3.10 WFCM 2001 HIGH WIND EDITION Rnean cuFeruwr. SHEATHING SIZE ST VAND (SECONMPH) 85 90 100 ill 0 120 130 140 150 SPACING OR 10 D BOX NAILS PER SUPPORT E F E I FIE I FIE I FIE I FIE I FIE I FIE IF SHEATHING 1 x 10 OR LARGER SHEATHING RAFTER 313 131 3131 31 31 3 13 13131 3 131 3 -il 3 D A / LOCATION INTERIOR TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON NAILS ( SEE NOTE 1) 16 SPACING OR 10 D BOX NAILS (INCHES O.C.) 24 PERIMETER EDGE (INCHES OC) 1 6 12 6 12 6 12 6 1216 6 1 6 12 6 12 -6-1216 ZONE 16 12 6.12 6 12 6 12 6 112 16 112 6 12 2 16 112 INTERIOR 16 6 12 12 6 12 6 1216 112 6 12 6 1216 112 ZONE 19. 12 1 1 121 (SEE NOTE 1) 24 OR 10 D BOX NAILS PER SUPPORT z 7 PERIMETER 12 6 12 6 12 6 12 6 1216 1122 6 ' 6 6 6 6 EDGE 1 x w OR LARGER SHEATHINQ 1 3131313131313131313131313131 JT26 122 6 6 6 E 6' 6 J J 1 4 6 4 4 ZONE 9 24 (li Ld 7 127 3 3 J 3 7 J 4 4 4 GABLE ENDWALL RAKE OR RACE TRUSS W OOKOUT BLO(x 6 6 6' 6' 6' 6' 6 ' 6'Iq 4 4 - - - - CAME ENDWALL RAKE OR RAKE TRUSS W/O RAKE OVERHANG 1 6 6 6 6 6 6 6 6 16 1 6 IR" -',6e,63,6 63 Rnean cuFeruwr. SHEATHING SIZE RAFTER n0 °° s0 s a a e TRUSS MINIMUM NUMBER OF 8d COMMON NAILS (SEE NOTE 1 ) SPACING OR 10 D BOX NAILS PER SUPPORT SHEATHING (INCHES OC) FOR 8d COMMON NAILS 1x6ORIX8SHEATHINO 1 - 19.2 2 1 2 1 21 2 1 21 21 21 2 1 21 21 21 2 1 21 2 2 2 1 x 10 OR LARGER SHEATHING 12 - 19.21 313 131 3131 31 31 3 13 13131 3 131 3 -il 3 E- NAIL SPACING AT PANEL EGDE (IN) F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 1. FOR ROOF SHEATING WITH 4 FEET OF PERIMETER EDGE OF THE ROO, INCLUDING THE 4 FEET ON EACH SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED FOR COMMON NAIL 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND LOADS EXPOSURE B SHEATHING LOCATION v"pHT ,wNDsiEm(w) n0 °° s0 s a a e STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING (SEE NOTE 1) SHEATHING OR PANEL SIDING FOR 8d COMMON NAILS 4" EDGE ZONE t6 (SEE NOTE 3) E (1/2 ANCHOR BOLTS) 6 F 12SEE NOTE 2 D A / INTERIOR ZONE INTERIOR E 6 F 12 16 (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND LOADS EXPOSURE B SIMPSON Na" ANCHOR BOLT (14") BP -3 PLATE 7" MINIMUM EMBEDMENT (SEE ANCHOR SCHEDULE, ON DWGS A-3.1 AND A-3.2) SIMPSON Y" PHD5-SD53 (14) SDS Ya" X 3" WOOD SCREWS 7" MIN EMBEDMENT (SEE FOUNDATION PLANS A-3.1 AND A-3.2 FOR LOCATION) (MINIMUM DOUBLE STUD) °4 ° v"pHT ,wNDsiEm(w) n0 °° s0 s a a e STRUCTURAL SHEATHING O O a O• Da SHEATHING '�• • 4 4 s• �i1'4 IN X D > ° /' " IIMUM „° a. %__ 1 4 . < 4 , INCE • 44 D D A / PLAN E- NAIL SPACING AT PANEL EGDE (IN) F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, 2. TABULATED 12" O,C, NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH G>0,49. FOR FRAMING MEMBERS WITH 0,42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. 3. FOR EXTERIOR PANEL SIDING . GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED FOR COMMON NAIL 4, TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B 0 0 STUD TO ROOF RAFTER CONNECTION SIMPSON STRONG -TIE M TS36 OR 1 1/4 PP COIL STOCK AT EACH ROOF RAFTER USE 8-16D NAILS AT EACH END, 12" MIN OVERLAP PER COMPONENT SIMSON STRONG - TIE 1 1/4" COIL STRAP - 16" O.C. USE 4-8D NAILS @ EACH STUD, TYPICAL STRAPPING FOR FRAMED OPENING EXTERIOR WALL WALL TO FOUNDATION CONNECTION The design of this structure is based upon prescriptive approach using the Wood Frame Construction Manual (WFCM) 2001 SBC published by The American Forest and Paper Association. Non- Structural lements are based upon the New York State 'RESIDENTIAL CODE January 2010. For the Climatic and Geographical Design Criteria, see Table R301,2(1) on sheet no, 1 All non engineered lumber to be Douglas Fir#2 or better Wind Limitations -Section R301.2.1 Design Criteria -Section 13301,2.1.1. (See Table R301,2.1.2. for Wind -Born Debris Protection Fastening Schedule For Wood Structural Panels) Dead Load -Section R301,4 Live Load -Section R301.5 Light and Ventilation -Section R303 Minimum Room Area-Sectlon R304 Ceiling Height -Section R305 Sanitation -Section R306 Toilet Both and Shower Space -Section R307 Glazing -Section R308 Garages and Carports -Section R309 Emergency Escape and Rescue Opening -Section R310 Exit -Section R311 Landing -Section R311.5.4 Romps -Section R311.6 Stairway -Section R311.5 Handrail -Section R311.5.6 Guards -Section R312 Smoke Alarms -Section R313 Foam plastic -Section R314 Flame Spread and Smoke -Section R315 Insulation -Section R316 Dwelling Unit Separation -Section R317 Moisture Vapor Retarders -Section R318 Protection Against Decay -Section R319 Protection Against Termites -Section R320 Site Address -Section R321 Accessibility -Section R322 Flood Resistant Construction -Section R323 Foundation -Chapter 4 Design based upon presumptive load bearing values of sandy gravel and or gravel at 3000 pounds per square foot. Contractor to consult Arcitect if different soil materials are found upon excavation, or test hole, for alternative footing and foundation wall design. Foundation Notes: 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 8" poured concrete foundation wall, 8'-0" high, 3000 # test Minimum depth -Section 403.1,4, 48' minimum coverage to top of footing 16"x8" poured concrete wall footings, 3000# test 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) 4" poured concrete floor slab with 5x6x#10 mesh and vapor barrier Damp proofing at exterior foundation below grade -Section R406 30"x30"x12" deep poured concrete column footings, 3000# test CONCRETE TO HAVE 5 TO 7% AIR -ENTRAINMENT Deck and porch flootings as noted, 3000# test, 48" minimum buried depth Foundation wall to extend a minimum 8" above finished grade All footing to be carried down to undisturbed soil No footing shall be set higher than a 30 degree angle from any other footing Pour no concrete on frozen ground or in freezing water. Provide 3 1/2' steel (ally columns, Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Section R404.1.7.) Floors - WFCM Prescriptive Method. Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. Draftstopping - Section R502.12 Fireblocking - Section R502.13. Floor Construction: 3/4" plywood subfloor, fasten per Table 3,1 WFCM. Floor joists: see Foundation and Floor Plans, spacing as noted. Fasten per Table 3.1 WFCM. 2-2x6 ACQ sill with termite shield and sill seal. Finish floors per agreement. Wall construction - WFCM Prescriptive Method. Wallfroming and finishing shall be nailed and or screwed In accordance with WFCM. Table 3.1 table 3.3B,sections 3.2.2.1, 3.2.2.2, 3.2.2.3, 3.2.1.7 1x6 fascia, wrap Overhangs as noted. Vinyl vented soffits. Alluminum gutters and leaders. Siding: see Elevations. Tyvek housewrop. 1/2" plywood sheoting, see fastening schedule, Table 3.1, 3.9 WFCM. 2x4x Studs ® 16' D.C. with 2x4 shoe and double 2x4 plate 1/2" Gypsum wall board 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition 1/2" MR GWB in wet areas At least one window in each sleeping room shall comply with the exit regirements of section R310. Note drilling and notching limitations in figure R602.6(1) for bearing walls and figure R 602.6(2) for non - bearing walls. Follow exterior corner framing detail figure R602.10.5 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section R905.6) Underloyment application (Section R905.2.7,)nailing see table 3.8 For roof slopes of two (2) units vertical in twelve (12) units horizontal (17 - percent slope), up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), underloyment shall be two (2) lyers applied in the following manner. Apply A 19 -inch (483)strip of underloyment felt layers with and starting at the eaves , fastened sufficiently to hold in place, Starting at the eave , apply 36- inch wide (914 mm( sheets of underloyment, overlapping successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. For rodf slopes of four (4) units vertical in telve (12( units. Ice Protfction (Section R905.2.7.1) Underloyment in High wind (Section R905.2.7.2) Flashing (Section R905.2.8) Chimney and firespaces - Chapter 10 Energy Efficiency - Chapter 11, see attached report Mechanical - Chapter 12 General Mechanical System - Chapter 13 Heoitng and cooling equipment - Chapter 14 Exhaust Sustem - Chapter 15 Duct System - Chapter 16 Combustion Air - Chapter 17 Chimneys and Vents - Chapter 18 Plumbing - Part VII Simpson Strong -Tie CS20 I%* COILED STRAP. MIN 12" OVERLAP AT EACH STUD -� RT2.5 FLOOR TO FLOOR CONNECTIONS: CANTILEVER CONDITION Simpson Strong -Tie AN AT EAC GENERAL NOTES: 1. All works shall be performed in accordance with all state, municipal, local zoning and building codes and ordinances having jurisdiction and best standards of construction practice. The American Institute of Architects Conditions shall apply to all work performed on this project. 2. The Contractor shall verify oil conditions at the site. Any discrepancies must be brought to the attention of the Architect prior to commencement of construction, The Contractor shall be responsible for corrections not reported once he has started work except for hidden job conditions. 3. Contractor shall guarantee to the Owner that all materials and equipment incorporated in the work will be new, and that all work will be of good quality, free from faults and defects for a period of one year form the date of the final Certificate of Occupancy. 4, The Architect shall not be responsible for the construction means, method, techniques, sequences or procedures, or for the safety precautions and programs in connection with the work, and he shall not be responsible for the contractors failure to carry out the work in accordance with the construction documents. The Architect shall not be responsible for the acts or omission by the contractor No changes shall be made in the documents and/or the building as designed without the expressed written consent of the Architect. 5. The contractor and all subcontractors shall maintain continuous insurance coverage statutory policies (Worker Compensation, etc.) and general liability in an mount not less than S 5 million and automobile liability and damage coverage not less than S 2 million. The Architect shall be named insured on any and all policies. 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous insulation at all perimeter sills. 7. All wood In contact with concrete or masonry to be Wolmonized or pressure creosoted. 8. A single station smoke detector alarm device shall be installed In each bedroom, on all floors and shall be all Interconnected per code. 9. All bathroom without operable windows to be mechanically ventilated as per New York State Code. 10, Heating to be designed to provide 70 degrees F. with outdoor designed air -temperature of 0 degrees F. and 15 MPH wind. 11. All electrical work to be in accordance to the rules and regulation of N.Y.B.F.U. and a N.Y.B.F,U. certificate is to be presented to the Owner at the completion of the job. 12. Plumbing Installation to comply with State and local codes and the sewage disposal system to meet Health Department standards, 13, Do not scale drawings. Use figure dimensions only. 14, All work to conform to the rules and regulations of the New York Energy Conversation Construction Code. All glazed area to be double glazed and all exterior door to have insulated cores, 15. The insulation protection as Indicated on these plans exceeds the Code's minimum standards. ` 16. These drawings and specification are instruments of service and shall remain the property of the Architect whether the project for which they made is executed or not, They may not be used on any other project except by written authorization of the Architect. 17. Architect has not been retained for site supervision, on-site Inspection and certifications as required or requested by the Owner, controctor or local building department. UPLIFT - CONTINUOUS PATH CONNECTORS USE SIMPSON STRONG -TIE CONNECTORS FOLLOW PRODUCT SELECTION GUIDE AND INSTALLATION MANUAL FOR HIGH WIND RESISTANT CONSTRUCTION CATALOG C-HW02 ANCHOR BOLTS IN FOUNDATION USE: SSTB28 WITH BEARING PLATE, SEE FOUNDATION NOTES FOR SPACING SILL PLATE TO RIM JOIST USE: LTP4 16" O.C. AT EXTERIOR PERIMETER AND GARAGE/HOUSE COMMON WALL USE (4)-8d NAILS AT EACH END GARAGE STUD GARAGE SILL PLATE USE: SSP CONNECTOR AT 16" O.C. USE (4)-8d NAILS AT EACH END RIM JOIST TO STUD CONNECTION USE: MTS 36, 16" O.C. USE (4)-8d NAILS AT EACH END FLOOR TO FLOOR CONNECTION USE: MSTA 36, 16" O.C. USE (4)-8d NAILS AT EACH END RAFTER TO STUD CONNECTION USE: MTS 36, EACH ROOF RAFTER USE 8 16d NAILS AT EACH END RAFTER TO RIDGE TO RAFTER CONNECTION USE: H7 EACH ROOF RAFTER DECK POST TO CONCRETE CONNECTION USE: PBS44A FOR EACH POST DECK POST TO GIRDER CONNECTION USE: PC44 FOR EACH POST GIRDER TO DECK JOIST CONNECTION USE: MTS12 ® EACH JOIST PORCH POST TO DECK USE: PS720 (ALIGN WITH JOIST BELOW) PORCH POST TO GIRDER USE: PS720 PORCH ROOF RAFTER TO GIRDER USE: H2.5A AT EACH ROOF RAFTER TYPICAL Simpson Strong -Tie AB AT EACH POST FOOTING STU Y2 BEARING PLATE DOUBLE 2X MIN. FOR HEADER OR BEAM - Y2" THREADED ROD REQUIRED FOR STU 1/2 CNW NUT COUPLER Simpson Strong -Tie U210 2X6 AT EACH RAFTER 4-10d x 1 1/2" NOTE: ATTACH LEDGER TO FRAMING MEMBER WITH 2-1/2" X 5" LAG BOLTS AT 16" ON CENTER Simpson Strong -Tie U210 2X6 AT EACH CEILING JOIST 4-1Od x 1 1/2" Simpson Strong -Tie U210 2X6 1T EACH DECK/PORCH JOIST 4-10d x 1 1/2" PORCH / DECK LEDGER CONNECTIONS EDGE TANCE" N EDGE STANCE* *NOTE: SEE MANUFACTURERS MINIMUM DISTANCE CHART FOR INSTALLATION PORCH COLUMN CONNECTIONS z v"pHT ,wNDsiEm(w) 85 90 100 110 120 130 140 150 STRUCTURAL SHEATHING O E F E F E FIE IFIE IFIE IFIE F E F SHEATHING STUD LOCATION SPACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS (SEE NOTE 1) CL (INCHES OC) OR 10 D BOX NAILS (INCHES O.C.) INTERIOR 12 6 1216 1121 6 112 6 12 6 12 6 12 6 12 6 12 ZONE 16 6 2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 U 24 PERIMETER EDGE 1 6 12 6 12 6 12 6 1216 6 1 6 12 6 12 -6-1216 ZONE 16 1121_6_12 ' Li 4 12 12 12 6 1 6 7 6 7 BOARD SHEATHING OR LAP SIDING SHEATHING SIZE 0 RAFTER TRUSS MINIMUM NUMBER OF 8d COMMON NAILS (SEE NOTE 1) SPACING OR 10 D BOX NAILS PER SUPPORT Cn > w (INCHES OC) 1 x 8 OR 1 x 8 SHEATHING 12 - 24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 x w OR LARGER SHEATHINQ 12 - 24 3131313131313131313131313131 3 3 E- NAIL SPACING AT PANEL EGDE (IN) F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, 2. TABULATED 12" O,C, NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH G>0,49. FOR FRAMING MEMBERS WITH 0,42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. 3. FOR EXTERIOR PANEL SIDING . GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED FOR COMMON NAIL 4, TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B 0 0 STUD TO ROOF RAFTER CONNECTION SIMPSON STRONG -TIE M TS36 OR 1 1/4 PP COIL STOCK AT EACH ROOF RAFTER USE 8-16D NAILS AT EACH END, 12" MIN OVERLAP PER COMPONENT SIMSON STRONG - TIE 1 1/4" COIL STRAP - 16" O.C. USE 4-8D NAILS @ EACH STUD, TYPICAL STRAPPING FOR FRAMED OPENING EXTERIOR WALL WALL TO FOUNDATION CONNECTION The design of this structure is based upon prescriptive approach using the Wood Frame Construction Manual (WFCM) 2001 SBC published by The American Forest and Paper Association. Non- Structural lements are based upon the New York State 'RESIDENTIAL CODE January 2010. For the Climatic and Geographical Design Criteria, see Table R301,2(1) on sheet no, 1 All non engineered lumber to be Douglas Fir#2 or better Wind Limitations -Section R301.2.1 Design Criteria -Section 13301,2.1.1. (See Table R301,2.1.2. for Wind -Born Debris Protection Fastening Schedule For Wood Structural Panels) Dead Load -Section R301,4 Live Load -Section R301.5 Light and Ventilation -Section R303 Minimum Room Area-Sectlon R304 Ceiling Height -Section R305 Sanitation -Section R306 Toilet Both and Shower Space -Section R307 Glazing -Section R308 Garages and Carports -Section R309 Emergency Escape and Rescue Opening -Section R310 Exit -Section R311 Landing -Section R311.5.4 Romps -Section R311.6 Stairway -Section R311.5 Handrail -Section R311.5.6 Guards -Section R312 Smoke Alarms -Section R313 Foam plastic -Section R314 Flame Spread and Smoke -Section R315 Insulation -Section R316 Dwelling Unit Separation -Section R317 Moisture Vapor Retarders -Section R318 Protection Against Decay -Section R319 Protection Against Termites -Section R320 Site Address -Section R321 Accessibility -Section R322 Flood Resistant Construction -Section R323 Foundation -Chapter 4 Design based upon presumptive load bearing values of sandy gravel and or gravel at 3000 pounds per square foot. Contractor to consult Arcitect if different soil materials are found upon excavation, or test hole, for alternative footing and foundation wall design. Foundation Notes: 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 8" poured concrete foundation wall, 8'-0" high, 3000 # test Minimum depth -Section 403.1,4, 48' minimum coverage to top of footing 16"x8" poured concrete wall footings, 3000# test 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) 4" poured concrete floor slab with 5x6x#10 mesh and vapor barrier Damp proofing at exterior foundation below grade -Section R406 30"x30"x12" deep poured concrete column footings, 3000# test CONCRETE TO HAVE 5 TO 7% AIR -ENTRAINMENT Deck and porch flootings as noted, 3000# test, 48" minimum buried depth Foundation wall to extend a minimum 8" above finished grade All footing to be carried down to undisturbed soil No footing shall be set higher than a 30 degree angle from any other footing Pour no concrete on frozen ground or in freezing water. Provide 3 1/2' steel (ally columns, Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Section R404.1.7.) Floors - WFCM Prescriptive Method. Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. Draftstopping - Section R502.12 Fireblocking - Section R502.13. Floor Construction: 3/4" plywood subfloor, fasten per Table 3,1 WFCM. Floor joists: see Foundation and Floor Plans, spacing as noted. Fasten per Table 3.1 WFCM. 2-2x6 ACQ sill with termite shield and sill seal. Finish floors per agreement. Wall construction - WFCM Prescriptive Method. Wallfroming and finishing shall be nailed and or screwed In accordance with WFCM. Table 3.1 table 3.3B,sections 3.2.2.1, 3.2.2.2, 3.2.2.3, 3.2.1.7 1x6 fascia, wrap Overhangs as noted. Vinyl vented soffits. Alluminum gutters and leaders. Siding: see Elevations. Tyvek housewrop. 1/2" plywood sheoting, see fastening schedule, Table 3.1, 3.9 WFCM. 2x4x Studs ® 16' D.C. with 2x4 shoe and double 2x4 plate 1/2" Gypsum wall board 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition 1/2" MR GWB in wet areas At least one window in each sleeping room shall comply with the exit regirements of section R310. Note drilling and notching limitations in figure R602.6(1) for bearing walls and figure R 602.6(2) for non - bearing walls. Follow exterior corner framing detail figure R602.10.5 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section R905.6) Underloyment application (Section R905.2.7,)nailing see table 3.8 For roof slopes of two (2) units vertical in twelve (12) units horizontal (17 - percent slope), up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), underloyment shall be two (2) lyers applied in the following manner. Apply A 19 -inch (483)strip of underloyment felt layers with and starting at the eaves , fastened sufficiently to hold in place, Starting at the eave , apply 36- inch wide (914 mm( sheets of underloyment, overlapping successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. For rodf slopes of four (4) units vertical in telve (12( units. Ice Protfction (Section R905.2.7.1) Underloyment in High wind (Section R905.2.7.2) Flashing (Section R905.2.8) Chimney and firespaces - Chapter 10 Energy Efficiency - Chapter 11, see attached report Mechanical - Chapter 12 General Mechanical System - Chapter 13 Heoitng and cooling equipment - Chapter 14 Exhaust Sustem - Chapter 15 Duct System - Chapter 16 Combustion Air - Chapter 17 Chimneys and Vents - Chapter 18 Plumbing - Part VII Simpson Strong -Tie CS20 I%* COILED STRAP. MIN 12" OVERLAP AT EACH STUD -� RT2.5 FLOOR TO FLOOR CONNECTIONS: CANTILEVER CONDITION Simpson Strong -Tie AN AT EAC GENERAL NOTES: 1. All works shall be performed in accordance with all state, municipal, local zoning and building codes and ordinances having jurisdiction and best standards of construction practice. The American Institute of Architects Conditions shall apply to all work performed on this project. 2. The Contractor shall verify oil conditions at the site. Any discrepancies must be brought to the attention of the Architect prior to commencement of construction, The Contractor shall be responsible for corrections not reported once he has started work except for hidden job conditions. 3. Contractor shall guarantee to the Owner that all materials and equipment incorporated in the work will be new, and that all work will be of good quality, free from faults and defects for a period of one year form the date of the final Certificate of Occupancy. 4, The Architect shall not be responsible for the construction means, method, techniques, sequences or procedures, or for the safety precautions and programs in connection with the work, and he shall not be responsible for the contractors failure to carry out the work in accordance with the construction documents. The Architect shall not be responsible for the acts or omission by the contractor No changes shall be made in the documents and/or the building as designed without the expressed written consent of the Architect. 5. The contractor and all subcontractors shall maintain continuous insurance coverage statutory policies (Worker Compensation, etc.) and general liability in an mount not less than S 5 million and automobile liability and damage coverage not less than S 2 million. The Architect shall be named insured on any and all policies. 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous insulation at all perimeter sills. 7. All wood In contact with concrete or masonry to be Wolmonized or pressure creosoted. 8. A single station smoke detector alarm device shall be installed In each bedroom, on all floors and shall be all Interconnected per code. 9. All bathroom without operable windows to be mechanically ventilated as per New York State Code. 10, Heating to be designed to provide 70 degrees F. with outdoor designed air -temperature of 0 degrees F. and 15 MPH wind. 11. All electrical work to be in accordance to the rules and regulation of N.Y.B.F.U. and a N.Y.B.F,U. certificate is to be presented to the Owner at the completion of the job. 12. Plumbing Installation to comply with State and local codes and the sewage disposal system to meet Health Department standards, 13, Do not scale drawings. Use figure dimensions only. 14, All work to conform to the rules and regulations of the New York Energy Conversation Construction Code. All glazed area to be double glazed and all exterior door to have insulated cores, 15. The insulation protection as Indicated on these plans exceeds the Code's minimum standards. ` 16. These drawings and specification are instruments of service and shall remain the property of the Architect whether the project for which they made is executed or not, They may not be used on any other project except by written authorization of the Architect. 17. Architect has not been retained for site supervision, on-site Inspection and certifications as required or requested by the Owner, controctor or local building department. UPLIFT - CONTINUOUS PATH CONNECTORS USE SIMPSON STRONG -TIE CONNECTORS FOLLOW PRODUCT SELECTION GUIDE AND INSTALLATION MANUAL FOR HIGH WIND RESISTANT CONSTRUCTION CATALOG C-HW02 ANCHOR BOLTS IN FOUNDATION USE: SSTB28 WITH BEARING PLATE, SEE FOUNDATION NOTES FOR SPACING SILL PLATE TO RIM JOIST USE: LTP4 16" O.C. AT EXTERIOR PERIMETER AND GARAGE/HOUSE COMMON WALL USE (4)-8d NAILS AT EACH END GARAGE STUD GARAGE SILL PLATE USE: SSP CONNECTOR AT 16" O.C. USE (4)-8d NAILS AT EACH END RIM JOIST TO STUD CONNECTION USE: MTS 36, 16" O.C. USE (4)-8d NAILS AT EACH END FLOOR TO FLOOR CONNECTION USE: MSTA 36, 16" O.C. USE (4)-8d NAILS AT EACH END RAFTER TO STUD CONNECTION USE: MTS 36, EACH ROOF RAFTER USE 8 16d NAILS AT EACH END RAFTER TO RIDGE TO RAFTER CONNECTION USE: H7 EACH ROOF RAFTER DECK POST TO CONCRETE CONNECTION USE: PBS44A FOR EACH POST DECK POST TO GIRDER CONNECTION USE: PC44 FOR EACH POST GIRDER TO DECK JOIST CONNECTION USE: MTS12 ® EACH JOIST PORCH POST TO DECK USE: PS720 (ALIGN WITH JOIST BELOW) PORCH POST TO GIRDER USE: PS720 PORCH ROOF RAFTER TO GIRDER USE: H2.5A AT EACH ROOF RAFTER TYPICAL Simpson Strong -Tie AB AT EACH POST FOOTING STU Y2 BEARING PLATE DOUBLE 2X MIN. FOR HEADER OR BEAM - Y2" THREADED ROD REQUIRED FOR STU 1/2 CNW NUT COUPLER Simpson Strong -Tie U210 2X6 AT EACH RAFTER 4-10d x 1 1/2" NOTE: ATTACH LEDGER TO FRAMING MEMBER WITH 2-1/2" X 5" LAG BOLTS AT 16" ON CENTER Simpson Strong -Tie U210 2X6 AT EACH CEILING JOIST 4-1Od x 1 1/2" Simpson Strong -Tie U210 2X6 1T EACH DECK/PORCH JOIST 4-10d x 1 1/2" PORCH / DECK LEDGER CONNECTIONS EDGE TANCE" N EDGE STANCE* *NOTE: SEE MANUFACTURERS MINIMUM DISTANCE CHART FOR INSTALLATION PORCH COLUMN CONNECTIONS z O CL U Li 0 V) Z O Cn > w 0 LU 0 (li Ld N � Z W � O � U 0 0 J Q Z o W Z Q W(-) UJ - W Q ry 0 O N Z 0 1' J 0 li U) 4-J C" C E U N OW "1-J oh U) C) o. LU U L CIO co `o L X 0 U m � o a SHEET NO. L