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HomeMy WebLinkAbout39104-Z p�suFFn���oTOWN OF SOUTHOLD �� Gy BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o oo 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#: 39104 Date: 8/12/2014 Permission is hereby granted to: Winhaven Associates LLC PO BOX 62 Mattituck, NY 11952 To: construction of a new single family dwelling as applied for without swimming pool. Replaces BP 36388. At premises located at: 2820 Stanley Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-58 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 2/11/2016. Fees: PERMIT RENEWAL $1,852.40 CO -NEW DWELLING $50.00 Total: $1,902.40 Building Inspector o���fFec�co TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy. • SOUTHOLD, NY �Ol � dao BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36388 Date: 5/16/2011 Permission is hereby granted to: WINHAVEN ASSOCIATES LLC 98 CUTTERMILL ROAD STE-350-S GREAT NECK, N.Y. 11021 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR WITHOUT SWIMMING POOL.REPLACES EXPIRED BUILDING PERMIT # 32643 At premises located at: 2820 STANLEY RD MATTITUCK,N.Y. 11952 SCTM # 473889 Sec/Block/Lot# 106.-8-58 Pursuant to application dated 5/16/2011 and approved by the Building Inspector. To expire on 11/16/2012. Fees: PERMIT RENEWAL $3,704.80 Total: $3,704.80 Building Inspector FORM NO. 3 TOWN OF SOU' = ``LD BUTT T-1-- Sou 1-Sou �. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL 3(� 'O� COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32643 Z Date JANUARY 16, 2007 Permission is hereby granted to: REALTY INC KIT 95-40 ROOSEVELT AVE JACKSON HEIGHTS,NY 11372 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR WITHOUT SWIMMING POOL. 5+0,-�I-e,,-9, �U QA at premises located at ^ a3G nr�rT DFT�TMATTITUCK County Tax Map No. 473889 Section 106 Block 0008 Lot No. 058 pursuant to application dated JANUARY 9, 2007 and approved by the Building Inspector to expire on JULY 16, 2008 . Fee $ 3 , 704 . 80 orize Signature ORIGINAL Rev. 5/8/02 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 New Construction: ✓ Old or Pre-existing Building: (check one) Location ofProp e2g1y 5jAA1,Pu14 \2� yui4*%4yek. 14 I t��� House No. Street Hamlet Owner or Owners of Property, W 104 hove N (,awe . Suffolk County Tax Map No 1000, Section Block Lot Subdivision U Filed Map. Lot: Permit No.2� [b 1, Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pplicant Signature lJ pF SOUT,y�lo 3 -z- coutm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: IILL2 u DATE ���( � 0 7r INSPECTOR -5q ) o so coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST ] ROUGH PLI3G. [ ] FOUNDATION 2ND INSULATION P�l FRAMING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION REMARKS: V 4/ 14- 0 DATE - INSPECTOR 3 �pF SO(¢�, coum TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING (STRAPPING [ ] FINAL [ ] FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS. DATE foe INSPECTOR OF SOUryolo cOUrII'l,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 . _ INSPECTI [ ] FOUNDATION 1 ST� [ ] LUMBING [ ] 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 37t ® y Of SOpro co TOWN TOWN OVSOUTHOLD- BUILDING DEPT. 7654 802 INSPECrON [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] F DATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE V10 TION [ ] CAULKING REMARKS J DATE ��1 INSPECTOR 30 q SO(/lyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION'[ ] FOUNDATION 1 ST [ ] ROUG UMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI ION [ ] CAULKING REMARK � ff `( S Acn� ;k; 15AL"(4 ceol� Ao-), f DATE rI SPECTOR Z4 i SOF S0(/ly + # ol# cou 40 b TOWN OFSOUTHOLD BUILDIN EP � 765-1802 INSPECT-ION J [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �C]\ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR = OE SO(/j�olo cOUNi`I TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 = INSPECTIPN [ ] FOUNDATION 1ST [ !rINSULATION ] GH PLUMBING FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATIO [ IC LKI REMARKS: l l DATE INSPECTOR FIELD INSPECTION REPORT I DATE I COMMENTS ro t� FOUNDATION(1ST) FOUNDATION(2ND) - P z ROUGH FRAMING& y PLUMBING INSULATION PER N.Y. STATE ENERGY CODE V FINAL ADDITIONAL COMMENTS � v OO P/WG G -4- m 1 � . w 0 a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followin ,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 �' Planning Board approval FAX: (631) 765-9502 Survey ✓ www. northfork.net/Southold/ PERMIT NO. Check Septic Form IS N.Y.S.D.E.C. ;� � Trustees N Examined L '20 Contact: C �` Approved Z 20_� a Mail to: Qn Disapproved a/c--/— �-�` �O �i�, Ce� V LT Phone:61� 9R7 t:� Expiration 20 /� Ir�y„/`j �Ivspector APPLICATION FOR BUILDING PERMIT Date�U�• �- , 20�_ INSTRUCTIONS a. This application MUST bo 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 inspection (Signature of applicant or name,if a corporation) t • '' 1111 t _; (Nailing address of applicant) State ' hethei apblicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber Or builder Name of owner of premises 1(V koxeK4WOCf4*Te- S, L(-Ac,-, (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. 1. Location of land on which r posed work ill be done: Q$ 61 �� CmT" 'House Number Street Hamlet County Tax Yap No. 1000 Sec ion Block ' Lot Subdivision Ae. jt-2Al- Filed Map No.1[aj-40 Lot (Name) — 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ` t (}- b. Intended use and occupancy ( �lE l/l1NF �I�i 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost X25 X 2 (IV 551 12 5 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars e,5 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front . Rear Depth Height Number of-Stories a� Dimensions of same structure with alterations or additions: Front Rear r� Depth Height Number of Stories r4r7 3 8.., Dimensions of entire new construction: Front 9 ®b +- (17Rear 100 -�+/ tt Depth Height_. _ . , - Number of Stories 9. Size of lot: Frond (v . o! � Rear '2 7i . 12:2' Depth 2•oz• Oy' � 10. Date of Purchase Name of Former Owner GAO Gb(z�• 11. Zone or use district in which premises are situated ACl/ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO l- Will excess fill be removed from premises? YES NO -�14. Names of Owner of premises Address Phone No. Name of Architect &e,I ew CA ffue. Address ae 4 ig d Phone No (o 31 - q76 ct 651-f Name of Contractor Address "i'" ° hone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERIVIITS,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. STATE OF-NEW YORK) SS: COUNTY OF 5 u.5 a.n M. (�mac,ran�q being duly sworn, deposes and says thats)h is the applicant (Name of individual signing contract) above named, ' @He 's the e^A . (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 a _k day of o - n 2006 J4 6 � dult� (20 o ary Public ' ' ' ' Sioature`of Applicant 9ahn9.Litschauer Notary Public, State of New York Quaff ed in Suffolk County No. 01LI6040038 Commission Expires 041171MO SO�T�OI Town Hall Annex O 54375 Main Road jog Telephone(631)765-'1802 P.O.Box 1179 v' (631)765- 50 Southold,NY 11971-0959 �Q roger.richert c�r down sout�,npCt ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Date: Name: License No.: Address: � Phone No.: ' �� tf ` 2 JOBSITE INFORMATION: (*Indicates required information *Name: Cr/�<l 6wc�� A�, *Address: d *Cross Street: *Phone No.: Permit No.: 6 Tax Map District: 1000 _ Section: _ Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: YES / NO Rough In Final YES / NO �) -J (V Temp Information (If needed) V0 u" til Service Size: 1 Phase 3Phase 100 150 200 300 350'New Service: Re-connect Underground Number of Meters Change a of Other additional Information: Overhead d PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form OG _ SCOTT A. RUSSELL �� y� JAMES A. RICHTER, R.A. SUPERVISOR TOWN HALL - 53095 MAIN ROAD COD • TOWN OF SOUGTOIEER ENGINEER 11971 Fax. (631)-765-9015 y�o� �a0`' Tel.(631)-765-1560 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD i r anuary 8, 2007 Mr. Michael Verity 1 . Building Department r . Town Hall, 53095 Main Road { Southold, New York 11971 = - Re: The Fields at Mattituck Subdivision SCTM #: 1000-113-02-1.1 Dear Mr. Verity: The Developer for the above referenced subdivision has requested permission to begin construction of three Model Homes to be located on lot numbers 4, 18 & 19. A copy of the subdivision entrance showing these lots has been enclosed for your use. At this time; the, excavation, placement and installation of additional utilities are required within the new Right-of-Way. The Developer has agreed to install and maintain the "RCA" sub-base material to stabilize the road for access to the three Model Homes. This "RCA" sub-base has been constructed in a satisfactory manner and access to the three homes is now stable. Please keep in mind that this road sub-base will, need to be maintained throughout the construction process and totally reconstructed immediately after the remaining utilities are installed. Therefore and at this time, I would recommend the processing of building permit applications for these three building,lots within this subdivision. If you have any questions concerning this matter, please contact my office. S' c rely4R:icter, ames A. R.A. . C asst' MAP OF SUNSET KNOLLS, SECTION TWO MAP NO. 5448, FILED 4/9/70 A 3 SUNSET DRI VE A Q (50' WIDE) :CJ-TO W I I . ti I I I POINT OF BEGINNING WATER MAI EASEMENT S 21.48'40" E 50.00' o, N covo ' 00V n C0 ) 50 WIDE W I Z J ti THE UFF01 ti ►� N/F 372 JERICHO CORP. _- (gyp \ ,� (vl 02 ``�` :fly o_ ,�,�•.ti,`-. �, j 7.00# c 9'264,73, Z � R- g9,53' L=59 90' I-`2 N 16.41 / 0.8 j ` E ,' `5 f ` 4 i + DOUGL `IF W A TRR M ATN F A QRAARVT „ LIUKA L. K. McLean Associates, P.C. 437 South Country Road • Brookhaven • New York m 11719 CONSULTING ENGINEERS (631)286-8668 9 FAX(631)286-6314 Associates EUGENE F.DALY,P.E,P.T.O.ETM PRESIDENT and C.E O. CHRISTOPHER F.DWYER RAYMOND G.DiBIASE,P.E.,P.T O E.Tm,EXECUTIVE VICE PRESIDENT JAMES L.DeKONING,P.E JOSEPH F CLINE,P.E.,VICE PRESIDENT ROBERT A STEELE,P.E ROY R.FULKERSON,P L S,VICE PRESIDENT ALBERT T.DAWSON,P E.,VICE PRESIDENT N i 1- '- 7 200T f September 14, 2007 Town of Southold Building Department r E9J 23095 Main Road Southold,New York 11971 ATT: Mike Verity,Principal Building Inspector Re: Winhaven Associates: The Fields at Mattituck Subdivision As-Built Survey of Foundation for Lot#4(32643Z) LKMA Project#:05-031 (Construction Management Services) Dear Mr. Verity: As required by the Town of Southold Building Department, L.K. McLean Associates PC is forwarding three (3) originals of the as-built survey (obtained September 12, 2007) of the recently constructed foundation on Lot 4 of the "Fields of Mattituck" subdivision. If you should have any questions upon reviewing the attached survey, please do not hesitate to contact this office directly. Very truly yours, CFD:cfd Christopher F. Dwyer, Associate L.K. McLean Associates P.C. Enc. (1) CC: Eve Winston, Winhaven Associates w/enc. LKMA File Copy w/enc. •Founded in 1950• pF SOUjy®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yC®Uy,� BUILDING DEPARTMENT TOWN OF SOUTHOLD - FIRST NOTICE January 13th, 2011 Winehaven Associates, LLC 98 Cuttermi I I Road Ste. 350-5 Great Neck, N.Y. 11021 RE: 2820 Stanley Rd. (NEW DWELLING) SCTM: #1000-106.-8-58 To Whom It May Concern: Please be advised that your Building Permit # 32643 issued January 16th, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $3708.80; at that time, we can schedule an inspection by one of our Building Inspectors. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. UtFBI Southold Town Building Department 54375 Main Road Permit#: 32643 Southold,New York 11971 Permit Date: 1/16/2007 aAl�, (631)765-1802 Expiration Date: 7/16/2008 Parcel ID: 106.-8-58 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 5/4/2011 Applicant: WINHAVEN ASSOCIATES LLC Location: 2820 STANLEY RD MATTITUCK,N.Y. 11952 Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR WITHOUT SWIMMING POOL. A FEE OF $3,704.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT, THANK YOU. Owner: WINEHAVEN ASSOCIATES LLC Address: 98 CUTTERMIL,L ROAD STE-350-S GREAT NECK,N.Y. 11021 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. fid& 1c) ( e S -5 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET Z a Z� VILLAGE h le # t''� DIST SUB- LOT ° Nan As,%da�,s z nz I,-- d s ACR. `l ARKt,)( ' �I� (' �Su �O�I �!►SI �,° ► ?� d� TYPE OF BLD. 7� S �S ���bolo q ,:?- J t& PROP. �LASs - LAND IMP. TOTAL DATE FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND a BULKHEAD HOUSE/LOT TOTAL STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured NO LIMIT ELECTRICAL CORP 516-457-8028 1c,NYS Unemployment Insurance Employer Registration Number of Insured 537 E BROADWAY, SUIT E 2 LONG BEACH, NY 11561 1d.Federal Employer Identification Number of Insured or Social Security Number 464092149 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPolnt Life Insurance Company SUFFOLK COUNTY 3b.Policy Number of Entity listed in box"1a": DIVISION OF PLANNING & ENVIRONMENT DBL444730 6100 VETERANS MEMORIAL HWY 3c.Policy effective period: HAUPPAUGE, NY 11788 05/09/2014 to 05/08/2015 4.Policy covers: a. n All of the employer's employees eligible under the New York Disability Benefits Law b.® Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Y Signed 8/21/2014 B UJI. (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box 4a"Is checked,and this form Is signed by the Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mall It directly to the certificate holder. If box 79b"Is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DS Plans Acceptance Unit,20 Park Street,Albany,NY 12207. PART 2.To be completed by NYS Worker's Compensation Board (Only if box"4b"of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. D13.120.1 (5-06) Additional Instructions for Form D13-120.' By signing this form,the insurance carrier identified in Box"3"on this form is certifying that it is Insuring the business referenced in Box"1a"for disability benefits under the New York State Disability Benefits Law.The insurance carrier or Its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box"2",This certificate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in Box"3c". Please Note;Upon the cancellation of the disability benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law, DISABILITY BENEFITS LAW Section 220. Subd. 8 (a)The head of state or municipal department, board,commission or office authorized or required by law to Issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing the Issue of such permits,shall not issue such permit unless proof duly subscribed by an Insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein,however,shall be construed as creating any liability on the part of such state or municipal department,board,commission or office to pay any disability benefits to any such employee if so employed. (b)The head of state or municipal department, board,commission,or office authorized or required by law to enter into any contract for or In connection with any work involving the employment of employees in employment as defined In this article,and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an Insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article, i DB-120,1 (5-06) Reverse A�RO CERTIFICATE OF LIABILITY INSURANCE D"0 `'"""°D""'") 8/21/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER co ACT CAMILLE BUNICCI CAMILLE R BUNICCI ac° o E •631-277-7770 F e•631-277•-7989 FARM FAMILY 859 CONNETRUOT AVE INSURERS AFFORDING COVERAGE NAIL_# ISLIP TERRACE, NY 11762 INSURER A: FARM FAMILY CASUALTY 13803 INSURED INSURER B. UNITED FARM FAMILY NO LIMIT ELECTRICAL CORP INSU13ER C• FIRST REHABILIATION LIFE INSURANCE CO 8143.4 537 E BROADWAY,SUITE 2 INSURER D: LONG BEACH, NY 11561 wsu E• INSURER F: COVERAGES CERTIFICATE NUMBER: 104903 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, �gE�XCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, ILTR TYPE OF INSURANCE INSDL UDR POLICY NUMBER POFD OI�D EX LIMITS A COMMERCIAL GENERALLIABILITY X 31021.6504 5/8/14 5/8/15 -EACH ppOCCURRENCE _ _$ 1,000,000 CLAIMS-MADE XT OCCUR PREMIS�SOEa accurprence $ 100,000 MED EXP(Anj oneperson) $ 6,000 PERSONAL&ADV INJURY $ 1,000,000 _ GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY 1:1JECT LOC PRODUCTS-COMPIOPAGO $ 2,000,000 OTHER: $ – AUTOMOBILE LIABILITY Alm, GLE LIMIT Ea accident $ _ ANY AUTO BODILY INJURY(Per person) $ AUTOg NED quf� ULED BODILY INJURY(Per accident) $ HIRED AUTOS AUQ[J�WNED R PEEER�n�]AMAGE $ Por $ — UMBRELLA UAB --[j OCCUR l EACH OCCURRENCE EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ B WORKERS COMPENSATION 3102W6146 5/8/14 5/8/15 X P•R o AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE� N/A E.L.EACH ACCIDENT $ 100,000 O FICERI%.1 BER EXCLUDED? l�J ( andatory In H11 E.L.DISEASE-EA EMPLOYE $ 100,000 U yes. c O_under RIPAOS helo E.L.DISEASE-POLICY LIMIT $ 500,000 C NYDBL D444730 5/9/14 INDEFINITE STATUTORY DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarke Schedule,may be attached If more apace Is required) RE: 2820"STANLEY RD--MA-f-Tlf CK,-NY-11952-3 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE SUFFOLK GOUTY THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN DIVISION OF PLANNING&ENVIRONMENT ACCORDANCE WITH THE POLICY PROVISIONS. 100 VETERANS MEMORIAL HWY P.O.BOX 6100 AUTHORIZED REPRESENTATIVE88568 HAUPPAUGE,NY 11788-0099 •��Lf/Ltc'CC.t' ©1988-2013 ACORD CORPORATION. All rights reserved. ACORD 25(2013104) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured (516)432-2436 No Limit Electrical Corp 537 E Broadway,Ste.2 lc.NYS Unemployment Insurance Employer Long Beach, NY 11561 Registration Number of Insured Work Location of Insured(Only required if coverage is specifically id.Federal Employer Identification Number of Insured limited to certain locations in New York State,%e.,a Wrap-Up Policy) or Social Security Number 46-4092149 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Farm Family Casualty Ins.Co. SUFFOLK COUNTY 3b.Policy Number of entity listed in box"la" DIVISION OF PLANNING AND ENVIRONMENT 3102W6146 6100 VETERANS MEMORIAL HWY HAUPPAUGE, NY 11788 3c. Policy effective period 5/8/14 to 5/8/15 3d. The Proprietor,Partners or Executive Officers are Q included. (Only check box if all partners/officers included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"I a"for workers'compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY) must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notify the above certificate holder within 10 days IF policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment ofpremiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid far one year after thisform is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box 9c';whichever is earlier. Please Note:Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the_business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by. Camilla R.Bunieci (Print name of authorized representative or licensed agent of insurance carrier) Approved by: �C CIC. 08/21/2014 (Signature) (Oatc) Title: Agent t Telephone Number of authorized representative or licensed agent of insurance carrier: 631-277-7770 Please Note. Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us ' KEY co ; Suffolk Co. Tag Map 2 Symbol Description '� 020 N 68°11 20 E ��a District 1000 ----65�� Existing Contours(C.I.=2') R=1L=178.02' 190'± Section I o�o " N 78°1 1 '20" E, 200' Block ':90' 7 Proposed Contours(C.I=1') R-215',L=328.34' \ \ � -7A N/F , PROPOSED SANITARY SYSTEM 1,500 GAL. SEPTIC I Parcel 058.00 ° TANK 8' DIA. x 5' LIQUID DEPTH WITH HI 7 ' \ \ � � \ 372 JERIFHO ( � � ) , Notes: \ \ CORP. DOME AND (2) 8 DIA. x 8 DEEP HING °/ Lot 3 POOLS (LOC. OF FUTU . SHOWN) P50•B•- \ (Vac int) 200.02 MIN. \ 1. Area of Lot#4= 35,095 Sq.Ft. (0.806 Acres) and is owned by 372 Jericho Corp. V 8' � W " --� 69 0' MIN �P N/��� 2. Existing contours from Final Road&Drainage Plan as prepared by \ \ ao °C0 N 83°21 14 E — o : 68 3 7�JE R I C H 0 Young&Young Land Surveyors of July 30,2004 and surveyed 17' TMP ST o ` Z / C O R P. January 28, 1992. (Datum:NGVD 1929 USC&GS) \ , QI t F ; ooh � # \ \ ; r Lot 183. Test Hole proposed lot subdivisions roads and water main shown on N \ Q/� (Vacant) Final Plat of The Fields at Matttituck- Suffolk Co. File Map#11370 \ o LF m \ +� of March 31,2006. \ 2 \ O r\ �� 4. There are no known wells within 150'of proposed cesspools.There W \ \ (o are no known storm drains within 20'of proposed cesspools.There are no surface waters within 300'of parcel.All surrounding parcels vacant within 150'of property line. O_ 00 M RO\ PROPOSED 0) 5. Proposed Residence as per Model C -Architectural Drawingss by N OcA Axelrod&ChervenyArchltects A.I.A.'P.C. - October 2006.RESIDENCE \ FFE: 71 .0' (o 6. Proposed Sanitary System is designed for a total of 6 Bedrooms. \ \ -Q�oP cel `J6' `o / m o 40' �% SUFFOLK COUNTY DEPARTME.MT OF HEALTH SERVICES O \ \ a PERMIT FOR APPROVAL OF CONVI ^CUCTION FOR A CL SINGLE FAMILY RTSI?ENc-a AND -01 \ B a \ Q� PROPOSED / �9i AP�FI;t3E EO 3 \ \ Q # L l lA�'_.. - .' 'L� TOTAL VlAxi um BE ROOMFS E \ m -I �o� \ EXPIRES�1REE YI=,uRS FROM DA`,E OF APPROVAL 1A do N w \ N \ \ ¢ \ 0 �V / 372 JLot HO CORP. N COOPER AND\ b '� (Vacant) XCAVATION INSPECTION kr-aIRED FRANCES\M. \ � / FOR SANITARY SYSTEM 3 COOPER\ 1 -M � !! , �Y HEALTH DEPAIIM (UNPAVED AVEC � � � 66 ' NOV ® � 2006 3 TO RESIDENCE �•' ,/ 900' TO THE\\ \ \ _ F'Dv NORTH OF \ / ®� NES DATE BY DESCRIPTION —�PROV. BY LOT#4) \ i' ��� tI �® REVISIONS 66 _ -T^ —�'� ��Ci� C1� Lot No.4 at the the Fields at Mattituck \ \ \ O �® for 372 Jericho Corp. k;3 ,� rL Situate at Mattituck a N/F \\ ej °0, �t Town of Southold, Suffolk County, New York JOSEPH T. MACA W 5h 30• o ,s• 30• c � �, Sewage Disposal System Plan \ S (� _ L. K. MCLEAN ASSOCIATES, P.C. (VAC T — \ \ Non Disturbance ®� CONSULTING ENGINEERS FA-R` MLAND) \ \�• Natural Vegetation ® '® -- 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK Buffer GRAPHIC SCALE Sheet No mo Designed By LMY Scale 1'= 30' CD ` \\ \\ \ Drown By, LMY Date Nov. 6, 2006 Il H —__A pp__raved yr IFC/CFD I R.No 05031,000_,_ Il KEY � PROPERTY Symbol Description R=1 ,020' N 68'1 1'20" E Q OF Existing Contours(C.I.=2') L=178.02' 190'f �- - "rr (2 N 78.11 '20" E, 200 372 JERICHO CORP. ' I i 71 Proposed Contours(C.I=1') R=215',L=328.34' :} ON THE SEP 0 2��7 SUBDIVISION MAP OF \ o o N/F � PROPOSED SANITARY SYSTEM 1,500 GAL. SEPTIC V rO �''"` __.__...._ ! FIELDS AT MATTITUCK \ 372 JERIFHO TANK (8 DIA. x 5 LIQUID DEPTH) WITH HI ; \ ago CORP. DOME AND (2) 8' DIA. x 8' DEEP HING P.O.B. ` ,L LOT 14 Lot POOLS (LOC. OF FUTU SHOWN) 1 _ , n FILED:MARCH 31,2006 AS MAP NO. 11370 \ (Vwcant) 200.0_2— I L + \ o — SITUATE AT \ j 69 LP ro .� MATTITUCK 4 — co �i N 83'21'14' E — — Proposed 18.7 I 8 / \ Roof Line ST o ] - ` Z - TOWN OF SOUTHOLD i 10 F� oo - \ /I- SUFFOLK COUNTY,NEW YORK LAi SEPTEMBER 141-2007 PROPOSED 1 LP a FJ RESIDENCE le�N \ ®� FFE: 71 .5 rpm (0 AREA OF PARCEL = 35,095± SQ.FT. OR 0.806± ACRE NOTES CA 0 10 c \O , OSED J Q, O O 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. CD \ Dp •L 2 BEARINGS SHOWN ARE ARE REFERENCED TO FINAL PLAT OF"THE FIELDS AT o: 78.2 p R p 00 1 Existing CP het ` MATTITUCK,'FILED MARCH 31,2006 IN THE SUFFOLK COUNTY CLERK'S OFFICE AS r, \ I \ a; \ AD ✓ MAP NO.11370. 0' Bldg. ` �jP+ r_e �P 3. UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY MAP BEARING A Foundation / QQ �� CD LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,W. \ O 1 Wa11 SUBDIVISION 2,OFTHE NEW YORK STATE EDUCATION LA �� CnO 4. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL L OF THE LAND SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED to S � TO BE VALID TRUE COPIES. \ NX / G Garage 1 I � 5. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS \ Q 75 ADOPTED BY THE NEW YORK STATE ASSOCIA TION OF PROFESSIONAL LAND o 6 1 SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR L- yo • � � �� WHOM THE SURVEYIS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, o \ CD ` 43.4 i �� GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT u \ TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. \ �� Proposed PROPOSED aRoof Line D R I V 6. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 0 ' 7. THE SURVEY CLOSES MATHEMATICALLY L Off` Plan Notes: tn L _ 0`y a m — ri N/F 1. Existingcon urs from Final Road&Drainage Plan as prepared b Youn &YoungLand It N 61 372 J E R I C H 0 CORP. Surveyrs of m' 30,2004 and surveyed January 28, 1992(Datum:NGVD 1929 UC&GS). I. DOUGLA 5 #A\ Lot COOPER�N D � 2. Proposed Residence as per Model C-Architectural Drawings by Axelrod& (Vacant) ChervenyArchitects,A.I.A.,P.C.- October 2006. 00 FRANCES M. 1 3. Proposed Sanitary System is designed for a total of 6 Bedrooms. COOPER\ (UNPAVED DR VE `D SUFFOLK COUNTY REAL A \ TO R ES I D E N C ` Of N EPA/y® PROPERTY TAX MAP 9 00 TO THE �P� F U LKFA '��- DISTRICT 1000 Y \ \ �• RiS' SECTION 113.00 DATE BY DESCRIMON APPROV. BY 3 NORTH O F \ \ i o °2 BLOCK 02.00 LOT#4) I 9' tt LOT 058.000 REVISIONS t Fields at Mattituck 9 _ Suffolk,County. New York Q' N '' tel` I he certify that this map was made from LOT #4 (Parcel#58) N/F \ ra n�''j`�' `�� Mo 049y0� an ctu y mplet d by me on 9/14/2007 Building-Residence JOSEPH T �h! Y ( ���� POST CONSTRUCTION FOUNDATION SURVEY F MACH \ �''- S J so' o ��s' 3a' ®�A� L. K. McLEAN ASSOCIATES, P.C. (VA NT — \ \ Non Disturbance CONSULTING ENGINEERS / ROY . FU KERSO S. 437 SO. COUNTRY ROAD, BROOKHAVEN. NEw YORK C3 FARMLAND) \ \ NaturaBuffe etation NYS LS No.49500 Designed By- — Scale 1'=30' Sheet N. GRAPHIC SCALE Droen Hy- LRY Date Sept. 14, eoo7 I 0_ 1 Approved Br CFD Fie No. 05031.000 1 � � n 1 KELLY ENGINEERING ASSOCIATES 12700 Maryvale Court Ellicott City,A11D 21042 Phone: (240) 755-0070 Fax: (410) 531-6398 WIND LOADING CALCULATION' for SINGLE FAMILY RESIDENCE at THE FIELDS AT MATTITUCK TOWN OF SOUTHOLD, NY October 25, 2006 REFERENCE CODES: RESIDENTIAL CODE OF NEW YORK STATE BUILDING CODE OF NEW YORK STATE ASCE 7-98 "M AIMUMDESIGNLOADS FOR BUILDING AND OTHER STRUCTURES" 0f NES �. ®`'t, a J. O t t rL f 69670, / �'��OFESSio,a���i Mattituck Residence Kelly Engineering Associates Design Parameters in accordance with the Residential Code of New York State: Basic Wind Spee 120 MPH(3 se gust) (Figure 8301.2(4)) Exposure Category B— urban area with obstructions or wooded area for 1500 feet from structure (8301.2.1.4) Internal Pressure—Designed as partially enclosed building in accordance with the Building Code of New York State (8301.2.1.2) Load Combination: .6D+W (Formula 16-11 of the Buikling Code of New York State) Wind Pressures are calculated in accordance with ASCE-7: Qh=.00256 Kz Kzt Kd V V I (Eq 6-13) Kz= .70 for Exposure C,Z=30 ft height above grade (Table 6-5) Kzt=N/A (site does not meet requirements for hilly terrain as defined by 6.5.7.1) Kd= .85 (Table 6-6) V= 120 MPH(Wind speed—3 sec gust) I= 1.0 (Building Category II) (Table 6-1) Qh= .00256 (.70) (.85) (120) (120) (1)=21.93 PSF t s�L J. r P=Design wind pressure=Qh(G Cp—G Cpi) (Eq 6-18) G Cpi= +/- .55 (Table 6-7 for Enclosed Building) G Cp is determined from Fig 6-5 p�Q�' 3Si0���k Mattituck Residence Kelly Engineering Associates WALL PRESSURE G Cp=+0.9/-1.0 (Figure 6-5 for Zone 4, A=40SF) P=21.93 ( 1.45/-1.55) = 31.8 PSF Inward/34.0 PSF Outward Span= 10 ft(at garage) Use 2x4 Doug Fir Larch or Hem Fir#2 grade @ 16" o/c (see attached calculation) Span= 8.75 ft(first floor) Use 2x4 SPF stud grade @ 16" o% (see attached calculation) ROOF UPLIFT PRESSURE G Cp=-1.2 at Zones 2 and 3 (Fig 6-5B, Gable Roof, Slope=30 to 45 degrees) G Cp=-1.0 at Zone 1 G Cp=-2.0 at Overhang �� C CO Wind Uplift Pressure: ' P=21.93 (-1.2- .55)=38.4 PSF atZones 2and 3 r� 6,7 SIO�A� P=21.93 (-2.0)=43.9 PSF at Overhang Roof Dead Load =3 PSF(Shingle Roop+1.0 PSF(fining)+3.2 PSF(Framing) =7.2 PSF x 1.54(adjustment for 14/12 slope)x .6=6.6 PSF Net Uplift Pressure=38.4 PSF—5.4 PSF=31.8 PSF(Zones 2 and 3) Net Uplift Pressure=43.9 PSF—6.6 PSF=37.3 PSF (Overhangs) Rafter to Ridge Tension Strap: U=33.4 PSF(8'X8'/2)(32/12)/6'= 475 lbs Use Simpson LST12 strap w/4-10d nails at alternate rafters Uall=4 (154 lbs)=616 lbs>475 lbs Mattituck Residence Kelly Engineering Associates Uplift from typical rafter to exterior wall (worse case at garage roof): U= [31.8 PSF (12.25')+(37.3 PSF) (1.75')] (16/12) =455 lbs Secure rafter to wall stud with Simpson H2.5A clip Uall= 535 lbs>455 lbs Secure sheathing to double top plate with 2-8d nails @ 4" o/c Uall=53 lbs(1.6) (2) (16"/4" o/c)_ >678 Is >455 lbs Uplift at 6x6 post supporting garage roof: U=31.8 PSF (30'/2)(19.8'/2) =4,722 lbs Secure post to roof beams w/ (4) Simpson LSTA18 straps Uall= 5,060 lbs>4,722 lbs Uplift at base of first floor exterior wall(worse case at garage): U=455 lbs- [ ((10 psf) (12.25')+(7 psf) (10')) (6) (16/12)] =301 lbs Secure sheathing to double top plate with 2-8d nails @ 6" o/c Uall=53 lbs(1.6) (2) (16"/6" o/c)_ >452 lbs >301 lbs Uplift at second floor exterior wall(worse case at his bathroom): U= [(33.0 PSF (6')+(37.3 PSF) (1'))—((10 psf)(9.5')+(7 psf) (7')) (6)) (16/12)] = 199 lbs Provide 14" plywood overlap w/3-8d min nails into stud Or CS-22 ( 1 W'x22 ga) coil strap @ 32" o/c w/5-8d min nails into stud Uall= 5 (53 lbs) 1.6=424 lbs> 199 (32/16)=398 lbs �Z®F NE Permit# Permit Date REScheck Software Version 3.7 Release 1 b Compliance Certificate Project Title: The Fields at Mattituck- Model "C" Report Date.11/07/06 Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 17% Heating Degree Days: 5750 Construction Site: Owner/Agent:. Designer/Contractor: Southhold,NY Permit Date:September 2006 Compliance:Passes Wxi m U 1 • • 1' ®® Ceding 1:Flat Ceding or Scissor Truss: 2826 30.0 0.0 99 Ceiling 2:Cathedral Ceiling(no attic): 425 19.0 0.0 22 Wall 1:Wood Frame,16"o.c.: 5977 19.0 0.0 297 Window 1:Wood Frame:Double Pane with Low-E• 694 0.320 222 Door 1:Solid: 21 0.400 8 Door 2:Glass: 316 0.440 139 Floor 1•All-Wood Joist/Truss,Over Unconditioned Space: 3707 190 0.0 174 Furnace 1:Forced Hot Air:78 AFUE Statement of Compliance:The proposed building represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Glu ; // ..y-e-6— Builder/Designer Company Name Dat e ED Project Notes: dA ; Previously saved project information: Axelrod&Cherveny,Architects " 66 Hamed Road Commack,NY 11725 Doi?�� ®F NP,�g The Fields at Mattituck-Model"C" . 'Page 1 of 4 REScheck Software Version 3.7 Release 1 b Inspection Checklist CN I Date: 11/07/06 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-19.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.400 Comments: ❑ Door 2:Glass,U-factor.0.440 Comments: Floors: ❑ Floor 1•All-Woad JoistlTruss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8. The Fields at Mattituck-Model"C" Page 2 of 4 r ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-4. ❑ Supply ducts in unconditioned spaces must be insulated to R-8. ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R- ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-2. .Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters are required for each dwelling unit. Fireplaces: ❑ Fireplaces must be installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. The Fields at Mattituck-Model"C" Page 3 of 4 2 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 05 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) The Fields at Mattituck-Model"C" Page 4 of 4 Aft4ll 1AA I IV & CHER- -V- EN- - Y- AR%,,.,HITEC iL 66 � 1 ROAD , COMMACK N W YORK � FLOODN x � J . ZOITE OCC ALL CONSTRUCTION SHALL ,7, e YORK ST- -A- -T- R SID NTIA BUI DING CODn COMPLY WITH CHAPTER "46" MEET THE REQUIREMENTS OF THE f FLOOD DAMAGE PREVENTION CODES OF NEW YORK STATE. USE IS WITHOUT DOF I - : SiifE�lFAl TES TABLE R703.7.3 NAILING & CONNOECTTIONS OF OCCUPANCY , f,E RICA OOD TRUSS NOTES REQUIRED. ALLOWABLE SPANS FOR LINTELS SUPPORTING WSONRY VENEER TOTAL LOAD VERTICAL TRUSS DEFLECTION SHALL BE LIMITED TO .75" AND ALL LUMBER TO BE HEM FIR #2 OR BETTER HORIZONTAL DEFLECTION SHALL BE LIMITED TO .50". R301.2.1,1 Wind design criteria: the structure, structural connections & framing systems R 323.1.2 All sills and plates on exterior foundation Wall to be pressure preservatively treated. SIZE OF STEEL ANGLE a,c (inches) NO STORY ABOVE ONE STORY ABOVE TWO STORIES ABOVE No. OF 1/2" OR EQUIVALENT have been designed to resist horizontal loads associated with 120 mph Wind REINFORCING BARS b 1. SHALL WALLS SUPPORTING ROOF TRUSSES THAT EXCEED 40'-0" IN LENGTH A p loads for exposure B in accordance with manual (ASCE 7) "minimum design R 323.1.3 All sills and sleepers on slab to be pressure treated unless impervious moisture 3x3x1/4 6'-0" 3'-6" 3'-O" SI�ALL BE DOUBLE 2x4 STUD WALLS APPRO E�AS NOTE® loads for buildings and other structures11. Wind loads are resisted by exterior -barrier under slab is installed. (Treatment of Wood in accordance with AWPAC22). 1 2. 11ULTIPLE STUDS SHOULD BE USED DIRECTLY BENEATH ANY MULTIPLE PLY DATE: 6 B.P. I wood sheathing and interior wood stud walls with gypsum board. See wall 4x3x1/4 8'-0" 5'-0" 3'-0" TRUSS GIRDER, USE SAME NUMBER OF STUDS AS THE NUMBER OF PLIES IN /� PY 9 R 323,1.4 Foundation Wood girders: Wood girders seated in exterior foundation Walls to have 1 ME.. TRUSS MEMBER. DOUBLE 2x4 OR SINGLE 2x6 STUDS SHOULD BE USED AT FEE: �/� INTERIOR BRG. WALL SUPPORTING ROOF TRUSSES. BY:MP details for nailing and connectors. mini 1 2' air-space all sides or ends Wrapped NOTIFY BUILDING DEPARTMENT AT / p )ped With aluminum flashing. 6x3 1/2x1,/4 14'-0" 8'-O" 3'-6" 2 TALE R301.2(z) R 323.3 Fasteners for pressure treated Wood: hot-dipped galvanized steel, stainless steel, 3• PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN 765-1802 8AM TO 4 PM FOR THE ACCORDANCE WITH THE FOLLOWING STANDARDS: FOLLOWING INSPECTIONS: Door And ns s ll meet Design wind silicone bronze or copper or 1/2" diameter Steel bolts. 2-6x3 1/2'x1/4 20'-0" 11'-0" 5'-0" 4 1• ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED I. FOUNDATION - TWO REQUIRED All exterior Windows and doors shall meet minimum Wind pressures in pounds per square foot (P.S.F.) for 30'-0" R 401.4 Footings: shall bear on undisturbed inorganic sand, gravel class GW, GP, See footnotes a,b„C for Lintel installation requirements. Vf'OCD TRUSS CONSTRUCTION" QUIRED mean roof height, exposure B, zone 5 as follows: soil with a minimum bearingcapacity of 3000 psf meeting the requirements of seismic site a. Long leg of the angle shall be placed in a vertical FOR POURED CONCRETE p q q position. 2. TPI HIB "COMMENTARY AND RECOMMENDATIONS FOR HANDLING AND 2. ROUGH - FRAMING & PLUMBING C) CATEGORY CATEGORY class D or better per table 1615.1 1 yof NYS building code. Footings may b. Depth of reinforced (lintels shall not be less than 8 inches and all cells of hollow masonry lintels shall be gouted solid. INSFALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" alio bear on rock of approved compacted fill place in 8" maximum lifts, In areas Reinforcing bars shall extend not less than 8 inches into the support. 3. TPI DSB "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING 3. INSULATION WINDOW/DOOR SQ.FT.AREA 110 MPH WIND 120 MPH WIND lii.!y to have expansive, compressible, shifting or other unknown soil c. Steel members indicated are adequate typical examples, other steel members meeting structural design requirements may be used. OF METAL PLATE CONNECTED WOOD TRUSSES" 4. FINAL - CONSTRUCTION MUST 10 S.F. 29.1 P.S.F. 34.7 P.S.F. clroracteristics, a soil test by an approved agency shall be performed to determine the 4. TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING MINIMUM DESIGN BE COMPLETE FO;=J C.O. � sdl s characteristics at a particular location. R 703.7.2 Brick and stone having an installed Weight less than 40 psf shall be permitted to be r�: 20 S.F. 27.2 P.S.F. 32.4 P.S.F. p L. )S: ALL CONSTRUCTION SHALL MEET THE U6 50 S.F. 24.6 P.S.F. 29.3 P.S.F. supported on wood. See Section R703.7.2.1 for Lintel support by frame Wall, not T'CLL = 32 PSF TCDL = 15 PSF, BCLL=10PSF, AND BCDL = 10 PSF REQUIREMENTS OF THE CCDES OF NEW R 402.2 Cm-;,rete: a minimum compressive strength is required at the following locations as roof. 100 S.F. 22.6 P.S.F. 26.9 P.S.F. d(termined by Table R 402.2 (severe weathering column), provide 5% air PLUS UNBALANCED SNOW LOADING , WIND LOADINGS, AND ANY APPLICABLE YORK STATE. NOT RESPONSIBLE FOR r ert,ainment in all concrete. SHOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY THE NYS BUILDING CODE. DESIGN OR CONSTRUCTION ERRORS. �' 1 R 301.2.2 Seismic exception: one & two family dwellings located in seismic categories Basement Walls, foundations and other concrete R 703.7.2.2 Brick Lintel support by roof construction: set steel angle directly on min. 2x6 roof rafters Attach roof rafters to wall With 5/8 x 5 laqq screws to min. 5. SFIG ' DRAWINGS AND DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER r and C and townhouses located in Seismic category B are exempt from seining oeloW grade: 2500 psf three Wall studs, remaining rafters shall be anchhored with (Z) 10d nails at every wall stud LICENSED IN THE STATE OF NEW YORK SHALL BE SUBMITTED TO THE ARCHITECT requirements. Foundations to bear on soil of site class Dor better for dwellings to . .",,;ove grade foundation walls, vertical concrete spacing. Install flashing and weep holes. Maximum height of brick veneer above FOP: APPROVAL. SHOP DRAWINGS SHALL SHOW THE SPECIE, SIZE, AND GRADE OF COMPLY WITH ALL CODES OF be seismic category C. exposed to weather: 3000 psf lintel to be: 12'-8", With max. 7:12 roof pitch, LUIJL3ER USED ALONG WITH THE MEMBER FORCES, PLATE SIZES, AND DETAIL OF NEW YORK STATE & TOWN CODES • Porches and garage slabs: 3500 psf EACH TYPE OF TRUSS PROVIDED, R301.4 Design live loads: R301.6 Exterior balcony: 60 psf R703.7.4,1 Masonry veneer Wall ties: 1" distance between veneer and sheathingmaximum. AEI , i_JMBER USED IN THE FABRICATION OF TRUSSES SHALL BE STRESS GRADED. AS REQUIRED AMD CONDITIONS OF R 405.1 Fo idotion drainage: install drains around foundation, retained earth and enclose Install No.22 U.S. guage x 7/8" corrugated sheet metal ties space6 not more than 24" o.c. horizontally . _ --.-- 'i' "'I D TO Wood deck: 40 psf haitable space located below grade. Drain system not required in sand-gravel and vertically and Within 12" of wall openings• 'O` r' L/240 Attics With storage: 20 psf 7. COIJNECTOR PLATES SHALL BE STAMPED FROM 16, 18, OR 20 GAGE, GRADE A, GALVANIZED STEEL. "miture soils per Group 1 soils, Table R 405.1 8. TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS - •---- SOUTriOID T01'r'Fd PLANNING L/360 Floor (not bedrooms): 40 psf R 703.7.5 Brick flashing: install flashing under first course above finished Grade.' L/360 Bedroom floors: 30 psf J' g G BOARD L/180 Roof 45 psf (ground snow load) R 406.1 Dolp oof/Waterproof Foundations: Foundation Walls shall be dampproofed from the Immediately above flashing provide Weep holes 33" o.c. max. 3/16" dia. in Wythe of FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING L/240 Attics with fixed stairs: 30 psf to of the footing to the finished grade. Masonry Walls shall have not less than Wall. ASSL--1aBLY TO INSURE TIGHT FITTING JOINTS. SOUTHOLDTOWN TRUSTEES 3,19" portlond cement parging applied to the exterior of the Wall. The parging shall R 801.3 Roof .drainage: if expansive or collapsible soils exist, roof drainage to dischar e 9. TRUSSES SHALL BE INSTALLED PLUMB, ADEQUATELY BRACED, IN THE PROPER - N.Y.S.DEC R301.2,2.4 Maximum dead loads: be dampproofed With a bituminous coating, 3 lbs./square yard of acrylic modified 9 OR HIATIOPI AND SPACING SHOWN ON THE SHOP DRAWINGS. 15 psf � min. 5 -0" from house or to an approved drainage system. Roof/ceiling P cEnent, 1/8' coat of surface-bonding mortar complying With ASTM C 887. Concrete 10. Col-1114G OR FIELD ALTERAT16N OF ANY TRUSS IS NOT PERMITTED. Floor: 0 Ps w,ls shall be dampproofed by applying any one of the above listed dampproofing R802.3.1 Where ceilin c'st are not provided at to late, PLUMBER CERTIFICATION Exterior Wall: 15 psf r,-�terials to the exterior of the Wall. shall also be su supported b ride girderand rafters shall be deli n ed these accordance 11. THt-- CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF Interior Wall: 10 psf PP Y 9 V'_.•, „ : With Table R 802.5.1 (2) using the Rafter Span Adjustment Factor . ,• ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE ON LEAD CONTENT BEFORE T t�301• R 406.3 P•ous fill: backfill With the same material used for footings, up to height of 1'-0" TEMPORARY BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE CERTIF/CATEOFOCCUPANCY �� „yam �E;.,TIOM OF SMuR& VWB a)ve footing for Well drained sites, or 1/2 the total backfill height for poorly drained R 802.6 Bearing ends of rafters and ceiling joist shall have not less than 1 1/2' of bearing INSi'ALLATION OF THE TRUSSES. ^'-""�f �'�Nry a'es. Cover porous fill with strips of 30 lb. Asphalt paper or 6-mil polyethylene to SOLDER USED IN MATER ALLOWABLE prmit water seepage and avoiding fine soil infiltration. R 802.8 Block between 2"x12" ceiling joist at supports to prevent rotation. PLUMBING I+"!C�"N,11OT STRUCTURAL MEMBER DEFLECTION � ALL PLUMBING WASTE RETAIN STORM WATER RUNOFF SUPPLYSYSTE , PURSUANT TO SECTi! EXCEED 2%1 R 406.34 �3ckfill: remainder of excavated area above porous fill shall be backfilled With same R 802.9 Trimmer joist: single header and• trimmer for openings up to 4'-0" and doubled over (� I &WATER LINES NEED ON 45-��CiD OF 1/LEAD. Rafters having slopes greater than 3/12 L/180 pe soi! removed during excavation. Backfill not to be placed against Wall until 4'-0" unless otherwise noted on plan. Connect With tecos for header joist spans 6'-0" �ti''.' QADS• TESTING BEFORE COVERING OF THE TOWN CODE. With no finished ceiling attached to %,all has sufficient strength and has been anchored to the floor above per code and greater. ',ROOF: rafters section R 404.1.7 6RObAP 6N01N LOAD 45 PSF DO NOT PROCEED WITH Interior Walls and partitions H 180 , R 905.2.6(2) Asphalt shingle attachment: strip shingles shall have a minimum of 6 fasteners FLAT �F SNOA/ LOAD 32 FSF (� �} p / g / per " ',ITERSCERTi�r .;� FRAMING UNTISURVEY R 408.1 Crr,'n space vents: provide 1 s.f. per 150 s.f. of floor area. Install vents Within 3 ft shingle. Fasteners to be min. 12 gauge shank With 3 8" min. diameter head to SNP'% x� t• tR�i, Floors and plastered ceilings L/360 of each corner of foundation. Crawl space access panel to be min. 18 x24 unless penetrate through sheathing. Apply 2 layers felt With roof pitches up to 4:12. , \ OSURE FACTOR I.0 OF FOUNDAT6-LOCATION / P P " opening P HEIR •1.J._ FACTOR REQUIRED HAS BEEN APPROVED All Other structural members L 240 mech. erui ment located provide a 22'x30 access o enin per Sec. M 1305.1.4. r I.O Exterior Walls With plaster or stucco H73-6 0 - ::•• R 905.2.7.1 Ice protection: is� barrier requirements per table R301.2(1) if applicable; install �' liv1PORTANGE f ACTOR 1.0 finish R 502.4 Fl,or purnbing chase: blocking to be full depth © 48" O.C. max. per manufacturers specifications at all eaves to a point at least 24" inside „ • , r =-dGl a exterior waJ line and at all valleys. 5T^..IR JP EXIT5: 100 PSF Exterior Walls-Wind loads with L/240 R 502.6 Eecrinc, e6j s bf tioist, beams or girders shall have min. 1 1 2" of bearing on Wood and 1 9 / 9 UNINH/•,` ,DEE ATTIC W/O STORAGE: IO FSF brittle finishes rr et l ao 3" min, on concrete. Joist framing from opposite sides over bearing R 905.2.7.2 Underlayment: install underlayment with corrosion-resistant fasteners per Exterior Walls-Wind loads° With L/120 ,r,c ; min. lap 3 with min.(3) 10d face nails. Ledger strips not less than 2x2 . manufacturers specifications applied along the overlap not farther apart than flexible finishes 36 o.c. 13A' 6. VJiiJD SPEED 3 SEG GUST R 502.7.1 Jr i,, 'lbiidging: only joist exceeding 2"x12" are required to be supported laterally at �I ( ) 110 MPH NOTE: L = span length, H = span height rn'i.' :pan b solid blocking or dia nol bridging 1/I -,MPORTANGE FACTOR 1.0 Y 9 g g' g (Wood or metal) at intervals not R 905.9 Built-up roofs: min. '.slope 1/4" per foot 2% for drainage, � ( ) 9 E:, ,. ,,IRE a. The Wind load shall be permitted to be taken as 0.7 times the Component and - ing 8'-0". Engineered joist bridging per manufacturer's installation q��� Cladding loads for the purpose of the determining deflection limits herein. 18�.18 re.,Lernent5. t R 1001 Masonry chimneys and fireplaces: to be constructed in accordance With code 1NTf:;''I;^^-L PRE66URE GOEFFIGENTS . l section R1001.1-R1003.13. 4nv R 303 (1) Habitable room venting: window opening min. 4% of floor area or mechanically R 502.8 Dthlr,5 & notching dimensional lumber: to conform to Section R 502.8.1 and WIND F''.L551FE5 ARE TAKEN FROM SECTION 1609.6 OF THE f5UILPING CODE. producing g P P ['aur's R 508.8 Sections R802.7.1 for joist, rafters and beams/R602.6 for studs/R R 1004 Factory built fireplace: tested in accordance with UL127 labeling on equipment per MEAN i'.CGF HEIGHT OF 25 FT 15 LE55 THAN BUILDING WIDTH OR (00 FEET". vented roducin 0.35 air chane per hour except bedrooms and finished basements. ti02,t1 for wall ; lutes R602.7 for headers and Figure R 602.6 1 and (2). code m1303 & m1414.1 and installed GGMFGi6TIT5 ANP CLADDING ARE DESIGNED FOR WIND PRESSURES FROlv1 TA plates/ 9 ( ) ( ) per manuf. specifications. Exterior air intake from BLE 1�09.G.2.1 2 Habitable room lighting: glazing min. 8% of floor area or artificial light of Fc!lod•monufocturer's specifications for engineered Wood products. exterior of dwelling "or from spaces Within the dwelling ventilated with outside air such F: O 9 9= 9 9 g g P g P za:_ WIND PRESSURE PSF �i as crawl or attic spaces", Garage and basement excluded from outside air source. Chases � ( ) 6 foot candles at 30 ablove floor. � I 19.9/-21.8 �-•. R 502.12 Draftipping: install 1/2' gypsum board or 3/8" plywood or particle board parallel shall be firestopped at each floor and ceiling and insulated thoroughly on inside and DA R 303.6 Habitable room heating: capable of maintaining min. 68 degrees at a to ori Web floor joist With finished top and bottom flanges every 1000 s.f. of outside Walls to reduce air infiltration. �fOP*�- ► point 36" above floor and 24" from exterior wall, ccincefed space. Provide stop material at suspended ceilings under floor framing A every 000 s.f. of concealed space. M 1305.1.1 Furnaces in closets: to have min. 30" clearance in front of unit for service. Closet 5 21.8/-Z9.1 LG�0�'� R 305.1 Minimum ceiling heights: 7,67 min:' in habitable rooms Width to be min. 12 Wider than furnace and 3 min. clearance at back and sides. ROIfi G'VERHANG �G9 PSF --. ! •C r.''6 „ Minimum basement heights: 7'-0" min., 6'-8" under ,girders, ducts, etc. R 503.1 Sheathe: Provide access panel opening large enough to remove largest appliance but not less � Subflocng 16�' o.c. support 5/8" min. than 22" x 30". For appliances located in attic, install switch operated lighting fixture EARTII•?Lrtir\E: t1/•'.11L�i� 4:��j��� R 308.4(6) Glazing of hazardous locations: all glazing within 24" of hinged door in closed 24 O.C. support 3/4 min. and receptacle. Provide clearances ' ( ) g g g g per manufacturers installation instructions. � � 5t=1_„tiv, USE GRGUP t�ooi stothin 16" o.c. support RE �"J5E GOEFFIGIENTS: yds=.35, Shc= .OS �F position must have safety glazing unless sill height is 60" above floor. g pport 1/2'; min. SITE= 'LASS p N\� w � O Q Table F803.1> 24 o.c, support 5/8 min. M 1307.3 Appliances with ignition source sharing garage floor to be elevated 18" min. and ' R 308.4(10) Stairwell ,Windows: Window sills at stair landings less than 60" shall have safety r"1��11 s�5thing (1/2" min, protected from impact by vehicle. \,v r, Q° c PESICI GATEe6RY glazing. RE5TRAININa SYSTEM LIG iT FRAME WALLS W WOOD SHEAR PANELS � See nag schedule Tables R 602.3 (1) & (2) for fastening. All roof and Wall M 1501.3 Clothes dryer duct: not to exceed 25'(excluding transition duct) and reduced 2 1/2" / (R=G) " U R 309.1 Doors from garage into habitable space: 45 min, fire rated With self-closing plywoo<panels shall be exterior grade, With exterior glue, shall meet the for every 45 degree bend and 5' for each 90 degree bend, Install booster fan for DEG!Ghl BASE 6MEAR 5./(o KIPS device. requireents of the latest edition of the U.S. products standard PS-1, and shall be additional lengths. Clothes dryer exhaust system shall comply With code section AN/4-Y515 PROGEPURE SIMPLIFIED ANALYSIS PER SECTION I617.5 idcntific with the appropriate Grade Trademark of the American Plywood m1501.1 listed and labeled in accordance With UL2158A. Exhaust duct size shall ° R 309.2.1 Garage Walls: 5/8" type-X gypsum board on garage side, 1/2" type-X gypsum board Associ,,rn• comply with code section m 1501.2. Q on opposite Wall side at habitable areas. P!vwon<sheathing to run continuous 12" minimum past top and bottom plates M 1506.3 Exhaust fans: in baths When required to have mechanical exhaust capacity of 50 R 309.2.2 Garage ceiling: 5/8" type-X gypsum board. of all :erior Walls. If plywood stops at plate, then provide Simpson LSTA18 cfm intermittent or 20 cfm continuous. N�tILIP�<.7 S�iHEDULE Q' ,,.trous 48" o.c. and corners, nailed to studs With 10D nails in holes provided. on: rentei ra s I ' a R 310,1 Finished basements: egress Windows sill height max 44" above floor, p pyWood joint. Use LST 30 strap if plywood does not overlap G 2426.5.3 Chimney termination; chimneys shall extend 3 -0" above the highest point Where U hoth tl top and bottom plates at the some floor level, it passes through roof and at least 2'-0" above any portion of roof within horizontal GON<`�,Ci".TION FASTENING R310.1.1 Window egress opening requirements: net clear opening first floor 5.0 s.f,, second distance of 10'-0'. _.. TYPE floor 5.7 s.f„ min. height opening 24", min, width of opening 20". Sub flcing shall be installed With face grain diagonal across supports: break joints in 1. JO15T TO 51LL OR GIRDER 3- 8d TOENAIL adjac:al courses; locate end joints over supports and drive nails flush or slightly P2801.5 Water heaters: not installed on slab shall be installed ino galvanized steel pan M '° below ::face. Underlayment, where required, shall be similarly installed. having a min, thickness of 24 ua a and 1 1 2" dee provided With drain line. 2. BLOG!GING BETW. JOISTS OR RAFTERS TO TOP PLATE 3- 8d TOENAIL o R 310.2 Egress Basement window Wells; min, net clear area to be 36 x 36". Provide steps g g / p out of Well if base height to grade exceeds 44", S. SOLE PLATE TO JOIST OR BLOCKING 3-16D AT I6"O.G• FAGENAIL �t Roof :;.)thing, shall be laid With face grain at right angles to supports; locate end F NOTE: CODE SECTION 122...2 4. STUD TO TOP PLATE CD R 311.4 Hallways: min. 36" clear Width, joir,;s dr supports; stagger joints; provide metal H clip at joints at sides of panels 3- 8d OR 2- 16d TOENAIL Location of carbon monoxide detectors: At least one carbon monoxide alarm shall be provided in o %';!ien _cing of supports is 24" o.c. and roof sheathing is less than 5/8' thick. P 5.'STUD TO 50LE PLATE 3- Sd OR-2- Ibd TOENAIL N each dwelling unit. The required carbon monoxide alarm shall be installed in the immediate vicinity of b. DOJ�LE STUDS i R 312.1.2 Landings at doors: min. 36" x 36" handing required if (3) or more risers required. bedroom(s) on the lowest floor level of the dwelling unit containing bedrooms IOd AT 24 OG FAGENAIL All f!oolto be covered With carpet shall have (1) layer 3/4 underlayment board or 9 ( ) 7. DOUBLE TOP PLATES FAGENAIL � R 313.1 Ramps: max. slope one unit vertical to 8 units horizontal ( 1 in 8 slope). other droved equal, over sub-floor, floors to be covered With oak flooring, granite _ IOd AT 24"OG or cei cic the shall have 1 layer of 23 32 sub-flooring, _' ATE5, LAP AND INTER5EGTION5 2- IOd Provide handrail one side for slopes that exceed 1 in 12. Y 9 1, E '��' 8. TOP P,_ FAGENAIL W R 602.3.2 Wall .ible to late end oints to offset min. 24". CLl�l111C AND GEOGRAPHER DESIG CRITERIA q. GON"I'INIJOUS HEADER, TWO PIECES Ibd AT 16"OG ALONG EACH EDGE FAGENAIL R 314.1 Stair: stair Width min. 36" With min. clear opening 31.5" With handrail one side and P P j N Q 27" handrail both sides. Int. & ext. stairs to be illuminated. GROUND Wind 1,2 10. GEIL.INc'� JOISTS TO PLATE 3- Sd p SEISMIC SUBJECT TO DAMAGE FROM TOENAIL R 602.3.3 Bearir studs: Wall studs to be Within 5" max, under bearing members unless WINTER ICE SHIELD FLOOD N 11. GONT'INUOU5 HEADER TO STUD 4- 8d w 1 2i" or 3 2"x4" lates are installed. SNOW DESIGN FROST LINE DESIGN UNDERLAYMENT Y TOENAIL r � R 314.2 Treads & risers: max riser height 8 1/4". Min, tread depth 9' plus nosings l"-) ( ) P e 9 o HAZARDS h 12. GF!LING JOIST5 LAPS OYER PARTITIONS 3- IOd 3/4'-1 1/4 max. Open risers not permitted on rises greater than 30 . Max. 3/8' tread LOAD SPEED (mph) CATEGORY WEATHERING DEPTHb TERMITE DECAY TEMPf REQUIRED FAGENAIL ~ and riser variance within stair run. Min. tread width of 6" on winders. R 602.8(1-5) FbIocking: fireblock all concealed draft openings (vertical & horizontal) between 13. CEILING JOIST, TO PARALLEL RAFTERS 3- lad FAGENAIL 0 stes and top story open to attic space. Firestop material to be wood butts or 45 110 (C) See note SEVERE 36" MODERATE SLIGHT +11 (c) YES See note "h" N 14. RAFTER TO PLATE � blkets, secure) retained in lace per Sections R 602.8 1 (1.1) and (1.2). R301.2.2 Y 2- 16d TOENAIL < R 314.3 Stair headroom: Min. 6'-8' measured vertical. Y P P ( )� 15. BUILT-UP CORNER STUDS IOd �j R 315 Handrails: provide 34"-38" high handrail on at least one side of stairways with R 702.3/ Gyp-n Board: install over 2" nominal Wood framing or 1x2 furring strips ® 24" For SI: 1 pound per square font = 0.0479kN/m2 1 mile per hour = 1.609 km/h 16. ROOF RAFTER5 TO RIDGE, VALLEY, OR HIP 24" O.G. 4- 16d TOENAIL 0 2 or more risers. Table 702.3.5 o.c.1ax. Prevent exposure to Weather. Attaching gypsum board to Wood frame as a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code. The Weathering column 3- Ibd TOENAIL 0 foil; (unless noted otherwuse). Screws shall be type S or W and penetrate wood shall be filled in With the Weathering index(i.e., "negligible". moderate or severe ) for concrete as determined from the Weathering Probability Map[Figure I� _ AIL I " 5 fmin., 12" o.c. for ceiling and 16 o.c. for walls, Nailing to ceiling O]• g masonry . RAFTER_ TIES RAFTERSFAGE � R 316 Guardrails: porches, balconies and stair landings 30 above floor or grade to be / 9 g g Wood frame R301.2 3 The rade of mason units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C216 or C652. � 3- Sd FAGENAIL Q installed With 36" high railings, balusters not to allow passage of a sphere 4' or to 17" o.c. and 8' o.c, at Walls. b. The frost line depth may require deeper footings than indicated in Figure R403.1(1). The jurisdiction shall fill in the frost line depth column With the minimum I8. 5UBFLOOR TO FRAMING 8d COMMON 6" O/G AT EDGES, L2" O/G INT SUPPORTS 9 9 P 9 P depth of footing below finish grade. more in diameter. R 703.2 ;,s lialtaturated felt: 14 pounds per 100 sf applied horizontal) With the upper c. The jurisdiction shall fill in this port of the table With "very heavy", "slight to moderate or "none to slight" in accordance With Figure Iq. Wf.LL SHEATHING TO FRAMING P p P PP Y PP R301.2(6 depending on Whether there has been a history of local damage. bd COMMON 6" O/G AT EDGE5, 12" O/G INT SUPPORTS 0 R 317.1 Smoke alarms: install smoke alarms in all bedrooms and in immediate vicinity layer lied over lower min. 2". Lop 6 at joints. d. The jurisdiction shall fill in this part of the table With "moderate to severe", "slight to moderate", or "none to slight"in accordance With Figure R301.2(7)depend- 20. ROOF SHEATHING TO FRAMING 0 outside of bedrooms. Install one smoke alarm on each level including basement. Ing on whether there has been a history of local damage. Sd COMMON 6" 0/0 AT EDGE5, 12" O/G INT SUPPORTS (SEE NOTE B) UJ g R 706.6 Extel iorlaster (stucco): corrosion-resistant lath to be attached With 1 1 gauge, 1 1/2" e. The jurisdiction shall fill in this part of table With the Wind speed from the basic Wind speed map[Figure R301.2(4)].Wind exposure shall be deter- 21. GYPSUM WALLBOARD Interconnect all alarms. mined on a site-specific basis in accordance With Section R301,2,1.4. 5d COOLER 4" OIC, AT EDGE5 8" O/G INT 51JPPORTS Cf) long wl 7/16 head nails or 7/8 long 16 gauge staples 6 O.C. max. Plaster three f. Refer to Table N1101.2 'Winter Deign Dry-bulb Temperature' column } R 317.3 Automatic S Sprinkler S stem: buildin s havin a hei ht of 3 stories shall be eclat--; c:r lath or 2 coats over masonry wall. See Table R 702.1 (1) and (3) for g. The jurisdiction shall fill in this N Z P ' y g g g � part With the Seismic Design Category determined from Section R301.2.2.1. Y NOTE A: shickile, and mix requirements. h. The jurisdiction shall fill in this part of the table With a the date of the jurisdiction's entryinto the National Flood Insurance Program (date of adoption of the first All nails are smooth-common, box or deformed NOTE d: equipped with automatic sprinklers in accordance With NFPAI 3D. q code or ordinance for management of flood hazard areas),)(b) the date(s) of the current effetive FIRM and FBFM, or other flood hazard map adopted by the Nalls for attaching roof sheathing to W A sprinkler system is required When first story is basement where the community, as may be amended. shanks except where otherwise stated. Nails finished floor above basement is: Table Exterior'yl siding: min .035 thickness, lap joint .120 x 1 1/2' long i. See Fi ure 8301.2 5) for intermediate su orts shall be 5 aced 6 Inches W g L ground snow loads. N used For framing and sheathing connections shall pp p = 1. more than 6 ft. above rade for 50% or more 703.4 noil:; oraple' 1 3/4 length each stud. on center for minimum 48-inch distance from 9 Y have minlmum average bending yield strengths as , 2. rnore than 12 ft. at any point follows: 80(k5l) (551 M o) for shank dlometer of ridges, saves and gable end walls; and 4 Inches w R 301.2.2 Seismic exception: one & two family dwellings located in seismic categories p 3. more than 6 ft, above grade plane B and C and townhouses located in seismic category B are exempt from seismic O.Iq2" (20d common na!I), 10 ksI (62OMpa) for on center to,gable end wall framing• I- requirements.Foundotions to bear on soil of site class D or better for dwellings to shank diameters larger than 0.142" but not lar ,er than 0.177", and IOOksl (684o) foriM 06 be seismic category C. g p 0 shank diameters of 0.142" or less. coQ Q SCALLOP SHINC-tES S"'x 30" 8'"x 3d" LOUVERED ti LOUVERED ATTIC VENT N °O SCALLOP SHINGLES ATTIC VENT SCALLOP 6HINC-7LE6c 10" SOFFIT - SEE DETAIL I IZ TYPICAL ROOFING: DI R 9052.7.1 ICE PROTECTION IZI2 INe SHINC7LE IUNDERLAM ENT I3YR GERTAINTEED (ORP„ } co O S"x 30" ARCHITECTURAL SHINGLES- I2 LaJVERED RIDGE VENT PER R905.2./v(2) 5/4 x S RAKE SDS � W O m ATTIC VENT I4# FELT (8703.2) 1� t -- V 2” SHEATHING FYPON DENTIL �LOGK D MENSDION FROM THE SAVE EbGE TO A POINT a S" SOFFIT - SEE DETAIL 1 I/ Q ED HORIZONTALLY Z�} INSIDE THE Z DI #1?KTSXSx'1 OR E UAL EXT. WALL LINE OF THE STRUCTURE & AT ALL - W 1212' OG OVER 12"' TRIM 13D CRITICAL VALLEY & WALL TO ROOF WINDOV HEAD 15Y INTERSECTIONS. -' U f ( 5/4 x 8 RAKE SDS "FYPON" CHARLOTTE W MODEL OR E,rUAL x DECORATIVE �RAGKETS (TYPICAL) 5/4x S FA5GIA �D5 f5Y "FYPON" MODEL #00001 1 1 11 GUTTER AND LEADER (TYP) Q OR EQUAL 12" OG 14,11 1 1 ® OVER IZ" TRIM 13D 12 - � v ( z off I 0 00 1 11 11 ERi 11 11 1 14 2" Z OH G" BLIND �C w Wp/ PI 1z 5/4 x h TRIM FLASHING WINDOW HEAD 15Y A // WD RAIL O '1FYP6N' CHARLOTTE - MODEL OR EQUAL ~ a' (TYPICAL) - - - - - - - - - - - - - - - - - - - _ 4, 4�' BLIND :2 z :2 BLIND FLASHING z FLASHING `n 2ND FLR LINE ° 2ND FLR LINE - - --- -- ---- - - - - - - - - - - - - - - - - - - - - - - -— ."°°\ �'N �'— \\ p I'-Id' (� FYPON 6RA64<ET # MT30x -30 Gam\ 5/4 x k TRIM TYPICAL = Ll Hill 11 - 1 - - / r - Will - - - - _ \ / IST FLR LNE J 4 4 4 1—� ] IST FLR LNE —- - - - - - - - - 1 '1�1� - - - - - �� - O - O - - - - - -—� h—� I I I I I I I I I i I TYPICAL SIDING I I II I 3/4" HIGH I I I d CEDAR SHINGLES I I i p -GAPE IL I I I WD RAIL I I ------------- 15# FELT ON I I I I I I ------------- W/ RECESED PANEL S I I ____ � I/2' PLYWOOD SHEATHING I I I I I 12"x 12" SQ. WD PANELLED GGLLMNS I I I I.-------------------------------------- T--I I I ( I I I �--1 LIGHTWEIGHT CULTURED STONE VENEER L,_J 6Y ELDORADO STONE- 'VENETO FIELD STONE" I I I RADIUS FOUNDATION I I I L_ 1 FRONT ELEVATION 1 _-1 P.G. STEPPED FOOTING @ r_ -- �O DEGREES MAX SLOPE I I I I I I I I I 1/4 = i—d f--1--- ---------------------------,----------- - -,------------,J—L,---------TL-------------------1-,---------------------------T---- L--------------------------------------------I-----------�---I------------I---I----------L--------------------I---------------------------1------I MUE APPROVED L TERRA GOTTA FLUE - FIREPLACE FLUE IN 0EM71\IT WASH MASC'T;`ARY CHIMNEY ALIGN RIDGES - GORF#LLED GAP 1 T p RIDGE VENT S"x 30" M LOUVERED `� N /_ 8"x 30" f5RI6V, CHIMNEY ATTIC VENT ALIGN RIDGES Q O Y' LOUVERED ATTIC VENT 1 S" SOFFIT - SEE DETAIL DI RIDGE VENT �1 8"x 3d' - SCALLOP SHINGLES 12 I I I �.1..� IZ IZ METAL FLASHING 1 2 f TTI AVENT (~� f 7 TA77 5/4 x S RAKE SD6771 1 1 1 8" SOFFIT - SEE DETAIL IZ " DECORATIVE 15RAGKETS DECORATIVE DRA(-gT_6 1 DI ItE f v rY "FYPON" MODEL #0/47001 15Y "FYPON" MODEL I #067001 1 �••� OR EQUAL 12 OG OR EQUAL IV' OG OVER 12' TRIM I5P OVER 12" TRIM pD i 14 F ® IZ .4 �1 - 1 1 TTI 1�., I 1 I2 (" 13L IND I 1 1 2„ b I 2„ OH FLASHIN _ OPT I DECORATIVE 1�RAGKI=TS I I \ w FIREPLACE �1 (O"' BLIND 15Y "FYPON" MODEL #O/o700I �. . ...- .,.. IZ I I IZ FLASHING I I 5/q x 6 TRIM CHASE 1 I � EQUAL 12" OG LINE OF I I W A OPT I 1 ALIGN 2-NP FLR LINE FIREPLACE I I - FASCIAS OH / \ ITTT LANDING PLA DRAWN BY: 10AS T-FGRM 1 // \ _� :I E D TTmI // \\ CHECKED BY: GC FF 17III \\ / � 10-20-06 TEMP GL REV No. DATE: FM M7 L —� \ // \ 1 11/4/061�AS 11 1 1 4' 1 11 1 11 1 1 Q \ IST FLR LNE _- / D _ \ / LIST FLR LNE 1 I i i WOODDEGK i .174 IL _ _ JI i i i IL _ _ JI I I 1 I I I W/ HANDRAIL I L - - - J I S" 60X I I I I TO GRADE I I I I I ® I I I I I I 5/A x 12" TRIM I I I I I I I I I I I GREEK WALLS I- I I I I I I I 1 I I I I I I I I I I i I I I I I I I I I I I I I i I I I I -------------------------------- -------- --------------------------------- ------L---------------------------------L-------------1-------------------------------------L-------------------------------- ---------------I---L-------------------------------------- JOB NUMBER REAR ELEVATION . 06030 VIC = r—do MODEL LOT z SHEET NUMBER 0 Q w COPYRIGHT AXELROD & CHERVENY ARCHITECTS 2006 w OF N00 ti m RIDGE VENT RIDGE VENT Z 00 PROVIDE MIN S IGd NAILS 2x 12 RIDGE 15M 7 12 / \ W 0O co p AT EACH RR TO GJ I 1Z FI// I a, w >-' GONNEGTION I 9" (R-30) WATTS I RIDGE VENT // 1 z w w PROVIDE MIN (S) IGd NAILS / / 7 AT EACH RR TO w I W 2 x 10 RR- I w" OG 12 GONNEGTI0N ROOF OVER 12 9 I I BEYOND M �/ ± I I ui F Q 6IMP60N 112.5A TIE 9 - 2x 10 RR- I/" OG I I // \ LINE ROOF F &ALD RY I w O _ p ® SECURE SNEATHNe TO I I / \ ;" � DOUBLE TOP PLATE W/ Z'�x 10 NIGH GJ- IG" OG SIMPSON 1-12,5A TIE I I /�i 5/4x S FA!GIA M5 \ I I �' U O 2 ROWS 8D NAILS @ A" 0/G /v" (R-19) l3ATTS2r: I I __L�__�TOP PLATE (TYPICAL) I �IN A�6- L I ►�+ c° I I / I 12,r w OH b / FWI z 0 MASTER SUITE - I�REAKFOVER / / �- _ \ I I I / / � \ ���-- LINE OF DINI�JG ROGivi I 2x /o STUD WALL I( OG I MYOND /I� / 1 \ ROOF 15EYOND �— 1/2" SHEET ROCK � 2,r x 1211 F6 /o' (R-19) WATTS L -1 Q� 1/2 SHEATHING I I I F FL A 1I NO\I I _ IG OG TYVEK OR EG?UAL - - - - - - - \ WINDOW HEAD I5Y I CEDAR SIDING "FYPON" CHARLOTTE tea\ D FLR LINE _ i/ _ _ _ I _ _ _ - - \ MODEL OR. EQJAL I _ �_ ® - - - - - - - - - - - -- �-- �— --f- _�\ (TYPICAL) Sa3a2 S� If-- -F l3ATT5 BASEMENT 11 b DAMPROOFING ® ® ® � ® � TIT Jl 10" P.G. FOUNDATION WALL ON -] Rr nFIF1 Ll 20x 10" DEEP P.G. FOOTING bLj IST FLR LNE U I Lj ILJ ILI Li �3EGT I ON I I ------------- --------------------- H I I REAR WALL @ GREAT r------------------------------------------------1� I I ROOM 15EYOW r------------------------------------------------} I I r- r I I r_ r- P.G. STEPPED FOOTING @ _ 5aDEGREE6 MAX SLOPE r , L-----------------------• -L-------------------------------------------- RIDGE VENT (TYPICAL) �J0.4 �—2x 12 RIDGE W LEffT �3 1 P ELEVATION hil Z x GT- 16i" OG 114!' = I d 2x IO RR- I6" OG R 9052.1.1 IGF PROTECTION ( 1 O NOTE: "WINT7,!1,1,JARD" WATER PROOFING II' hh SHINGLE UNP RLAYMENT 15Y GERTAINTEED CORP" RIDGE. VENT E XTENDING FRa,.4 THE SAVE EDGE TO A POINT i C) �2 DIMENSIONED HORIZONTALLY 2�}" INSIDE THE f -- EXT. WALL LINE OF THE STRUCTURE & AT ALL I I \ ROM OVER I F� t GRITIGAL VALLEY & WALL TO ROOF I I LINE aF GALLERY \ LIVINO RM myONp INTERSECTIONS. RIDGE VENT I I ROOF my" WATTS 51MP60N H2 5A TIE I I i +7 �� � \\� I2 I RADIuS Rocs � L _ \ 2x 5 I/P 106 UJI NAILER F WILL — BEDROOM Z 2x RR 17 2rr I ZRADIUS ROOF IG OC I RIDGE VENT I 1 5/4x A TRIM11 IIT ~a,;A 2 xr IZ FPS I2 I (TYPICAL) z 51MP50N 1-12.5A TIE I�'aG I OPT ELLEYJ FIREPLACE r+ N 12 - - - - - - - - - I i CHASE ; "�. fh _ — �'" I � � I° �,r BLIND � I � I I .�:�wG��:e�"�•�..,'''%.� s 3' 2" 2rr 2ND LR LINE I _ _ _ _ _ _ _ FLASHING F �,-- - - r - - - - - - - --------r - © � MIGRCLAM FLR J5T5 DRAWN BY: MAS ALL MASTER f MTHR00M b _ TFULTI-IT-FUT -J-FTT 2 I CHECKED BY: GC DATE:fill 10-20-06 REV No. DATE: o ( 1 1 11/4/06 MAS - 1 41 I FLR LNE INSULATION —- - - - - 2"x I2„ Fp f5ASEMENT ® I II IL _ _ .JI IL _ _ JI I IL — _ JI I IL _ — JI IL _ _ JI b ► I I j j L - - - -� I- - - - J I I- - - - -I I I- - - - J L - J TEMPERED GLASS I - - rl----� I I I I I I 4,r f'.G. S-A� JOB NUMBER P.G. STEPPED FOOTING I 30 DEGREES MAX SLOPE LI-I-- 1----- r�T-------------------------------------------- ---------------- li- I 06030 �E,G ION r I-d ------------------------------------- MODEL LOTZ O S2 SHEET NUMBER RIOH-F 1 PE ELEVATIN I/C = I'-d' COPYRIGHT AXELROD & CHERVENY ARCHITECTS 2006 Ww 20F 7 N 00 ti m IT-O" 28'-Id' 19'-d' o0 7'-d" 5'-O" O 41 y, Z G ANIZED STEEL AREAWAY FNP WALL w Z �, W AS REq'D HY GRADE W/ OFT FIREPLACE x ¢ U o 0,6 ra b REMOVE SECTION Q W V . O 'OPT FIREPLACE O �j 1-514 pSMT v coo SASH (TYP) 15,_4„ 10" ,�' Z c� Q z Id' FNP WALL W/ OPT FIREPL.AGE a REMOVE SECTIONOF WALL W/ OPT FIREPLACE 77 cp \," ti cr INSTALL (2) 2"x Id' b N o•O°\\ E"g a FW5H CPRLO ® 2 x III, FH J I6"OG - J �,. �` oc v \\ r � ZSIA I 2"II IIII 1I1I I II Id' P.C. FOUNDATION WALL ON SLA SEAT Zd'x I ' DEEP P.G. FOOTING \ \ \ \\ \\ loll 7-4" 17-A„ Id 3 IILO �-~ II II II II L � 12'x 1�„ LOW WD 6DR 11 N II -oPLATFORM Jolsr - I6L s � II II II it x - V LL LL II IIS '"II 12" P.G. FOUNDATION WALL ON Ax A STAIR ® ! Id' II'-9" 7'-7" 7,4"x 17." DEEP P.G. FOOTING FAI b II PLATFORM 1•� � POSTS 116 ►�� II -1(3) 2„x 12„ Low I- � � II _ 1 II II 5p, a II L II �WD GDR Lz J a ~ I I II II - U- TOP of FLR I I II II II �, I? II x III \\ � / � 016T!5 ARE DOWN I I II II `� ��d II 6" IN TH16 AREA i x — . III \ III x I i II II AO'x 5A"x I5" PP HIGH 6-a-MAN - - 3 2"x 12" LOw wr�� F � `� II �•. FOOTING UNDER P05T D 11 N AI30\/E Lip — L. J L J L J II III 3-I/2" DIA. STEEL PIPE CO_ I ��/ III II 7R — — — — Id 1 \ / III ON 2,1"x ZA"x 12" DP. P.G. % - — 9'-I" 9'-I" 3'- 3 2"x11 I2" �v -� F I _l x III FOOTING (TYPICAL) I III II^ Is - (2) 2"x I2" (�_L _ _ I III it� I v U WD 6DRI 1 I, I HANDRAIL- HOTH SIDES I ( 11 � U AS PER GORE I PEE FAL ASH PIT DOOR AT � ) � I III I� ��,"�' AHOdE SLAP FLOOR �, � b �J b I i l l I I 2 x 6 PLATFORM I I II ° I 3'-�" - w IAR A,_d, I��� b JOISTS- I/6" oG (MI2o�.p x `; 1 I1 / 111 I % II HU APPLIANCE GLEARANGE: 8 ca I + I I--i 3 2 x 2 LOW WD GD _ _ _ _ _ _ �J INSTALL W CLEARANCES I = v I S - - / I I II FROM UNPROTECTED GOMH1_67tLE _ O N p L L — — METAL PER MANN SPECS. L� J b - - 3- BR 7-2" id ; II II _ G02 Mo II II �� I Cry TOP OF WALL I I I 2�6� x�, II II T,LOCK SOLI PROP TOP OF .I DN= -I-2 FNP WALL DOWN 6" II II TO POST A E �..L.� IN THIS AREA UP I I I 8 ( 1_YPICAL Ir 1-12_' LOW WD 61�R _ _ _ II _II _ (3�2"x IZ'_ LON WD R � - - F - - � ' � 3 2"x IZ" LOW W 6 R�- L t J L J L J L J °� LL.l L J L J = Id' 23'-d' id' S'-d' S'-a" 8'-3" 7'-A" 7'-3" - 7'-A" 7-(" 8'-II" 5'-II" [a EASEMENT b b 11 TYPICAL REAM POCKET: ® LLT i p T II 5 1/2" WIDE x 4" DEEP x 9" HIGH A' P.G. SLAM ON " OOA MIL. PGLYETHELENE 12 „PL. FOUNDATI WALL ON x II — O I 24"x I2 DEEP P. FOOTING `a WRAP ENDS OF WOOD�6DR W/ v(. HARRIER 11 _ II INSIDE POCKET PER R�.-3.I,q OF THE E � 9'-O" GLG HT VAPOR II NYS RESIDENTIAL GOG'E. r ,i (R-19) HATTS IN — x II FLOOR OVER 41 � ALL EXPOSED HOT WATER PIPING -- - - - - - - - - - - - - - - AND/ OR HEATING DUCTS TO HE r �I �'�:✓ TOP OF WALL <c D -'-2" INSL"TED AS PER GORE N= (j SLA SEAT o I UNEXCAVATED A" P.G. SLAH W/ Id' P.G. FOUNDATION WALL ONI I II f \ #10, 4"x 6" W.W.M. 20"x Id' DEEP P.G. FOOTING ' ca_ SLOPE DN 2" TO DOORS I d I i " 19'-�" I „ 1 I'-d' b I UNEXCAVATED I SLOPE FILL & TAMP TO 95% DENSITY FOR • A' PG 5LA6 W/ DRAWN BY: MAS � CHECKED BY: GG#lo, 6"x (0" W.W.M. � b i N N DATE: 10-20-06 REV No. DATE: 1 11/4/06 MAS TOP OF WALL DN= -I'-2" P.G. CHEEK W S- SLOPE DOWN 12" FOR EACH STEP 6'-11" Id' 7-0," d' 61-11, Id' 10" 1.4' 5" I - N ZA'-6" 72'-6" IOd-6" JOB NUMBER ff62UNPATION f Q 06030 MODEL LOT zo SHEET NUMBER MOTE: DOUHLE ALL FLOOR REAMS UNDER PARALLEL PARTITIONS Q 0 z o OF COPYRIGHT AXELROD & CHERVENY ARCHITECTS 2006 3 RIDGE VENT (TYPICAL) RIDGE VENT (TYPICAL) LO t-- 2x 12 RIDGE 11 °O m 2 x 10 RR- 16" OG d" RIDGE VENT YPIGAL 2x 12 RIDGE M '� 00 RIDGE VENT (TYPI(,AL) 1Z w O j O 2 x G GT- I/o" OG CU U Ix 12 RIDGE 6M 2 x G GT- 16" OG // IZ 2 x 10 RR— I G" OC I Z \ a w Z 2x 10 FLAT VALLEY JACK Z x 10 NAILER 2 x 10 FLAT VALLEY JACK 2 x 12 RR \ > 2 x 10 RR— 16" OG (Z // \ 13 T \ U¢ U \ RIP Zx 12 RR— IGOGRIP 2x 12 RR— IG" OG Up Q O 15ATTS 30) \ Q w U Q � o � w IT TIE SIMPSON H2.5A TIE 2x G GJ- I�" OG �" MIN Q 7 Zx 10 RR— Il" O 114 �" MIN 9" (R-30) P5ATTS TIMPSON H2.5A �i 2 q- @ RAFTER \ @RAFTER p� O 51MP50N 1125A TIE — _ MID SPAN // - \ MID SPAN w Q \ c� / 2 x 10 RR- IG OG / 2 x x \ / IG" OG 2 x S GJ -- I�O OG �__-- \ /2" PLYWOOD Qr Z IG" OG 9" (RSO) �A T5 2x 25 GJ \ SHEATHING x O / 2 x 10 RR— I/v"' OG I/a" OG \\ CURVE PL YWOOD / , = 2 x (a GJ- 16" OG 2 2 x O = \ @ INT ERSEGTION a / ( ) I OF RR'5 / UNI`IN. 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FOOTING 8404.1 & R404.3,2 4" P.G. SLAB � U � W FIREPL06K PER GORE r Q RIDGE VENT SECTION R�02.8 (1-5) Z x 12 F!?0E SEAM I I 2 x 10 RR- I I I I 2"x S" OUTRIGGER 2"x 8" OUTRIGGER T 2 x 12 RR- I(!' OG 2 x 12 RR- I6" OG . I2 DI I I 9" (R-30) 6ATT5 PROVIDE MIN (S) IGd NAILS — _ /`�/Iv11' I 7 t�UIL17 I tlI WALL I I 2 x 5 GJ- 1 o" OG , // \\ I I i�UILD 011e WALL v AT EACH RR TO GJ I2 W/ 2"x 6 @ , \ w CONNECTION 2 T- 0 16' OG 1 I / / \\ 12 10 I I oG x @ I 2x G G 1� G I I // 9" (R-30) f 5ATTS 6IMP50N 112.5A - - TIE I off ` 2x 12 GJ 01 011� / WALL @ DATH I I \ \ 2"x Id' NAILER UJI SECURE SHEATHING TO IG" OG 2x 8 P.T. 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IZ ' 12 I v �, ... .. ..... . .... 13� � x ... � IG"aG I � 1 (3) RR — PLATE HT "k�\N — — — �— — —— — — — — — — — — — — — — — — x RR 2 x 10 RR 1 IG"OG I I I I I I�"oG 12 I I OH ® I i 8'-I" PL Hr--I Z„ lam- g'-I" PL HT Ort 13 I I I g N N — — — — — J I FYPON BRACKET # BKT3ox 30 1 AREA OF OUTDOOR - -- - - - - - - - - — — — — —— — CORNER WALL BALCONY I '4 I 2x1140 RR 2xl�lOG R — — — — — — =L — — — —— — — — — –� —— FLAT ROOF – SEE TYP. .._,.�f.1 -� TO REST ON RR N L N 1 I– - - - - - - -- - - �— - - - - - - - - - - - - - - - - - - - - — - - - O DETAILS „E„ & „F„ SHEET D-1 1 N ` N n dr n� AZ HIC�f1 WD RAIL f I E' I � 8 x 8 WD P05T 2x8 OUTRIGGERS 6 51MP50N H25A TIE @ I/ O-6-- 2. o x I LINE OF WALL BELOW RODE „ �,. x 10 RR �► Z x 10 RR 1G"pG I�"OG ( ALIGN FASCIA BDS I 3IMP50N H2.5A TIE cv SECURE SHEATHING TO DDUBLE TOP PLATE W/ 2 ROWS SD NAILS @ .1" O/G Z 2x 11 HIC-ti GJ— 1/" OG Z" DRAWN BY: IFAS 1114I (TYPICAL) 9" (RSO) BATTS al CHECKED BY: GC 1 I' OI1 DATE: 10-20-06 I � 21'–/�" BALCONY WIDTH REV No. DATE: 1 11/4/06 MAS I DEN I I Ti _ - - - - - - - - - -- - - - - -1 SII V �11a"v Ili ry 114 w I t_ - - - - - - - - ._ _ - - - - - Zx 6 STUD WALL (/�" OG 1/2" SHEET ROCK 1,IV _ - --r - -)-v - -, - - - y l� y,V _ (R-19) bATTs 1 r — T — I— — i I I IV — 2"x 11" FB TYVEKH A EIN0 III/2"V �' v III/z,•v � v I �"v I I/z"lv I�"oG 1�/a"v I I I 11/r'Iv CEDAR SIDING ROOff PLAN I I I 4"w I 1 1/4•W XXXX XXXX XXXX 1"W I G01 Z.,W Z, w I GO I4„„ Y wI (0 �" (R-19) NOTE: L _ L_ - - BAITS PROVIDE STEEL CONNECTORS @ INTERSECTION 0)' I _ - - _ _ �" T - -I- - - 10 P.G. FOUNDATION WALL ON OF VALLEYS RIDGES & DOUBLE ROOF RAFTERS - - _ _ T' - 20"x Id' DEEP P.G. FOOTING I I/Z"V �'�V ,I V I "V 11/2"V I /1"V KITGlIN 6W 1'' NOTE: ALL RIDGES HATCHED AREA INIGAT-E5 AREA I OR p5"'^ I Camc;TmI BASEMENT fi JOB NUMBER TO HAVE RIDGE VENTS OF ONE ROOF BUILT OVER ANOTHER 1 ��� �.... ...::..:.: LOWER ROOF TO BE BUILT FIRST Isr FLrz I v�"w 11/4,•w 1..W 1 i/4"w A"5 ,�,�5 I 4"w ' " 06030 z„W I Go Go A"W I Vz"W 4"5 4"TO maven z SHEET NUMBER 52Pf1G"TEM �EGTION MODEL LOT n 35 A"5 J PLUMING RISER DIAGRAM �„ _ _ , - I. No � 11 r d 1-,\j � � 70F7 COPYRIGHT AXELROD & CHERVENY ARCHITECTS 2006 L0 N 00 ti CIP 00 DD fTl 0 w � � w TYP. EXTERIOR WALL. x SCALLOP SHINGLE E W 15# FELT D— 1 DOOR C,6 C4 1/2 SHEATHING D&F Q CONT. 2 x,4 1 --- 2x 4 STUD WALL i(o" O.G. D_ 1 _ 2 x 56LIP Q U O 0 NAILER 6L OGKIN6 U v ® A _ IZ / NAILER @ O L1 d" X 6AL6-6NY L) QO "' 2"x4" 0UTR166ERS @ 1/" O.G. - FRAMED SOFFIT FYPON DENTIL ftLOGK / O #f�KT5X8X-1 OR EQUAL / \ FLR. JOISTS _ 2 X 80 PT @ W" OG �\ 1/2" PLYWOOD SHEATHING 5 I/�'"x II 7/5" I O 1 RADIUS LOW OPT' / COFFERED CEIL 2 x 8 LEDGER a bD. 6GLrED 5/4"x12" FASCIA SCORE ON ONE SIDE SEE 5EGTION "13" -511EET #G WIT11 x .4" 1001 TO CREATE RADIUS / LONG. &ALV. LACI � ao :oo MAX DEPTH TYP. EXTERIOR WALL: \ AZEK MAP f5OARD SOFFIT �Gl_TS @ 12" -� EQUALS / O.G. STA66ERED, ,o` E— cam. CEDAR SIDING I/3 OF OVERALL MATERIAL W ITti VENTS EWIM ND. 2 AT EA(11 \\\`"`O° \\\\ \ c.�\ r- 15# FELT 61RDER DEI'FH 1/2" SHEATHING WINDOW E"" ® 2 x A STUD WALL V" O.G. 1153 PETAL Gov. POR6H TO\\O\\\\\\\\\\\\\\\\\\\\\\N9 SECT ION C� D- 1 / \ I/'2" MARINE GRADE PLYWOOD ROOF RAFTER NAILER 2x6 STIFFENER /� REINFORCED EPDM MEMBRANE GUTTER X 8 PT FASTENED W/ BONDING ADHESIVE 2 4" f5RIGK AN(5LE W' VENEER 1x8 FASCIA 150ARD ROOF SEAM 4//// —D 2,_9„ � + —4" i5RI6K RIPPED DOWN SpLIGINC� GEMENT OVER `� U VENEER Ix 12 "AZEK" TRIM 150ARD 2"x-4", OR RIGID FASTENING PLATE OVER EPDM � Qj� INSULATION, UNDERLAY " 11 7/8„ I LL E07 5 1/hx_ _ WITH I/S" PER � w FT. SLOPE 6� ON IPE / COVER STRIP (G" MIN) c Q 1 ca \ TO CREATE RADIUS / \ MAX DEPTH/ AD-20 ROOFING GEMENT ......EQUALS I/2'" MARINE GRADE PLYWOOD ........... ...... ..... \ OR EQUAL W AV1 MFI/3 of OVERALL 1 1"ORGH APPLIED RU�f�ER. 3„ 3„ '� f1 I GIRDER DEPTH RIPPED DOWN 2x2 OR RIGID HEWFANE OR EQUAL C) 7 _ GGLUMN INSULATION, WITH 1/I� PER FT. y GRADE BASE SHEET SLOPE w 1 METAL DRIP EDGE .............................. �1 I _ _ _ _ _- - - - - I 2 x8 PT @ I49" O.G. / ASH PIT 12 MIN. ! SIMPSON HANGER / V FACE MOUNT LU28R—I I I \� 2x8 LEDGER f3 , 1/2" MARINE GRADE PLYWOOD \� 2 X 8 PT ® # 5 f5ARS @ 17 O.G. EA. WAY - IELEVAT I ON SECTION A-A PETAIL ' l, � PETAIL PETAIL LROOff 6EAMA <(A ) .4" BRICK VENEER M D _z 6RaJr - - - - - I � L�L=A JI �. / ® A z DRAWN BY: MAS � CHECKED BY: GC HEARTH — DATE: 10-20-06 REV No. DATE: 1 11/4/06 MAS I=I f EPLAGE PET-A I L 5 N.T.s. ® ff IEPLAOF- PATA (IN INCHES) FIN. I=IREPLAGE OPN'O. DIMENSIONS STEEL ANGLE A 6 G D E F 6 H I J K L M RND 3(0 29 I/o 23 14 23 S 3/A A4 20 27 IXv 12 IZ 12 A-48 JOB NUMBER SIZES: A. 3"0"><3/14" 13, 3 I/2"x3"xI/4" 06030 MODEL LOT SHEET NUMBER o OF COPYRIGHT AXELROD & CHERVENY ARCHITECTS 2006 D 1 EAO N 00 a0 HOEDOWN, SEE PLAN 3-8d OR 2-16d TOENAILS m 4-I&D TOENAILS FROM 51MP50N LSTA15 5TRAP w/4-IOd NAIL5 FOR LOCATIONS ( EACH STUD INTO PLATE -+ RAFTER INTO RIDGE BOARD INTO EACH RAFTER. STRAP 15 REQUIRED (DO NOT USE END NAILS) WHEN RAFTER LENGTHS EXCEED b FEET. 8 N SHEATHING C INTO ® 16"0/C FROM SOLE PLATE 8 NAILS ® 6" O/C ® EDGES INTO JOIST OR BLOCKING O -+ + 12" O/C 0 INTERIOR STUDS FLOOR SHEATHING _ cy) ROOF RAFTER,SEE PLANU u i 8D NAILS ® 6" 0/C INTO WALL j PLATE, PROVIDE STRAP TIES A W Z PLYWOOD NOT CONTINUOUS 144" � Z MIN PAST PLATES Z W ALTERNATE TO STRAP, W �� PROVIDE 2X4 COLLAR TIE W/5-120 AT EACH RAFTER CONTINUOUS LVL HEADER(SEE PLAN) Q x TO OUTSIDE KING STUD STRAP 15 NOT REQUIRED WHEN THE TOP OF THE RAFTER 15 SECURED TO / SIMPSON A RIDGE BEAM OW ABEARIN6 WALL WITH A HURRICANE CLIP FASTEN�" SHEATHING TO HEADER W/ DOUBLE NUT W/ BEARING PL FRAMING ANC (OR 24 ON OUTSIDE) 0<5 x WASHER ® HOEDOWNS FRAMING ANCHOR ® 24" 2"X W O SD COMMON NAIL5• 3"0/0 IN EACH DIRECTION n t� Z CONCRETE WALL Sib"0 ANCHOR BOLTS W/ 2"X2"X3/6" RPI-TER AT RIDGE/HIP SIMP50N L5TA24 STRAP BOTH 51DE5 OF WALL E- WASHER PL c� 6' 0/C AND CORNERS O E Q W AND HEADER W/M-IOD NAILS AT EAGH 5TRAP x I x N.T.S. 6D NAIL®-24"O/c, PROVIDE SIMPSON LSTA30 STRAP W/ 3-IOD NAILS INTO EACH STUD ABOVE AND BELOW U O UD 8D NAIL 0 6" 0/C C4 00 160 NAIL ® 24° O/C AT ALL PANEL EDGE 05B FLOOR IF WALL SHEATHING IS NOT CONTINUOUS 14" MINIMUM PAST TOP AND BOTTOM WALL PLATES. =- T l W (, SECURE SHEATHING TO PLYWOOD SHEATHING DOUBLE TOP PLATE W/ ROOF BEAM,SEE PLAN EXTERIOR FOUNDATION WALL PERPENDICULAR TO JOISTS W 2 15/3�" 5-I00 NAILS ROWS SD NAILS® 4" O/G OR ( ) 7 (2)JACK STUDS MIN.OR PER PLAN EXTERIOR SHEAR WALL [� 3-16D TOENAILS HORIZ WIND LOAD CAPACITY = 336 PLF Q Z x+ RAFTER TO PLATE HOEDOWN, SEE PLAN 3-8d OR 2-16d TOENAILS 0 EACH 0 8D NAIL 0 6" 0/C LSTA30 STRAP EACH 510E W/ FOR LOCATONS STUD INTO PLATE (DO NOT USE END � x ° AT ALL PANEL EDGE ° YPSUM BOARD 22-IOD NAILS EACH END,PRONTO POST,SEE PLAN BLOCKING AT PANEL EDGES NAILS) AND 3-16d ® 16"0/C FROM A•„ °? SECURE CEILING J015T TO SD NAIL 0 12" 0/C AT ALL 2 STRAPS EACH SIDE AT 16' SOLE PLATE INTO JOIST OR BLOCKING RAFTER W/4-120 NAILS MEMBERS NOT AT PANEL EDGE,—Z.- LVL RIDGE BEAM 8 N SHEATHING W/ ONE JACK AND KING STUDS 8 NAILS ® 6" 0/C ® EDGES 8d ® 3" o.c. INTO BLOCKING 15/32" OSB OR + 12" O/C 0 INTERIOR STUDS FLOOR FLOOR JOISTS SHEATHING \\\\\\ PLYWOOD " OSB IN 8D NAILS 0 6"0 C INTO WALL ` \\\\\\\\\`\\\\\\\\\\\\\\�\\\\\\\\\o= ° FASTEN 7/Ib"SHEATHING TO EACH STUD `` �� AND SILL W/5D COMMON NAILS® 3"0/0 PLATES. EXTEND PLYWOOD 14" SIMPSON HS HURRICANE TIE REQUIRED AT ALL RAFTER BEARING MINIMUM OVER STUDS PAST INSIDE CORNER 011T51DE CORNER FLOOR BEAM OR P05T BELOW,SEE PLAN PLATE. cq (UNLESS NOTED OTHERWISE) ��\ PROVIDE-2X BLOCKING BETWEEN RAFTERS MOT SHOWN) PLAN VIEW FLAN VIEW \ r� I/2"m ANCHOR OR EXPANSION BOLTS ® CORNER HALL FRAMING STRAPPING AT POSTS SUPPORTING ROOF RAFTER TO PLATE CONNECTION W/2"x2"X3/Ib"WA5HER PLATES NTS W 2x OR GNI BLOCKING ® EXTERIOR 4 BAR CONT. DOUBLE NUT W/ BEARING PL NTS NTS CONCRETE FOUNDATION W/ WASHER 0 HOEDOWNS 32" o.e. ® END BAY ONLY CONCRETE WALL SIMPSON A35 (OR LTP4 ON OUTSIDE)i I FRAMING ANCHOR 0 32" O/C METHOD CONFORMS TO THE APA PORTAL FRAME DESIGN FOR %"m ANCHOR BOLTS W/ 2"X2"XIAis" USE IN ENSINEERED APPLICATIONS AS APPROVED BY THE-2003 IRC WASHER PL ® 6' O/C AND CORNERS FOR 15"MIN WIDE WALL PANEL ADJACENT TO Q FT HIGH OPENING. PROVIDE SIMPSON LSTA30 STRAP W/ 3-10D NAILS INTO EACH STUD ABOVE AND BELOW FLOOR IF WALL SHEATHING IS NOT CONTINUOUS 14" MINIMUM PAST TOP AND BOTTOM WALL PLATES. TYPICAL GARAGE APA PORTAL DETAIL EXTERIOR FOUNDATION WALL (PARALLEL TO JOISTS) NTS EXTERIOR SHEAR WALL HORIZ WIND LOAD CAPACITY 336 PLF Z s U3-Bd OR 2-I6d TOENAILS �- 3-8d OR 2-16d TOENAILS ® EAGH STUD INTO PLATE(DO NOT USE < 0 EACH STUD INTO PLATE (DO NOT USE HOEDOWN, SEE PLAN EN7 NAILS) = END NAILS) FLOOR SHEATHING FOR LOCATONS 0 EACH OR STUD TOENAILS 7/16" SHEATHING W/ 3-16d® I6"0/0 FROM 50LE PLATE .- PER PLAN N EACH STUD INTO PLATE (DO (� I I/4' LSL RIM BD a• NOT USE END NAILS) v v 8 NAILS ® 6" 0/C ® EDGES; INTO JOIST OR BLOCKING = + 12" 0/C ® INTERIOR STUDS 5d ® 3" Oz. 4-16d FACE NAILS FROM � 1/2" SHEATHING W/ KING STUD INTO HEADER J"PLYWOOD 5UBFLOOR FLOOR JOIST 8D NAILS ® 6" O/C ® EDGES PER PLAN + 12" O/C ® INTERIOR STUDS 3 ROW5 SD NAIL5 66"OIC, 2 ROWS 6.b"0 ANCHOR BOLTS W,J 2"X2"06" �\ 51MP50N L5TAI2 STRAP W/8-IOD NAILS EACH END INTO RIM BPOARD 8D NAILS ® 6" 0/C e: WASHER PL ® 6' 0/C .AND CORNERS \ KING STUD AT HEADER SPANS>1 FT,L5TAI5 STRAP W/b-IOD \J NAILS EACH END AT SPANS> 12 FT 3/4"PLYWOOD BL(OGKING 2-160 NAILS INTO EACH JOIST .:•a, J BLOCKING® 48" ox-®END BAY ONLY JOIST OR BLOCKING CONCRETE STEM WALL 1 X 22 GA COIL STRAP (� _ 51MP50N T518 STRAP ° SIMPSON A35 FRAMIN5 JACK 5TUV AT EACH J015T 1/2" GYPSUM BOARD W/ BLOCKING _ DOUBLE NUT W BEARING PL 48"O/c W/ 7-8D NAILS INTO ANCHOR 0 24"OIC ONE AT SPANS<6' 5D WALLBOARD NAILS 0 7" 0/C 0 EACH RSTUD 6N 0 PLATTE WASHER 0 HOEDOWNS FIRST AND SECOND FLOOR STUD 3-8d OR 2-16d TOENAILS TWD AT SPANS FROM 6'TO 12' 0 EDGES AND INTERIOR STUDS 2X6 STUD® 16"Ole" (DO NOT USE END NAILS) Y\ 6 EACH STUD INTO PLATE THREE AT SPANS> 12' ALIGN W/J015T EXTERIOR GARAGE WALL (CONCRETE SLAB) v (DO NOT U5E END NAILS) UNLE55 NOTED OTHERH15E ON PLAN INTERIOR PARTITION (PERPENDICULAR TO JOISTS) EXTERIOR SHEAR WALL CONDITION IS SIMILAR TO WHERE WALL JOIST RUNS PERPINDICULAR TO WALL EXCEPT BLOCKING IS NOT REQUIRED, INTERIOR SHEAR WALL W/ LENGTH > 8 FEET HORIZ WIND LOAD CAPACITY = 336 PLF EXTERIOR WALL HEADER DETAIL SECTION AT OVERHANG HORIZ WIND LOAD CAPACITY = 100 PLF NTS NTS ® EXTERIOR WALL AT SECOND FLOOR 4-16d FACE NAILS FROM V) Q NTS 3-8d OR 2-16d TOENAILS KING STUD INTO HEADER O ® EACH STUD INTO PLATE (DO NOT USE FLOOR SHEATHING END NAILS) -4 PER PLAN 8d 0 3" o.c. SIMPSON LSTA12 STRAP W/ 5-I0D NAILS EACH END ` KING STUD AT HEADER SPANS > 7 FT, LSTA18 STRAP w/ 8-10D J NAILS EACH END AT SPANS > 12 FT FLOOR JOIST SIMPSON PH02 HOLDOWN PER PLAN ACK STUD X3"SCREWS 'o INTO DOUBLE STUD POST Y� o ONE AT SPANS < 6' 3-8d OR 2-16d TOENAILS TWO AT SPANS FROM ' TO 12' V 2x OR GNI BLOCKING ® THREE AT SPANS > 12' ® EACH STUD INTO PLATE (DO NOT USE 2-16D NAILS 0 16" O/C INTO 32" EACH SIDE OF WALL UNLESS NOTED OTHERWISE ON PLAN Y ® /8"m THREADED ROD ED NAILS) 3-8d OR 2-16d TOENAILS Nw JOIST OR BLOCKING o.c. 40SIMP50N PHD2 HOEDOWN ,p3-16d 0 16"O/C FROM SODLE PLATE W/10-�"m X3" SCREWS 1/2" GYPSUM BOARD W/ ® EACH STUD INTO PLATE INTO JOIST OR BLOCKING INTO DOUBLE STUD P05T 5D WALLBOARD NAILS 0 7" 0/C (DO NOT USE END NAILS) \� 8d 0 3" o.c. 0 EDGES AND INTERIOR STUDS EXTERIOR WALL HEADER DETAIL 8D NAILS 0 6"O/C INTO WALL 'p PLATES. EXTEND PLYWOOD 14" FLOOR SHEATHING PER PLAN MINIMUM OVER STUDS PAST ® PLATE. INTERIOR PARTITION (PARALLEL TO JOISTS) I INTERIOR SHEAR WALL W/ LENNGTH > 8 FEET HORIZ WIND LOAD CAPACITY = 100 PLF IMP50N CNN COUPLER NUT 0 32" o.c. EACH SIDE CEILING JOIST, SEE PLAN 2x SOUD BLOCKING w 2x BLOCKING 0 32" ox. OF WALL " � /5"0 ANCHOR BOLT OR /D"m ANCHOR BOLT OR END BAY ONLY m w ADHESIVE ANCHOR ° ° " ADHESIVE ANCHOR SIMPSON A35 FRAMING j -a 2x4 NAILED TO BLOCKING D -I r, ,q ,q 5a'��• ' ANCHOR 024" 0/C 0 EACH STUD I 1/2" GYPSUM BOARD W/ 3-8d OR TOENAILS 5D WALLBOARD2-160 NAILS ® 16" NAILS 0 7" 0 C O/C .~. � L. Ali r as (DO NOT USED ® EDGES AND INTERIOR STUD END NAILS) / S CONDITION IS SIMILAR TO WHERE WALL JOIST RUNS PERPINDICULAR TO WALL. BLOCKING IS NOT REOUIP,EED. PROVIDE SIMPSON LSTA30 STRAP W/ 3-IOD NAILS INTO EACH STUD ABOVE AND BELOW WHERE WALL RUNS PERPINDICULAR TO TRUSS SECURE TOP PLATE TO EACH TRUSS W/ 2',-12D TOE NAILS (!:, REGk11RED HOLDDOVAI LOCATIONS DESIGNATED"H REQUIRED HOLDDOWN LOCATIONS DESIGNATED -H FLOOR IF WALL SHEATHING IS NOT CONTINUOUS 14" MINIMUM PAST TOP AND BOTTOM WALL PLATES. ON FIRST FLOOR PLAN ON FIRST FLOC?PLAN DO NOT CONSTRUCT INTERIOR NON LOAD BEARING WALLS UNTIL ROOF IS SHINGLED. ` � `s' EXTERIOR WALL AT SECOND FLOOR INTERIOR PARTITION AT CEILING JOIST EXTERIOR SHEAR WALL INTERIOR SHEAR WALL W/ LENNGTH > 8 FEET L.' •. TYPICAL HOLDOHN DETAIL ® FRAMED FLOOR TYPICAL HOLOOHN DETAIL ® SLAB HORIZ WIND LOAD CAPACITY = 336 PLF HORIZ WIND LOAD CAPACITY = 100 PLF NTS NTS DRAWN BY: 0S CHECKED BY: GC DRAINAGE PLAT VER TRIM PER ATIO� EX1Ef�OR SHEATHII G t STOP 1 X 6 JA1/0 BRICK DATE: 10-20-06 3 4" RECESS (1 X 10 Jill � /BRICK) REV No. DATE: IN SLAB 01�ERH AD GAR, POR SID G PER OYER 111/4 14 DO;, 0 24 O,C, 1 11/4/06 MAS r PAYING SLOPE TO DRIyE DRAT AGE P� �-� 6M I j— 2 X 4 STUDS 6/8' GYP, BD. (F,C,) � " ° c c D O _ ° ° t ° ° ° '8 I—III—III—I I — • • • . q 0 80 00 0 -III=� I I=1 I�� • • C7;9 III III—III—III- 0 D I—III—III—II — I—III—III I l a l l l—_ REINF, CONC SLAB '-1 i t=1 I I=1 I I=1 I =1 I I—I I—I I- :III I I Al I I I— —I�I—I I I= =1 • ISI I I I I=1 I I-1 REINF. CONC. I I III=1 11=I 11= V I I I III I I a° SLAB I—III—I I I—I 11 0 1=1 I I 11=1 11- III—I I i—III— CONC. FDN FALL 'Ll — bl • ... • '— ° ° -1 I I—I I I— KEY WAY ' ° C ( C 51MP50N STRONG-TIE (GGQ46) 51Mf'SCJ 5TT24N6-TIE (A6A44) ° I 0 *N ',. TAIL 6IMP50N F12.5A hftJRRIGANE 0.1P REG2UIRED AT ALL RAFTERS JOB NUMBER 0DETAILDETAIL N.T.S. 0 N.T.S. 0 0 0 3 SR3�/H EXTERI R ARA E WALL DETAILARA E APR N MODEL LOTSHEET NUMBER -D SC t 1 1/1 = 1—D <n J_ Q F-- o DOF 2 COPYRIGHT AXELROD & CHERVENY ARCHITECTS 2006