Loading...
HomeMy WebLinkAbout20210433 48 Outlook Ave Area Variance Plans , , City of Saratoga Springs 4. ., BUILDING DEPARTMENT CITY HALL-474 BROADWAY-SARATOGA SPRINGS, NY 12866 PHONE 518-587-3550 EXT 2511 KATHLEEN.FARONE@SARATOGA-SPRINGS.ORG APPLICATION FOR DECK PERMIT 1 APPLICATION MUST BE FILLED our COMPLETELY. All information and signatures are required. 2. The deck permit fee of$150.00 plus $.25/sf must accompany application. 3. Inspections will be required once permit is issued. See permit card for list of required inspections. LOCATION INFORMATION /�� �y/ i JOB SITE ADDRESS tie V0//f ovCC 1 , �/C.- TAx MAP ID# 165-. 117-I - It", , ZONING DISTRICT V i " COST OF WORK$ ARCHITECTURAL REVIEW DISTRICT n YES nNO D.R.C. DECISION DATE HISTORIC REVIEW DISTRICT n YESnNO (PLEASE ATTACH COPY OF DECISION) IS JOB SITE IN A FLOOD PLAIN? ❑ YESENO H.O.A.APPROVAL DATE(IF ANY) (PLEASE ATTACH COPY OF APPROVAL) PROPERTY OWNER INFORMATION CID# OWNER'S NAME Christianne L. Smith PHONE 518.441.2255 48 Outlook Avenue info@designsmithstudio.com ADDRESS Saratoga Springs, NY 12866 E AIL i. • -pot r -7 ri . 03.17.2021 OWNER'S SIGNAT RE DATE APPLICANT INFORMATION APPLICANT Christianne Smith PHONE ADDRESS same as prop owner above EM/JL itoil 1 03.17.2021 APPLICANT'S SIGN• DATE CONTRACTOR INFORM TI4�ON COMPANY NAME ZT PHONE ADDRESS ---------EfVlfd� CONTRACTOR'S SIGNATURE DATE FOR STAFF USE ONLY: FILE# _ DATE APPLIED RECEIVED BY APPLICATION# PERMIT# DATE ISSUED PAID$ INSURANCE PAGE 1 OF 4 REVISED 3/2018 SPECIFICATIONS & MATERIALS LIST GENERAL SIZE MATERIAL SPECIFICATIONS OTHER FOOTINGS 8" _ Concrete 48" below gradE FRAMING: POSTS 4x4 Pressure treatec BEAMS 2x10 Pressure treater Double JOISTS 2x10 Pressure Treate( 16" OC LEDGER 2x10 Pressure treatec _ FLASHING COper DECKING 1 x6 Trex STAIRS 1 x6 Trex FINISH WORK SIZE MATERIAL UNDERLAY OTHER LANDINGS HANDRAILS GUARDS MISCELLANEOUS SIZE MATERIAL OTHER DECK PLANS REQUIREMENTS FOR PERMIT The City of Saratoga Springs does not require signed/stamped plans for all decks applications. We do, however, require that a minimum amount of information be provided about the components. The information that we require is as follows: Footings: Size, Spacing, Material Type, Depth Below Grade (48"min.) Posts: Size, Spacing, Material Type, Attachment to Footing Beams: Size, Spacing, Material Type, Nailing/Bolt Pattern, Attachment to Posts Joists: Size, Spacing, Material Type, Nailing/Bolt Pattern, Attachment to Beams & Ledger Ledger: Size, Material Type, Nailing/Bolt Pattern, Attachment to House, Approved Flashing Decking: Size, Material Type, Attachment to Joists Landings: Size(36" min. direction of travel, width not less than stairway or door served) Stairs: Base/Footing, Stringer Size, Tread Size (9"min.) & Riser Size (8.25"max.), Nosing, Material Type Oneside Handrails: Height (34"min.,38"max.), Continuity, Return/Terminate Ends, Size, Grip Size(Type I or II), Material Type Guards: Material Type, Height(36"min.), Opening Limitations(<4" Between or Below Balusters/Openings, <6" Triangular Opening Below Stair Guard) Attachments: All Connection Plates, Bolts, Nails, etc. to be Hot-Dip Galvanized or Stainless Steel Additional information may be required by the reviewing inspector as deemed necessary. PAGE 2 OF 4 REVISED 3/2018 a o —0 C 1 1 C U a0 I z a; 0 1 CI t a)1/40 oo I — — N >- z � 1 0 f0 0 C) f0 f0 41 C I N 0 0 0 ooN L/1 N I C C N 1 V N ►1 T 1 1 L J PLOT PLAN AND LOCATION INFORMATION Locate deck, main building (including additions), any accessory structures, swimming pool, etc. Give all yard dimensions. REAR LOT LINE — 23'6" REAR YARD Gr o 6 W � Z rn J C1 � J F- �y LL y W MAIN BUILDING 14'6" 18' LEFT YARD RIGHT YARD 25'9" FRONT YARD V V FRONT LOT LINE 69.9WT 7 FEE CALCULATION 1. BASE FEE-$150.00 PER DECKQ = $150.00 CALCULATION BY SQUARE FOOTAGE $.25/SQ. FT.X 308 _ 77 AREA IN SQ.FT. TOTAL FEE AMOUNT = 150 (MAKE CHECK PAYABLE TO COMMISSIONER OF FINANCE) PAGE 3 OF 4 REVISED 3/2018 THE FOLLOWING INFORMATION MUST BE PROVIDED: 1. Insurance requirements: a. For general contractors: a Certificate of Insurance on an ACCORD form with Commercial General Liability Insurance of One Million Dollars ($1,000,000) per occurrence aggregate naming the City of Saratoga Springs as an Additional Insured and Certificate Holder; b. For homeowners acting in the capacity of a general contractor: see Homeowners Insurance Requirements. c. All those acting in the capacity of a general contractor must provide proof of NYS Statutory Workers Compensation, Employer's Liability and Disability Insurance or a waiver of same as determined by the NYS Workers Compensation Board. 2. Detailed drawings must accompany application (see requirements on previous page). The City of Saratoga Springs reserves the right to request the drawings be signed and stamped by a NYS licensed architect or engineer. 3. The attached plot plan must be filled out completely. Include a survey(if available), showing deck location on main building, location of main building (including and additions), any accessory structures, swimming pools, etc. and all yard dimensions. 4. Complete the attached Zoning Compliance Chart. HOLD HARMLESS: THE INDIVIDUAL FILING THIS APPLICATION, TO THE FULLEST EXTENT PROVIDED BY LAW, SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF SARATOGA SPRINGS, ITS AGENTS AND EMPLOYEES (HEREINAFTER REFERRED TO AS "CITY"), FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSE (INCLUDING, BUT NOT LIMITED TO, ATTORNEYS' FEES), ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK COVERED BY THIS BUILDING PERMIT APPLICATION, SUSTAINED BY ANY PERSON OR PERSONS, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH, OR TO INJURY TO OR DESTRUCTION OF PROPERTY CAUSED BY THE TORTIOUS ACT OR NEGLIGENT ACT OR OMISSION OF APPLICANT, ITS CONTRACTOR OR ITS EMPLOYEES OR ANYONE FOR WHOM THE CONTRACTOR IS LEGALLY LIABLE OR SUBCONTRACTORS. (;I S (INITIAL) PAGE 4 OF 4 REVISED 3/2018 CITY OF SARATOGA SPRINGS A • BUILDING DEPARTMENT Stephen Shaw r''�' City Hall - 474 Broadway Building&Zoning Inspector Saratoga Springs, NY 12866 Phone 518-587-3550 ext 2511 Fax 518-580-9480 City of Saratoga Springs' Building Permit Process HOMEOWNER INSURANCE REQUIREMENTS A Homeowner is defined as an individual who is the owner of the home to be renovated or constructed who plans on living in that home and is performing ALL of the work themselves. That means that no contractor or individual will be paid any sum of money to perform any work on the project submitted as a "Homeowner Project"for the Building Permit Application being processed. If you are a homeowner applying for a City of Saratoga Springs' Building Permit and are performing construction of a personal home project by yourself, you will need to obtain the following documents when applying for your building permit for the projects specified: • Minor Remodels, Sheds, and Ground Floor Decks: You are required to provide a Certificate of Insurance evidencing proof your Homeowners Insurance acknowledges your project and provides evidence of liability coverage in the amount of Three Hundred Thousand Dollars ($300,000). • New Construction, Major Home Renovations Upper Story Decks, and/or Pools: You will be subject to the same insurance requirements as a professional, commercially insured contractor. You are required to provide a Certificate of Insurance for Commercial General Liability Insurance in the amount of One Million Dollars ($1,000,000) per occurrence with a Two Million Dollar ($2,000,000) aggregate. The insurance provided must be from an insurance carrier licensed & admitted to do business in the State of New York and name the City as an Additional Insured for the building permit process. The Laws of New York 1998 Chapter 439 require that each building permit applicant provide proof the applicant is in compliance with Section 57 of the NYS Workers Compensation Law by providing proof they are (1) insured (C-105.2 or U-26.3) or are exempt (CE-200). The CE-200 is a Certificate of Attestation of Exemption from the NYS Workers'Compensation Board for Workers Compensation and Disability Coverage. Form CE-200 must be filled out electronically on the NYS Workers Compensation Board's website, www 4; .state.ny.0 , under the heading "Forms". Applicants filing electronically are able to print a finished Form CE-200 immediately upon completion of the electronic application. Applicants without access to a computer may obtain a paper application for the CE-200 by writing or visiting the Customer Service Center at any District Office of the Workers' Compensation Board. Applicants using the manual process may wait up to four weeks before receiving a CE- 200. Once the applicant receives the CE-200, the applicant can then submit that CE-200 to the City from which he/she is getting the permit. Your insurance agent should be consulted prior to your making any application for a City Building Permit. While it may appear to be convenient to obtain a building permit for a contractor or to identify yourself as your own contractor, it is important for you to protect yourself against financial loss and to comply with the NYS Building and Workers Compensation Laws. Your insurance agent will assist you in doing that. Financial penalties are severe if the NYS laws are not followed. It is important to remember that you must provide all required documents as outlined in this package, BEFORE the City of Saratoga Springs will formally review your building permit application. If you have any questions regarding these insurance requirements, please contact Marilyn Rivers, Risk& Safety Officer at (518) 587-3550 x2612. Revised 042115 Risk and Safety 0 ' 00 oo Cq COn N n O�y•J �N f"1 c) ci X)`k° a _ 7b .9T L°7 1-S!Or 01X2 U 0000 (4 1-- EL Co £T 54( N _. 1 _ N ----1L X NI- L CJI JI 1 y -1 VI N 7-1 o II t�� d NM .�NMA N 0.1UoR'vs ,t i cd / �`�° a v) ''ao0 maI a+ .ti y V7 � U 0000 PO tjx x x : x x s x x x x x x x x x x x x --".4r. i, CO CD CO CO O CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CD CO h 1 - O0 O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 v N N N N N N N N N N N N N N N N N N N N N N C•101 N N NNCNIN 0001:0 m m m m m m m m m m mm m m m m m m m m m m m m m MO CI \t, F .J 0 — ^ 3 - O f 1 1 1 • i'b 6 (b N o II 0 .-4yN 0ol MA y P,UoIL/1° �`n° a. O �� y CO 41 Li A inU 0000 GQ CIS C ��--- a= N N F s- RZ CO CO CO W r Y W J N s- N Q El 10 J V r� m EEE J 0 0 0 W C o , F u, -- :31 _ _ J N N W 9 W W O^ .�. U Q t 4 4 s � Z .m CO - W .m- J N CI © _ W ci u m I m E as J -"- Q U < 01030 a H N I�-- I Zo m N 0M alY �oa� j \ Pal / f00 % [ ] r $ 0 < & ate ■ e 0 0 \ . ( es o _ 3 d m § & E \ � / k CO \ < / / a ©\ o gmcgcAq �q R �u7 mQoc4rA 21' 8" EI C -VI -T 60 C a' 41 t i� in IDS H '_' OO =0 _© = (_:) o ^A _L 4' 2' -1 II fl- -- 4' - - 4' 1" „2 L. 4' 1" - - 4' 1" I I 4' 1" —Ir Rail Layout Post SKU Description O TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND OO DT-TREX_COMPI TREX_COMPI TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND E TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND 0 TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND Rails Section X-re4 Cut From D DT-WTCROWNTR06 (Crown Top Rai1,6',Classic White) E DT-WTCROWNTRO6 (Crown Top Rail,6',Classic White) F DT-WTCROWNTRO6 (Crown Top Rail,6',Classic White) C DT-WTCROWNTRO6 (Crown Top Roil,6',Clossic White) I DT-WTCROWNTRO6 (Crown Top Rail,6',Classic White) J DT-WTCROWNTRO6 (Crown Top Rai1,6',Classic White) A DT-WTCROWNTRO8 (Crown Top Rai1,8',Classic White) B DT-WTCROWNTRO8 (Crown Top Rai1,8',Classic White) H DT-WTCROWNTRO8 (Crown Top Rail,B',Classic White) G DT-WTCROWNTRO8 (Crown Top RaiI,8',Classic White) I, J : 5' 15/32" (34.99 degrees) °° Measure/cut on site. ** Design: Deck21072 21' 8' I - I 1- 7 — - 0l --1- oa co co El) io OD 00 CO 00 i:o Ek) I ' n '' ' OO 0 0 x li II 4' 2' .- - -- • t .0___ __ -_—_ 4' 5" 4' 5" 4' 5" I 4' 5' �. - - -- Roilpost Layout Post SKU Description O TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND ' DT-TREX_COMPI TREX_COMPI TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND E■ TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND Design: Deck21072 STRESS ANALYSIS CUSTOMER: CHRISTIANNE SMITH -- RKH DATE: 03/13/21 DESIGN: DECK21072 REF: SALESMAN # RICHH MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X10 DEFLECTION 96 PSF 16" BENDING 96 PSF SHEAR 110 PSF COMPRESSION 147 PSF 96 PSF BEAMS 2-2X1OLM DEFLECTION 232 PSF BENDING 112 PSF SHEAR 89 PSF COMPRESSION 266 PSF 89 PSF POSTS 4X4 STABILITY 435 PSF BEARING 403 PSF 403 PSF TOTAL LOAD 89 PSF DEAD LOAD 10 PSF LIVE LOAD 79 PSF STRINGERS 2X12 DEFLECTION 370 PSF BENDING 364 PSF SHEAR 297 PSF COMPRESSION 1187 PSF TOTAL LOAD 297 PSF DEAD LOAD 10 PSF LIVE LOAD 287 PSF