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HomeMy WebLinkAbout29571-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31243 Date: 10/28/05 THIS CERTIFIES that the building ADDITION Location of Property: 480 DAWN DR GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 35 Block 5 Lot 13 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 11, 2003 pursuant to which Building Permit No. 29571-Z dated JULY 14, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is PORCH ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5359 DATED 6/13/03. The certificate is issued to JOHN T. & KATHLEEN F. AHEARN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2074306 10/11/05 PLUMBERS CERTIFICATION DATED N/A ,."/L 91 �4 uth ized S'gnature Rev. 1/81 Form No.6 ^.T 2 7 _ TOWN OF SOUTHOLD r f BUILDING DEPARTMENT L TOWN HALL r T. 765-1802 T W.. . ; :.Jl-MOLD 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 fmin Health Dept.of water supply and sewerage-disposal(S-9 form). 3, Approval of electrical installation from Board of Fire Underwriters. 4. Swann 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 completcd 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 Oeeupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.01,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$•25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: p Old or Pre-existing Building: (check one) Location of Property: A � 1, -House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 3S Block1` Lot 0/3 Subdivision p ry / Filed Map. .r—Lot: Permit No. �l�/�Z DateofPermit. /T D3 Applicant: �#(S Health Dept,Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: t/ (check one) Fee Submitted: $ AO �� • � Q ( S Applicant Signature � c � 31� If3 c Lrs Lr1 IN BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY S 55 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 JOHN AHEARN JOHN AHEARN S PO BOX 811 5 GREENPORT, NY 11944 PO BOX 811 5 5 GREENPORT, NY 11944 5 e5 5 Located at 480 DAWN DRIVE GREENPORT, NY 11944 Application Number: 2074306 Certificate Number: 2074306 5 5 Section: 35 Block: 5 Lot: 13 Building Permit: 29571Z BDC: NS37 5 5 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 L5J electrical devices and wiring, described below, located in/on the premises at: .]C 5 First Floor,rear porch, Outside,Porch/Deck, 5 L55 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 � herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 11th Day of October, 2005. 5 5 Name OTY Rate Rating Circuit ape 5 Miscellaneous 5 as built-2004 5 5 Wiring and Devices �+ Outlet 7 0 Fixture S Fixture 7 0 Incandescent [5 5 Outlet 4 0 General Purpose 5 5 Receptacle 2 0 GFCI Switch 4 0 General Purpose L 5 Dimmers 1 0 SPaddle Fan 1 0 5 An as built inspection,of the delineated electrical installation,determined that an obvious hazard is not present and the installation is believed to 5 be in comformance with the applicable reference standard for the estimated period of construction of the premises wiring system. 5 5 seal 5 1 of 1 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 o � FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29571 Z Date JULY 14 , 2003 Permission is hereby granted to: JOHN T AHEARN PO BOX 811 GREENPORT,NY 11944 for CONSTRUCTION OF A PORCH ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA DECISION #5359 at premises located at 480 DAWN DR GREENPORT County Tax Map No. 473889 Section 035 Block 0005 Lot No. 013 pursuant to application dated JULY 11, 2003 and approved by the Building Inspector to expire on JANUARY 14, 2005 . Fee $ 150 . 00 Authorizdd Signature ORIGINAL Rev. 5/8/02 APPEALS BOARD MEMBERS �gOFF0J/(r aljy Southold Town Hall Lydia A. Tortora, Chairwoman :Z 53095 Main Road Gerard R Goehringer Z P.O. Box 1179 George Horning O .te Southold, New York 11971-0959 Ruth D. Oliva y�ol �.DOZBA Fax(631) 765-9064 Vincent Orlando Telephone (631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS RECEIVED y�i.C.ei TOWN OF SOUTHOLD C/ `foRPt FINDINGS, DELIBERATIONS AND DETERMINATION JUN l MEETING OF JUNE 5, 2003 (� Appl. No. 5359—JOHN and KATHLEEN AHEARN Southold Town Clerk Property Location: 480 Dawn Drive, Greenport; CTM 35.-5-13 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' property contains 15,662 sq. ft. of land area with 100 feet along Dawn Drive. The property is improved with a one-story, single-family dwelling and swimming pool structure, both located as shown on applicants' April 29, 2002 survey prepared by Peconic Surveyors, P.C. BASIS OF APPLICATION: Building Department's April 29, 2003 Notice of Disapproval, citing Sections 100-242A and 100-244, in its denial of a building permit application to construct a porch addition to the dwelling due to insufficient side yard setbacks and lot coverage in excess of the code limitation of 20% of the lot area. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 15, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants wish to construct a porch consisting of a permanent roof over a portion of the proposed deck addition behind the dwelling. The setbacks for the proposed porch area will remain as applied in ZBA Appl. No. 5086 rendered May 16, 2002 at 9'6" on one side and 10 ft. on the opposite (northerly) side, at its closest points, and at a maximum of 23.8% lot coverage. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. The granting of these variances will not produce an undesirable change in the character of the neighborhood, or be a detriment to nearby properties, because the applicants seek to construct a covered porch, with an approximately 450 sq. ft. increase in the building foot-print to this single family residence. In a prior application, #5086, this applicant was the granted variances necessary to construct a deck of identical size and placement in Page 2—June 5,2003 Appl. No. 5389—J. and K.Ahearn 35.-5.13 at Greenport relation to the existing building. The addition of a roof (and a possible future screen enclosure) to the previously approved construction will not create any detrimental changes to the neighborhood. 2. The benefit sought by the applicant cannot be achieved by some other method, feasible for the applicant to pursue, other than an area variance, because in the prior application #5086, the applicants requested variances to build a deck, not a porch, without a full understanding of the code definitions between the two structures. The applicants acknowledged, and are requesting relief from the condition contained in the prior approval of the board which stated: "That the deck remain open to the sky." 3. The requested relief is not substantial because the only area affected by the granting of the new variances is the same footprint area granted Appl. No. 5086. Total lot coverage will remain identical to the prior relief approved, which is 23.8%. 4. The proposed variances will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood, or district because of the small scale of such proposal. 5. The difficulty for the applicants is self-created by a previous misunderstanding of Town Code. 6. The relief offered to this applicant is the minimum determined necessary for this applicant to enjoy the benefit of a covered porch, while at the same time protecting and preserving the character of the neighborhood, as well as the health, safety, and welfare of the surrounding community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Orlando, seconded by Member Goehringer, and duly carried, to GRANT the Variance as applied for and shown on the plan as highlighted for the porch area, with the only intent of this board to remove and withdraw Condition No. 3, and subject to same Conditions No. 1 and No. 3 rendered in Decision of application #5086, repeated and rewritten as follows: 1. That the side setbacks shall be no closer than 9'6" on one side and 10 feet on the opposite (northerly) side, at its closest points; and Page 3—June 5,2003 Appl. No. 5389—J. and K.Ahearn 35.-5-13 at Greenport 2. That the lot coverage shall not exceed 23.8% after the addition of the porch/deck. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, and Orlando. (Absent were: Member Oliva and Member Horning). This Resolution was duly adopted (3-0). Lydia A. Tort ra, Chairwoman -Approved for Filing 6/ 1 /03 Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbse Road 631-296-1986 MatfJtuck,New York 11952 _ _ Fax 631-296-2651 '1 F� _ n October 16, 2005 U i L1u' QCT 19 2005 IJJ Mr. Gary Fish L__._.. ... Building Inspector F Southold Town Building Department TOt n 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Regarding : Building Permit#29571Z Dear Mr. Fish : I conducted an inspection of the strapping installed at the porch addition at the Ahearn property at 480 Dawn Drive in Greenport. The strapping was found to be in property installed and to the best of my knowledge is in accordance with the New York State Building Code. If you have any questions regarding this letter please call me on 298-1986. Yours truly, %QSE OF hfW 1; ondon, P.E. r W Z `PFS ,;051684 @� p�OfESS10,6* Condon Engineering. P. �, New York State Llcensed Professional Engineer 1755 Sipebae Road 631-298-1986 MtlSbrok,New York 11952 Fax 631-298-2651 October 16, 2005 Mr. Gary Fish Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Regarding : Building Permit#29571Z Dear Mr. Fish: I conducted an inspection of the strapping installed at the porch addition at the Ahearn property at 480 Dawn Drive in Greenport The strapping was found to be in properly installed and to the best of my knowledge is in accordance with the New York State Building Code. If you have any questions regarding this letter please call me on 298-1986. Yours truly, S �• co �¢ ndon, P.E. AROFfSSig 1 r` ' 2 0 2005 J-7) 765-1802 LDING DEPT. SPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY RE ARKS: - � DATE INSPE 765.1802 BUILDING DEPT. INSP N [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J INSULATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE y INSPECTOR O D 3 �f= TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET an VILLAGE DIST.1 SUB. LOT FORMER OWNJR NE ACR. rdfah� le . 3(, V Dh/l RII.� Lv S W TYPE OF BUILDING , f e RES. 1/ b SEAS. VL FARM COMM. CB. MICS. Mkt. Value LAND ]MP. TOTAL DATE REMARKS p 4v c E'G 8y SoLO f.2,Soo .BALL WF Fo S%A/jl `� W1 i' lor'ridP � Vim. o ,Xg b S/� 3 7.s Z0o -L ZO Z2- bdr fo f22 rl 55 /iaa s Ayoo rz 9 7,r o o 72-66 Y,?ja y 7K 3 - /telli AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH Yi House Plot BULKHEAD DOCK Total` COLOR IV q 1 U R r=r L TRIM i — 14+ 7 a _ I 4 M. Bldg. Q 6 — Extension 5— /f ts` Extension 00 f l l Extension Foundation Both Dinette r Porch S x 2 5-7= Basement G L Floors z K. - Ext. Walls Interior Finish LR. n sem,,. w , Breezeway ,Fire Place Heat JDR. Garage Type Roof Rooms 1st Floor BR. Patio — f Recreation Room Rooms 2nd Floor f FIN. B+ Dormer �` Driveway ` F ELD INSPECTION R$PORT D-kTF, CONIlVIENTS m FOUNDATION(IST) `� y ac C rA FOUNDATION(2ND) t� _ _ O H ROUGH FRAMIlVG& PLL bINNG 3 S INSIILATION PER N.Y. STATE ENERGY CODE fi WJ )JA FINAL p Cp ADDITIONAL COAMENTS O Z m z 1 z Y � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 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 N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved /20 Mail to: Disapproved a/c Phon Expiration 120 Building6rispictor P APPLICATION FOR BUILDING PERMIT JUL 1 1 2003 � Date , 20 -'-- INSTRUCTIONS a. This application MUST e completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 21jX444 J�l 24, /2 LGL (Si tore of applicane or name,i a corporation) V7 I (Mai,Kng addre of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder L!J Name of owner of premises s/ (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. LMO ' of l�whi, prop se work will be done:t , ' I House Number / Street J Hamt /CJl 6 County TaxMap Crs�AJo000 Ction Block *v6;171 Lot'Y:11 d' Subdivision �j / ,E ����Filed Map No , Lot (Name) 2. State existing use and occupancy of premises and intended use and 9ccup cy of roposed con truction: a. Existing use and occupancy�`f ,Z�i9/Yl J�'y/ IC���IhQ b. Intended use and occupancy 3. Nature of work(check which applicable): New Building________,Addition Alteration Repair Removal Demolition Other Work_—(U. ¢ (Description) 4. Estimated CostFee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories , 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front �p�) Reaz 7� Depth �� 171- /5 10. Date of Purchase /1 ' Name of Former Owner 11. Zone or use district in which premises are situated c>2,V 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO_ 13. Will lot be re-graded? YES_NO )�-Will excess fill be removed from premises? YES_NO -JoMv Ss1�wG* 14.Names of Owner of premises 414.cstet/ Addressl� l .,QILAdlshone No. 45/-P�' Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) ./o� r AAS 5900 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Swo before me this _day of �1, 20 U72-,A.� ! ' ' c 5& N tary Public Signature f Applicant LYNDA M.BOHN NOTARY PUBLIC,State of New Yo* No.01806020932 1]uafified in Suffolk Cou Term Expires March 6,20� BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: _/ /03 APPLICANT: J ,/ �h DATE SUBMITTED: _L_/L/03 SCTM#DISTRICT: 1,000, SECTION: 3 5-,BLOCK: 1 , LOT: 13 SUBDIVISION: ADDRESS: CITY: (a� ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUMED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ACT. LOT S]205-,, � REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT 3REQ SIDE ACT. SIDE REQ. REAR 3 1-' PROP. REAR -7j-` REQ. HEIGH'Tg T PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: "��ARCHITECT/ENGINEER: t,�� WATERFRONT? / DESCRIPTION: _ ,PANEL # r 7 6 FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED n- DTE: / /_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO NPs DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO /✓f A' DTE__/_/_ PERMIT#: TOWN ZONING BOARD APPROVAL4 E§)or NO DTE: C- 3 PERMIT#: 5 3 3-1 TOWN PLAN. BOARD APPROVAL: YES or NO _DTE: _/ / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2),YY NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- ASF)- SFX $ =$ +$ +$ =$ 2. ( SF)- SF)= SFX $ =$ +$ +$ =$ 3. ( SF)- SF)= SFX $ =$ +$ +$ = $ FINAL TOTAL: NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 / Wind Speed: 120MPH �eismic Design Category. B Weathering: Severe */ Frost Depth: 36" Termite:M-H� Decay: S-M Design Temp: 11 Ice Shield Underlay. Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/P St�E CRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD: Y/N SNOW:Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS. Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N / MEANS OF EGRESS: Y/N (") � A- PLUMBING RISER DIAGRAM: Y/N /^J/(4--- LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N r11A CERTIFICATION: Y/N ri ENERGY CALCS: Y/N TOTAL COMPLIENCE? UN (RETURN TO PAGE ONE) SURVEY OF PROPERTY �E AT EAST MARION TOWN OF SO UTHOLD � N SUFFOLK COUNTY, NEW YORK 1000-35-05-13 SCALE: 1 "=20' NOV 5. 2001 162 68 N ; Dec. 6, 200/ (Cert//icalions) s. T 5 APRIL 29, 2001 (prop. deck I LST No oa z N 3 -74- O , o L 111,15' -o o I o 76.46'1 ' W �F NEW yD AREA = 15,662 sq. lI. °4`— S Lit 73 tQ� � METZ04P 4 C'� �T ✓Ttq� R -�4 t T jt, � ' ���k \ =.T _ 4 Vit. .� .a / G_ t� 4S =T-L- NG CERTIFIED TDr JOHN T. AHEARN KATHLEEN F. AHEARN 711 - �Qr 4X i' 7, 757 Ani AErPA ton OPA � iA A ^ BNY MORTCAGE CO., LLC Or SEC'Jlop, 7209 0. HE N wP S-A-E tDoC4 10N A ,XCEPT AS PEP sin on -c9-s a� -nen Ac .EP AT:GNs CHICAGO TITLE INSURANCE COMPANY HEPEON APE ✓A,Ic OP ,eS MAP A„E r�P,ES EPEOP -N,, 11 PINNACLE ABSTRACT, LLC - '�A ✓�- ” '��`E 107 — ,265] SATE MAP OA -DP1ES REAP -HE IMPPESSEE SEAQ aP THE SJPVElop WHOSE SIGNATUPE APPEAPS HEPEON OCCUPANCY OR -- _ IS UNLAWFUL COMPLY WITH ALLI CpPPES OF j� USE NEW YQ*STATE & TOWN CODE WITHOUT CERTIFICATE As RE IRE AND CONiDlTIONS o OF OCCUPANCY X500' TOWNZBA' --� - —$ �— S000 DTOWND'LINNINGBOL ------_.-__—...--. . -SOUfMT0WVRUSTEES NY.S.DEC I � APPR VED AS NOTED a ' I DATE: B.P.0 57�� GI CERTIFICATION OF FEE* BY: ' NAILING 8 CONNECTIONS a NOTIFY BrOI DEPARTMENT AT -- REQUIRED. FOLLOWING INSP CTgM FOR THE 1. FOUNDATION . rM,REOIARED 0 FOR POURED CONCRIM 2. NOU •1FAAIIINS4 KUMIIIIINO & MBtLATpNALL CONSTRUCTION SHALL ��'" MEET THE REQUIREMENTS OF THE 4. FINAL • CONSTRU ynun NUB[ p l BE COMPLETE FOR,CA. CODES OF NEW YORK STATE. R� CONSRUCTION IL�lL IMEET THE REGARENENfSOFTHECMDESOFNEW I �Z YORK STATE. NOT REOPON ERROR& ', /2X12cca I j I G>�ti _ � NEIy yO � UNDERWRITERS CERTIFICATE REQUIRED ( ht�iL� -arII,-Y Q,nx, F<T"I �. '�"'I'I ��FESSIONP / 1 Y T?pJL f/v 1 { a �� �� �, �ou�t s '-� - �� FLOOD ZONE T-0 COIIAPLY WITH CHAP ER 46" T'� ' N f%YJpI ":CL,✓� > FL D DAMAGE PRE�{EN ION T Ila-- v1-s.. ( q f.Y��('F Eh f R1!1a1�,rfa S THOLD TOWN CORE. i 1' - ��_ _ 2"� 12.° cao. Lanu�R I�I � coxcv rv�,T /.aF;o/le- To $aDx4 I Wage ' ecA pwS wE { f x � LOT Irlj 14 iK 24" x I Z" P.Grav I" . ( °� h •' -, I 1 �4�i1'14Lr1% f�l+� LI �!(�It•�Gfic I JIB p0 FI7L#� i z xp, rp- a) wo&. Zyoerrel&°a6, qf 11 .1'2 QxltZ'�c%;- � ` 1I, I , `Cd —..C . � !A Y?o � Alih _ - _" L_ � � � _-"- �"L'I � � '2xv_r a•T' f P°"�t -� N � � I j2 z� „ I To lz � � ry � 2c- MOTE : nI L cry cra,f c r�r4,Ia.rc I�� N IVE- L FOP— 40fhF OF NY,� . .CA � GT,CrtQ �J �•�2" /740r# nY x 6QeC .,... - r_- fI I r I � > Iv K bco c Y - ,�� � sw�+ TIu u • T. AI.1. I4 ._ iokowT - - 1'I' "Aw a NuMbe /5� a f' R IAt�GL� cl"fi U Ttt �RQEG, x IO' IoF 2 I f - ..__ -.._.... 'C 1�-- 1A_11" M TT ! f_t� Il1C�� __ ! �� _ILIO I�- �� " $ 1 ,L.C •I'1'i 'r 4;/Z au wkwo Ii I . I I r I II T r lNu W-)F Yi: 2� � _ � L 2K rr�'��. cG�6'�I(o'uO,L. ..l_I .�_ _ �ieE �G'E"c A��'7 PaR GAIL•�oc,� Vo 11 � U "� s � I Foto tfinrs Gau r r�cT�R r 'o' �. _ r 14g�pf " ..�.___ . _ . _.. , N --#�--M— — _ I • ' 2f`fesU?Wlld' -G. __ .i.Fi7 I(e'.p,�, ��pF NEW 09 4V ELI lei lw r , - - "PIUWINfa-Nll RR aI-/ 1 0 i I it GENERAL CONSTRUCTION NOTES A.IIN H U]<- ' AS =�,.S 1eYL, D6SYGN k710N,42,1S gfl'L go IRTFOR, WOOD FORK W TRUCTIW PAM)AL. CLIMATIC AND,',GEIIG-APHIC 9E$IGN GRYTERIA F ,<p R ALL, NA SPACING II BASED AT 16' O,f« SPACING. ANY OTHER'$PACIT<G PR DOANVA T APDL( TIONSr TME CONTRACTOR � gipV x_ __u wp TdME R'tAY INAPflt. .pl,pOR SHALL"REFER TC TIIE pRCSCRIPTIVE MGM SECTION OF THE VDPD FRANJNG IIAIAMI,'fPlc P "APPLICATION LOh4 ) _ a`MAI� NMS TABLE 3.8 ROOF SHEATHING REQUIREMENTS FOR WIND L ADSL ' lis of W ,- a ROOF FRAMING' ROOF SHEATHINGI LP ADSL tt, .ImTlr'xiap'i1lN MT. IpRt oa )OYES psATxap UDCAfAe A. EAPCR. SS:IA TI[ rAaEL lotEt ;THESE CDNSiRiICF1gM ppCUMENTS';NAYE LEEN 'llEgltiNED TP MEET THE TRNRRIM LIVE LDAP ioa atA lo-Vak,4 4•Y Capsh I -� TOiCi1RA. r Ad kfpl - np INTE*dw'ig[ SjRsRIM •snY4 1q',tOwW t IY,UC. , 0 fW"* 'flELa - t CRITERIA YfELP1l'. REFFJt TP'SC4'T, RQOIA'!p3M.5 IF"k.Y.S. RMINWIAL CONVINUCTUP CODE To TOPassma 'ATE IP VAu'41.USE, CEILING SHEAT ' g'L L r4MUEL vibe -'SEC HAS. OCSLItrT •_ teTlE . ALL"READol Ig PSF �OVCR PAMmY1N WCH - SK' MAd. ori. EfACITa � NOTES _ ESCEPT SLEEFPMP Rl'SIN 1V.1101pAd3�f; NARA ( -=Mita d mx* Y oC . rR,lo THESE NOTES ARE ONLY TO DE REFE�NTIUWD IN SCHEDULE NOTES ONLY. si.gulau ItnY drectICA 10 R4fTER VFEN - $EE Sid Tp offhEO t - Y COMm lWL WAIL SHEATHINGI 1). For roof sheathing within 4 feat of khe prinetRp .ape of the roof, Including 4 feet on each Side of the roof p*pk 1 ge Zon, be used, Y COIeCeI a fnrTabutotmle eebIch mc. MR 0.(pacir AIN u"*,* shoot"MD Attar reduced rafter / truss Franino members with G>0,49. Tp PIFTEII a - tea CMIDm CAO NAD. A*Y sOGrtlri an. To : swtsLS VI. g dna to fi Inches o.c. a•-PTSD Y cow M 0a. fE'IaClO 11 Tabulated 4 Inch o,C, MR� spACMq aaNhes sheathing to rafter'/ truss framing members with G".49. For WALL FRAMING, framng members with DA2(G(0.49, the nal spacing Shall be reduced to 3 Inches os. ASSEN WEP,AS PER,Nuys. Slefti R�MAL CONSTRIf5TICK CODE. ANY ftsm wT]gl t* NOTES vN.LAWIY l to- gc . ftnq r REFER- TO THE, FOLLOVRIP MANUALS FOR AODmoNAL'FASTENER REQUIREMENTS' 'ori' trAEixS IRS - ' FLOOR SHEATHINEiI TABLE 3.9 WALL SHERTHING REQUIREMENTS FOR WIND' LpADSI gr'PLATC vPOT CCG NOT"1 _ I KARL SSTR'10-99 Standard for NrriPPrr Resistant Ccnetructlnn OT1tsAlaw EA FLOC Nllil UOpIT OCMHOTTON .• l ICL TMDIg L 'AT. l: S'IN Tilt 0A0CL 0, IIDtES 'i yISCE 7-02 (REVISED TAW 7-9W Minimum Design Loods for Subongsand Other Structures � - did � .44 CpeO1 a EOpE SDNC cOMYN e v Y CpKN t 1Y 0c. r 'flELa uE DE, A. SEWVw +wR Elf NOTES: ALA Tb' ' t-No ext RAW Mal THESE NOTES LY TO » REFERRED TO If GENERAL LINSTRUCTION ,N[7TES , qqtyry LaDR JgItT YND W `ACJ Ratiot MENTIONED In SCHEDULE NOTES ONLY. . 1. The Information an this set of'ConstrucUM ita4'dMmtf if related to 09314 AltairCMO uliliT �1P, Intent and fraMng dvidi% Thty.rbrW intended as a alt t"VCEbn ds, mb a ALL,tote FLppR FRAMINGi' O. Nelthp MT!IrRM!tto nee aasetl m wall sheathlrq NOTES " for Vh%trally t_'"Pted good bundinp Aracticifend campbamca with cupoer't' Now'York roRod."'0: ' anrpmter at the panty edge. 11 eilL shSptflY'p _ State bu0dlng coe*iL The CMWYampl 'ContreCior Is esspg"lito- for pMvWp Standard JdfR xTNtrTth, OTT. lo nw.Yd 3' an^ContYe a{ toe PRM, edge to otetlin Wgher THESE NOTES ARE ONLY TP REI M1¢A TO IF MENTIONED IN SCHEDULE NOTES ONLY. constructor; dot"$ 'and protodu*ow to pgture,a PrdfA'fsbiNly, nrosibdl�W(ructurally o sMyr capaclttes, roNnprequR'et, nes fpr struf:b.IrPl _ sauhu u•M weatheppr'•oof �nnp4e4fei prbWict " - Y merdmerS shalt I" ddWbled, or 'dterrpto camectgrs, Mira NChOr '4 Tett of the cornus, the A foot edge Bohr gt{pnTMemt neArArementt shell r2.roet R RE arip'r etkaTe Nlsr e -Y �d 21 VMn hall shntllnp $ 5ontY»A>Ma'6 ro path be bbd all',Shat . Thi'ae codes, re Sorb► abnit r a pawl P 41 is I ' 74"Mr „ ' xad tueh 45 shear lokee, Niall dialed t2 Mah aF Ml sPoStn gssuMs slrePIN, „aMPCMd id s tF Petleral state 4 hd 115a( tadla .p aO ,endtpMla�lt'uRdSq ,O^M9 T�y T a I; MNL, .0mbows.ow, dt4aateu' P .mom tAMn�be"wnwttea G>gr9:Far fniiWlg memb.Fs�,dtM'o.iFw<: the % SW roe by orsboos. to e .]4r1V11t Nylyd•y 4 %gl should pe atlheTed to-even If hire w'e Ln 'IarpnCt SNd!WPn rnllF k'Padeipd >tM4l M w4d'(cad'io N l 3. 'i.•anslons sle4 }Oke Protestant 00P kcNs deklapa <do hail scale dh'oa+'w). -1>WARf,. rc 3), Far exterlor panel sRllnp, gpivNes.a box nabs wheel bR porrHe1" to M srdosNtutea for coma, AO&W 00 4 T le dsfi�y�nen boa+pb fl!*11 M UPM ilnYia'rp rexw•pRltllDty Moor k% �a _7 1 "' olL E<r rvgr arOptOn - •'O 4•'`Y ' •CPM MN. nfoM ,xR r '}� ghee, r Vr Ned R'tk1"+ f, 14 pwpautNPMi AFM sell.Aa +kro'ie'kiFa^ oCr TD dplM Sdehflq u§k errikffll>a or °tis N!}�;dae o?;�daYs. - ma.a1'.T�.rwTE Tda FOq{ Mg7K,' 5. Refer, to floor,'pIa*pA.. »b gr40p' Ae�uama•, air ak++aa .k'.t+rlar vaeN^ ac4+,aAa,Pq<', G NERAL F'RAMIIV.G NOTES typos and NXK o4' khe says 6.Urnfro( GIMtrPator 'bc,tp BMR,<RM70 ,*'R' *_ACmh^,Y yTI� fR'�, . _E't 5(k!V,tr'MSIan mast;'or 1. U(A•!d'dtAerYlse notedr oN PYPnV'0^etWMPI to M YZjRTR. Dqug,Ph _ {. exceeds' as manufacturers fkattbm , and, Apgt56iW c - GEN'ER'AL HVAC SYSTEM ' NQ'TES -. 7. gv,erPl Contractor to Aanswi and eannulnA4r attyr xN, osiirr.fan aR bWtk,ln-items a' floors•Labile, copings And raftaes to be 16' D.C, unless otharYl<a noted. GENERA_ ➢ECK & ,PORCH NOT S - _ Provelf,Fer,41ackWq where appl 5610. 1. Unlike otherw sea MCea, ai franYp mgteMN to f ACO such as bobacdsea, shNMnli,"pantry, aloAe'tal, trMf eyC. Creature L Mechanical, subcowitinetap IS MspgA$IMO Ior adnehing to al applicable -Sa1•ty reGMd - 3..Unless:otherwlte noted, oil b4",*oil headbrs lea be min. 2-plea 2kIDnNd lumber. comeandM+enis, " 8. 'wind load r d 00"CUoPs Noll ON taken:into a0colert'during caMtrt"lor, Aw hea iepb to have adequate b or-sq an each end or as specified B. 10rtlers for floor �joists to b min 2-ply 2x15 uMrss othtnrhe noted. The wnNi pint* page sNw Ad'be MvleOe :prlu to SIgrtWpr - .� 2. MVAC sylKentrPctor 19 to fully Cooedlnale All syStan data and eeauMomenls Ern IIi�ti ti, T1 - t 4. All'flush beans / head" to be Yntalled with heavy duty galvanized (*gArrs i fall it, Nthu belted to Posts w/ !/E' db. gale. bolts or with the etluli m int ■upyer. } GENERAL E'l, Ut4D,A'T'IQN ,NOTES he Provide Gbleanind HangerR Ona anchors where applicable to all ancTkred onto concrete pier. •lala%a Connected to,bwana 3. ,Mv is to have btbckep ! 8. OC. 6.M wl dtrfMactp,. ownn, an��e rinb_t system,W*pYfar ONOOraA r sew that o It to ° - gUpnent suppler ior RkRo( review Wed approval l L GonePgl ComtT'aa}or L"Mason to *#Neta p1aQl', NeRitbns and tle}abs to detiMmiru D, gpgpli 1>�i Floor Joist under "its that run parallel to Floor Jost and Ml 4, a attached to house t,0 ba" a fIpSMMgr 04"O" !appNg ♦ " Intended'INNONIA Of Ilthed #4W(a) aboVt iy*ml pradt, unden'bgthtubs. Floors pot4MA cVank tY-shOR be verVlod far load�cppppity, , °Miers ', behind' the sMM1p, b{ween'4We house end ledger. Ledger shall b 2. MI foatMp tV east M undisturbtl (vtrgNN ,sub. 6, PhpVldlr blocklnq / brMpYlp h Flax Jdsts s fl' O.C- lice cNM b1o0kATp bdlt•d to buiNYg with I/t' Spa. fialvanlaod bolts. 3. Provide 1/2' sonny am Joint rtenIn lrttuen concrete O In And abutting M floor Jolt# under Al1MMny'wage S. All foot) for posts and plops to be 4' below grade Plorrt shall concrete or naSonry walls accurate M exkerhr ar' uinea{ed Imterbtr Greg//x sedd�� 7 ProYWe Insulation bafFIOS at wove Vents between rafters. IeStdH draft Wbaklnp, Ostend a mNew+n of 6' 4. Any M* concrete aaltS beaboveReads.ing.attadhed 'tg eSlslep (If any) co West* iSrmetLwedto 6. All Framing material to have APPPOWhte gplwniied hampers Ona be Installed with M rt-bar, 13• lana At Or QC. Use approved epoxy Par Installation. IL I"*" otmorsico mated, ROOF and VaUs to have a nen .4-ply 1/2' MnCOWS. , S Lretss Ptheewle, nota, off Im4mar ttabl Am grad* to be 2500 PSLCa cret* eN{•ror iheathyg Cade pywaoA myrbnd to saver aver p1Ptea and nebp•rY. GENERAL PLUM ING NOTES GENERAL ELECTRICAL NOTES. Exterior stub; on gl,ade'id be 3500 PRI concrete 9. Unless egtherWMa (pie: 3/4r ILO,Fle ar AdvafVtPJypoiCihsS ply-446 tabs 4diyrea ' --_ �p►� '"' 4 Dist" ubreq. 1 rr}01 Guns{rue railaYaC6de N•Y•$ 1. A4 NectrlcN 40 be ae per WY•S. ReslMentkl Corsti•udllpn-Code, tp Jgsi (:PL4g}i pglhYlllf and ear, " 'to;ridar • far'bub fl ` 'hN$h:d 1, All eaWr euslD,ly. a and venting so be of Per sand air oravtl fill with fut6 wire Man rolmforcl% Interior slabs to be placea'on 6 nil. - floor to IN M/tNled bvef, as per hontafaaturers r'otUdi i. .Reit Of NEW M hLy�, ' qqpp 2. MI oleCtricae worN shell be underultsrs Rpprol'M. '(t• rOg pN�eSi)yleM vapor borrer. Poundatlon Slab to be A rMmw% of 3-1/2' thick. - and asaYge '�/ ',;Y er3,,eN1'sSmbak- l(rRNfa Plhavoiso ed"IL e"% ofS ➢epartd�rMRi M'o"**A MGt M'Nth EdpMfer Ian, Suffolk E4kN)tY Health 31 a 'bg,p• locates tar, F a?; , ',;egtlap A317 a# , As'�?e 0. AQ n hAwe tM'.mMYAure r M shof%M14 Oarj(o Vail2. 6.:Proyldr Crawl space with one 0016 Last Mon foundetl0n'vfmt For every 1SD' square. NY/S. C tld4 Cable. a feet'of Ar". hrMtlOry tb'haYe rllylltpn ANad'?f'o�l<, AQ sNetiwck, td 40 taped' and. fWahee odt'ad�! f'm9 PlllsMih'df 1,[arbor v a 3, tr wap itudls, phat+s pr,JplRts are Fut out dla'elp''4Nntfil�aAbn Roe Oyt iu In bubbly, R 7. Provide nMMun 18'x20` acus aPerl0l0 to erdN space Area. 11 AD ._ 3 pftaiit,df, leat�thet 4112 shall 'he Installed with Ice6 Vater Darrlor any piumlWYTl1.''frNo't4M �r1(r 'Orb R.adsg0ltte proanq drill +Rs _ u, to protest alPaaaa<ird tkA•6rtktura.,V.erhY +Atm tM:lYtafa caaW 2 H. Dorm,Pof wNteror of SountlP Ian rl N.tOt _Coo Rs R DF t abe .e Y taY4 PRe with' t tares loop-7' end MMMAFtIie'ara eetldtelerltlaton'far ermtlrluN Miner YMle OM - 9 t4q . 4p6 0tM,l N,YS. code. A 6-M Wye t�xiyyl1MM 440M A� M, bvaF tm►� bN�+ �Pdrrtkn '_IR Sb1 PTa R tea' r�P M aaake Berg PWwttea OF extePlbe Foundation wags pnkN• to 044:1041 p PpliltEi l "wY t� Nd. ryD4W►to Mt an,eliloi•M- to fnun,Pdtnl, a7pi,a� �POf P "aHYSM 'I kIV4 .q�.•eikh<M yMii.�#l4"Or- bind,0711' atilapls 04 i8mpnora.' _ 9. Dr alnage to be pmov ded as per S•ctNM 1140 Of MKS, reaRenttat COdR ' > • - .. ') '� �� low4W TYPICAL COVERED PORCH WIND UPLIFT REQUIREMENTS l HEADER GIRDER ' CQNNECTIONS, USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED DECK HEADE U_ PLIF METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND SPAN SPAN tbs, INSTALLATION BY MANUFACTURE, 6' 140$ PRO UCT DESCRIPTION U L F GLV. MINIMUM 20, g' 1878 NUMBER lbs. FASTNER REQUIRED j 10' 2347 4X4 POS : (12) 16d M. NAIL 12' 2617 PBS44 POST CAP 1815 BEAM- (12) 16d COM. NAIL 6$ 2479 PBSE44 4x 1430 P T (8) 16d C N IL 28 10' 3098 END POST CAP BEAM ($) 16d COM. NAIL 12' 3718 KC44 4x4 COLUMN CA 3265 EA D : (2) 5/8 BOLTS 6' 21,10 PAST/COLUNNi (2) 5/8' DIA, BOLTS 36' 8' 3061 10' 3851 PAU44 4'x4 2240 TING . IER' 5/8'x7' ANCHOR H LT 12' 4621 POST ANCHOR POST/GIRDER, (12) 16d COMMON NAILS 4x4' WE POST ANCH R CHE44 COLUMN BASE _ 5585 " POST/GIRDER (2) 112' IIIA. BOLTS KCB44 4x4 5650 ,� 'T 0S " AN N- ; UPLIFT CONNECTIONS FOR: COLUMN BASE POSTVGIRPM (2), 5/8' IIIA: BOLTS JLl_ISTS-T6-GIRDER " / HEATHER DECK lCONNECTION MTN: 8d RAID x6 T: C1 ) 6 COM.SPAN CAPACITY REQUIRED PBS66 POST -Cqp 1815 j T2' 4.27' lbs, 4 BEAMi (12) 1601 COM, NAIL 6xta PST. (B) 1&"0 COM. NA L • 1 26 tbs. _ 5, PBSE66 END P©ST CAq 1430 BEAM f8A 1$d- COM. MAIL 20' 625 IIbs 5 KCC66 X r O Si"8'. 24' Z, , (�yr�, 6 COLUMN 'CAP $225 POST/COLUMNi (I) 5/8' DIA. BOLTS i 26' 8,66 lbs. 7 36 970 'lbs ' PAU66 POST ANCHOR.. 25511 PF G/PI : 5/ xT A C BOE DST/GIRDE7d (i�3)-.16d CpMMON' MAILS � x6 W T :,1aST ANCHOR R CHE66 COLUMN BASE 3570 MIST/GIRDER', -(A)' 1/2'' DIA,' BOLTS �.. FU-Sl, .ANCHOR LJ KCB66 WCOLUMN BASE 5640 POST/GIRDEAt (2) 5/8' 41A. BOLTS' P• RT10 $85 TY--D W ANCHOJOIST, ( )8d C -MON NN AIL S TY RnR/GIRDERc (6) 8d COM" NAILS II . gi1105 JC ) 1 xl-iV2 NAILS TYPICAL COVERED PORCH ANCHOR HEADER/GIRDERi (4) 10d COMMON NAILS ; INSTALLATION NOTES IX ALL POSTS TO BE ANCHORED TO FOOTING OR PIER WITH POST ANCHOR 2). HEADER & GIRDER CONNECTIONS TO BE ATTACHED TO EACH POST WITH POST CAP <t F NEWL°y� $)• EACH JOIST TO BE ANCHORED TO GIRDER OR HEADER WITH TY-DOWN STRAPS. QP c s a JOIST HANGERS TO BE ATTACHED TO A 01 LEDGER $�QA�RA THAT IS TO' BE BOLTED TO BLDG, 4). EACH CEILING ,JOIST TO BE. ANCHORED TO GIRDER OR HE*R WITH" FYt3?O�N ALT JOIST HANGERS TO BE ATTACMEB TO A, LEWER BOARD THAT AS 70 Bl BfdLTEp Tq, BLDG 5),lv-ACH RAFTER TO BE .ANCHORER 7O G,,TR E$ OR HEADER WITH TY-DAWN ST.1+rt4W$: SLOPC 'Jh�FT IHA:NGEf�S TO, BE ATTACIWE } ?i A,LEIIGER BQARA THA' 1`0 TO 'MT BpkL4TI TLi . I}Ci, r� TYPICAL DECK WIND UPLIFT REQUIREMENTS HEADER GIRDER CONNECTIONS, USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED DECK HEADER UPLIF METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND SPAN SPAN tbs. INSTALLATION BY MANUFACTURE. 6' 1408 PRODUCT UPLIFT GALV MINIMUM 8' 1878 NUMBER DESCRIPTION tbs, FASTNER REQUIRED 20 10' $347 4x4 POST: (12) 16d COM, NAIL 12' 2817 PBS44 POST CAP 1815 BEAM; (12) 16d CCDM. NAIL 6' 1859 4x4 P STi O 1601 COM. NAIL 28 W 2479 PBSE44 END POST CAP 1430 BEAM: (8) 16d COM. NAIL 10' 3098 BEAM/GIRDER: (2) 5/8' DOLTS 12' 3718 KC44 4x4 COLUMN C03265 POSTICOLUMN+ 0 5/8' 111& BOLTS 6' 2310 36' 8 3881 4x'4 FOOTING/PIE' :'" 5 x ANCW B T 1'0' 3851 PAU44 224D 12` 4621 POST ANCHOR POST/GIRDER; (12) lbd CI1MN[II'1 idAAILS li C$E44 4x4 3585 WET T ANC 01 COLUMN' BASE PDSfilGiRi1R: (8} 112' DIA, ',BOLTS UPLIFT 'CONNECTIONS FORT KCB44, 4x4 565© WE P ANCHOR JOISTS-TO-GIRDER / HEADER COLUMN 'BASE POST/GIRDER: (Q) 5/8' DIA: BOLTS a DECK CONNECTION MI 8 NAIL SPAN CAPACITY REQUIRED bx6' POST, C1,2) 16d CDM. NAIL c e PBS66 POST . CAP 1815 BEAM, Q27 1601 COM. 'NAIL 4 12' 427 tbs. 4 PBSE66 6x6 1430 PO_T: (8) 16d COM, NAIL 16' 526 lbs. 5 END POST CAP BEAM 48) 1601 CUM: NAIL a� 20' 626 lbs. 5 6x6 ' BEAM/GIRDER, (' ) 5/8' BOLTS 24' 726 tbs. 6 KCC66 COLUMN CAP 5225 POST/CGLUMN: (4) 5/8'" DIA, BOLTS TTI{{�I .iti ll. .il !tl I -1{YI ITl--ajsil11- 2e' 826 lbs. 7 TYPICAL DECK 32' 92' lbs. 8 6x6 FOOTINGIPIER: 5/ ''x7',A C LT PAU66 23'5b ' POST ANCHOR POST/GIRDER, (12) 1601 GONMGN NAILS N.T.S. 36' 770 lbs. ? 6x6 WET POST ANCHOR CBE66 COLUMN BASE 3570 POST/GIRDER: (2) 1/2' DIA. BOLTS , 6x6 5640 WET POST A ' HOR KCB66 ' COLUMN BASE POST/GIRDER, (2) 5/8' DIA, 'BOLTS �o TY-DOWN JOIST: (6)8d C MMDN NAILS o. RT10 ANCHOR 585 HEADER/GIRDER: (6) 8d CGMMMi NAILS ALT. -DOWN JOIST: (9 IOXI-I/? ;NAILS. RT20 ANCHOR 1105 EADER/GIRDER ON` (4) 1Dd ONNNAILS -, Of NEW INSTALLATION NOTE?{ ��aPNCEa s�, 1). ALL POSTS T,OI BE ANCHORED TO FOOTING OR PIER WITH POST- ANCHOR 2).- HEADER &'.'GIRiDEp •CDNNECTIONSTCI $E ATTACHED , 1'O EACH PD3T ,-y'ITH POST CAP - 0322541 �r - 3). EACH .JOIST T'D BE ANC-HORED TO GIRDER, DR HEADIER WITH TY—DOWN STRAPS. oFESS% MA � JOIST NGERS. -,`U BE `ATTok6k 1 :Tp A PT LEDGER BOARD THAT IS TO "lE _ MLTtO TO, � LOG, o�