The URL can be used to link to this page

Home My WebLink About20250265 13 Wiswall Ln Area Variance Application"HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED" CITY OF SARATOGA SPRINGS ZONING BOARD OF APPEALS CITY HALL - 474 BROADWAY SARATOGA SPRINGS, NEW YORK 12866-2296 .;� TEL: 518-587-3550 X2533 www.saratoga-spfings.org APPLICATION FOR: INTERPRETATION, USE VARIANCE, AREA VARIANCE AND/OR VARIANCE EXTENSION APPLICANTW* John Witt Name Address 563 N Broadway Suite 1 Saratoga Springs, NY 121866 518-587-4113 Phone / Email chopeck@wittconstruction.com Primary Contact Person: �✓ Applicant OWNER(S) (lfnot applicant John Witt 563 N Broadway Suite 1 Saratoga Springs, NY 121866 518-587-41 '/ chopeck@wittconstruction.com lrVK vrnt r uaei (Application #) (Date received) (Project Title) Check if PH Required Staff Review. ATTORNEY/AGENT �✓ Owner Attorney/Agent * An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. Applicant's interest in the premises: 0 Owner ❑ Lessee ❑ Under option to lease or purchase PROPERTY INFORMATION 13 Wiswall Lane 1. Property Address/Location: 2-23-03 2. Date acquired by current owner: Vacant 4. Present use of property: 165 44 1 47 Tax Parcel No.: (for example. 16. 52 — 4 — 37) U R-3 3. Zoning District when purchased: U R-3 S. Current Zoning District: 6. Has a previous ZBA application/appeal been filed for this property? 0 Yes (when?-19-31-03 For what? Area Variance Seta ) 0 No 4-17-23 Pg 6 7. Is property located within (check all that apply)?: ❑ Historic District ❑ Architectural Review District ❑ 500' of a State Park, city boundary, or county/state highway? 8. Brief description of proposed action: Convert to a two unit residential apartment with garage parking 9. Is there an active written violation for this parcel? ❑ Yes 19 No 10. Has the work, use or occupancy to which this appeal relates already begun? ❑ Yes 0 No 11. Identify the type of appeal you are requesting (check all that apply): ❑ INTERPRETATION (p. 2) ❑ VARIANCE EXTENSION (p. 2) ❑ USE VARIANCE (pp. 3-6) 2 AREA VARIANCE (pp. 6-7) Revised 01/2021 ZONING BOARD OFAPPEALSAPPLICAT/ON FORM PAGE 2 INTERPRETATION — PLEASE ANSWER THE FOLLOWING (add additional information as necessary): 1. Identify the section(s) of the Zoning Ordinance for which you are seeking an interpretation: Section(s) 2. How do you request that this section be interpreted? 3. If interpretation is denied, do you wish to request alternative zoning relief? []Yes ❑No 4. If the answer to #3 is "yes," what alternative relief do you request?❑ Use Variance ❑ Area Variance EXTENSION OF A VARIANCE — PLEASE ANSWER THE FOLLOWING (add additional information as necessary): 1. Date original variance was granted: 2. Type of variance granted? ❑ Use ❑ Area 3. Date original variance expired: 5. Explain why the extension is necessary. Why wasn't the original timeframe sufficient? When requesting an extension of time for an existing variance, the applicant must prove that the circumstances upon which the original variance was granted have not changed. Specifically demonstrate that there have been no significant changes on the site, in the neighborhood, or within the circumstances upon which the original variance was granted: Revised 01/2021 ZONING BOARD OFAPPEALSAPPUCATION FORM USE VARIANCE — PLEASE ANSWER THE FOLLOWING (add additional information as necessary): A use variance is requested to permit the following: PAGE 3 For the Zoning Board to grant a request for a use variance, an applicant must prove that the zoning regulations create an unnecessary hardship in relation to that property. In seeking a use variance, New York State law requires an applicant to prove all four of the following "tests". That the applicant cannot realize a reasonable financial return on initial investment for any currently permitted use on the property. "Dollars & cents" proof must be submitted as evidence. The property in question cannot yield a reasonable return for the following reasons: A. Submit the following financial evidence relating to this property (attach additional evidence as needed): 1) Date of purchase: Purchase amount: $ 2) Indicate dates and costs of any improvements made to property after purchase: Date Improvement Cost 3) Annual maintenance expenses: $. 4) Annual taxes: $ 5) Annual income generated from property: $ 6) City assessed value: $ Equalization rate: Estimated Market Value: $ 7) Appraised Value: $ Appraiser: Date: Appraisal Assumptions: Revised 01/2021 ZON/NG BDARD OFAPPEALSAPPL/CATION FORM 2. B. Has property been listed for sale with nYes If "yes", for how long? the Multiple Listing Service (MLS)? [QNo 1) Original listing date(s): Original listing price: $ If listing price was reduced, describe when and to what extent: 2) Has the property been advertised in the newspapers or other publications? MYes ❑No If yes, describe frequency and name of publications: 3) Has the property had a "For Sale" sign posted on it? OYes ❑ No If yes, list dates when sign was posted: PAGE4 4) How many times has the property been shown and with what results? That the financial hardship relating to this property is unique and does not apply to a substantial portion of the neighborhood. Difficulties shared with numerous other properties in the same neighborhood or district would not satisfy this requirement. This previously identified financial hardship is unique for the following reasons: Revised 01/2021 ZON/NG BOARD OFAPPE4LSAPPL1C'A7-10N FORM PAGES That the variance, if granted, will not alter the essential character of the neighborhood. Changes that will alter the character of a neighborhood or district would be at odds with the purpose of the Zoning Ordinance. The requested variance will not alter the character of the neighborhood for the following reasons: 4. That the alleged hardship has not been self-created. An applicant (whether the property owner or one acting on behalf of the property owner) cannot claim "unnecessary hardship" if that hardship was created by the applicant, or if the applicant acquired the property knowing (or was in a position to know) the conditions for which the applicant is seeking relief. The hardship has not been self-created for the following reasons: Revised 01/2021 ZONING BOARD OFAPPEALSAPPLICATION FORN PAGE 6 AREA VARIANCE — PLEASE ANSWER THE FOLLOWING (add additional information as necessary): The applicant requests relief from the following Zoning Ordinance article(s) Dimensional Requirements Front Rear One Side I nt CnvPranP Lot Size I nt Width Premeable District Requirement Requested 10, 2.2' 25' 19, 4' 3n% 8,000sq ft Rn' 25% 9.96' A' 0 FA% 3996sq ft Rn' 29% Other: Please Note there are no changes from variance application 12/31/03 and approval of variance 1/29/04 and approval 6/14/23 To grant an area variance, the ZBA must balance the benefits to the applicant and the health, safety, and welfare of the neighborhood and community, taking into consideration the following: 1. Whether the benefit sought by the applicant can be achieved by other feasible means. Identify what alternatives to the variance have been explored (alternative designs, attempts to purchase land, etc.) and why they are not feasible. The land on all sides is already occupied and or used in conjunction with the structures which are located on the land. It is not feasible to purchase surrounding lands. 2. Whether granting the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Granting the variance will not create a detriment to nearby properties or an undesirable change in the neighborhood character for the following reasons: Granting this variance will not produce undesirable change in the character of the neighborhood. It will relieve parking stress on the street. Most buildings have been converted to residential uses in this area. Revised 01/2021 ZONING BOARD OFAPPEALSAPPLICAT/ON FORM 3. Whether the variance is substantial. The requested variance is not substantial for the following reasons: PAGE? The variance is not substantial, due to the surrounding structures being mostly single and muti family residences. The structure already exists and rehab will be in keeping within the historic value of the neighborhood. 4. Whether the variance will have adverse physical or environmental effects on neighborhood or district. The requested variance will not have an adverse physical or environmental effect on the neighborhood or district for the following reasons: The proposed building is more congruent with neighborhood vernacular than existing warehouse/garage. 5. Whether the alleged difficulty was self-created (although this does not necessarily preclude the granting of an area variance). Explain whether the alleged difficulty was or was not self-created: This difficulty is do to past approved variance lapse. Revised 01/2021 ZONING BOARD OFAPPEALSAPPL/CAT/ON FORM PAGE 8 DISCLOSURE Does any City officer, employee, or family member thereof have a financial interest (as defined by General Municipal Law Section 809) in this application? 0 No ❑ Yes If "yes", a statement disclosing the name, residence and nature and extent of this interest must be filed with this application. APPLICANT CERTIFICATION I/we, the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby request an appearance before the Zoning Board of Appeals. By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying documentation is, to the best of my/our knowledge, true and accurate. I/we further understand that intentionally providing false or misleading information is grounds for immediate denial of this application. Furthermore, I/we hereby authorize the members of the Zoning Board of Appeals and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this appeal. 3/19/25 Date: Ica gnature Date: (applicant signature) If applicant is not the currently the owner of the property, the current owner must also sign. Owner Signature: Owner Signature: Date: Date: Revised 01/2021 CITY OF SARATOGA SPRINGS ZONING BOARD OF APPEALS 1 t , G�f y Ha i, - 474 r3 ro"dW.ru-y Fr�4, i Sa ra4vga S�ri,ctigy, Ne,inrYork1 12866 ` Te,L• 528-587-3550 X2533 ORMD �91y ww'w'wry " k.org INSTRUCTIONS APPEAL TO THE ZONING BOARD FOR AN INTERPRETATION, USE VARIANCE, AREA VARIANCE AND/OR VARIANCE EXTENSION APPLICATION REQUIREMENTS 1. ELIGIBILITY: To apply for relief from the City's Zoning Ordinance, an applicant must be the property owner(s) or lessee, or have an option to lease or purchase the property in question. The Zoning Board of Appeals (ZBA) shall not accept any application for appeal that includes a parcel which has a written violation from the Zoning and Building Inspector that is not the subject of the application. 2. COMPLETE SUBMISSIONS: Applicants are encouraged to work with City staff to ensure a complete application. The ZBA will only consider properly completed applications that contain 1 original and 1 digital version of the following: ® Completed application pages I and 8, the pages relating to the requested relief (p. 2 for interpretation or extension, pp. 3-5 for use variance, pp. 6-7 for area variance), and any additional supporting materials/ documentation. "HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED" ® Completed SEQR Environmental Assessment Form — short or long form as required by action. http://www.dec. ny.gov/docs/permits_ei_operations_pdf/seafpartone. pdf ® Detailed "to scale" drawings of the proposed project — folded and no larger than 24"x 36". Identify all existing and proposed structures, lot boundaries and dimensions, and the relationship of structures to the lot dimensions. Also, include any natural or manmade features that might affect your property (e.g., drains, ponds, easements, etc.). ® Photographs showing the site and subject of your appeal, and its relationship to adjacent properties. 3. APPLICATION FEE (NON-REFUNDABLE): Make checks payable to the "Commissioner of Finance". REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT. Check City's website (www.saratoga-springs.org) for meeting dates. Revised 01/2021 ZONING BOARD APPEAL APPL/CAT/ON INSTRUCTIONS PAGE Z PUBLIC HEARING ADVERTISEMENT The Zoning Board of Appeals is required to hold a public hearing on each submitted application within ninety (90) days from when it is determined to be properly complete by City staff. City staff will prepare a legal notice for the public hearing and arrange to have the public hearing announcement printed in the legal notice section of a local publication at least 5 days before the hearing. PROPERTY OWNER NOTIFICATION Applicants are required to mail a copy of the public hearing legal notice to all property owners within the following distances from the boundaries of the land in question: Type of variance Distance for property owner notification Use variance 250 feet Area variance & Interpretation 100 feet This notice must be sent at least 7 days but not more than 20 days before the date of the public hearing. City staff will email a copy of the "property owner notification letter" to the applicant. The applicant must then send the notification letter to the nearby property owners. Applicants may not include any other materials in this mailing. The mailing must be certified by the U.S. Post Office. Prior to the public hearing, applicants must present the Post Office "certificates of mailing" to the ZBA. If "certificates of mailing" are not presented prior to the hearing, the hearing will be cancelled. Revised 01/2021 ., . City of Saratoga Springs City Hall - 474 Broadway 1, Saratoga Springs, New York 12866 J Tel: 518 587-3550 wwwsaratoga-springs.org >' Office of Planning & Economic Development Application to City Council FEE Comprehensive Plan amendment $1,800 + $300/acre Zoning Ordinance amendment $800 + $300/acre Planned Unit Development (PUD) amendment $800 + $300/acre Application to Zoning Board of Appeals Use Variance $1,400 + $50/app Area Variance - Residential (1 & 2 Family) $350/1st var +$50/app +$150/ea add variance Area Variance - 3+ Family and Commercial $1000/1st var + $50/app+ $200/ ea add variance Interpretations $650 + $50/app Post Work Application Fee Application Fee x 2 + $50/app Variance extensions 50% of Application fee + $50/app Residential Structures -1 or 2 Family Principal or Accessory Structure Materials Change -roof, windows, siding $75 Facade Change-removal/addition of windows, doors, porch $150 Addition or new construction $300 Approval Extension or Modification 50% of application fee 3 + /Multi -Family, Comm, Mixed -Use Principal or Accessory Structure Materials Change -roof, windows, siding, paint color $150 Signs, Awnings $150 Facade Change-removal/addition of windows, doors, porch $300 Addition or new construction $650 Approval Extension or Modification 50% of application fee Application to Planning Board Special Use Permit $1200 + $50/app Temporary Use Permit $500 Special Use Permit - extension $400 Special Use Permit - modification $550 + $501app Site Plan Review - incl. PUD: Sketch Plan $400 per sketch Site Plan Full Residential $400 + $250/unit Non-residential $800 + $150/1000 sf Administrative SPR Residential $400 Non-residential $800 Extension Residential $250 Non-residential $350 Subdivision - incl. PUD: Sketch Plan $400 per sketch Preliminary Approval Residential: 1-5 lots $700 + $50/app Residential: 6-10 lots $1100 + $50/app Residential: 11-20 lots $1450 + $50/app Residential: 21+ lots $1800 + $50/app Residential - extension $350 Final Approval Residential $1,550 + $200/lot + $50/app Non- Residential $2,400/lot + $50/app Final Approval Modification Residential $400 + $50/app Non- Residential $800 + $50/app Final Approval Extension Residential $250 Non- Residential $350 Other: Lot Line Adjustment/Subdivision Administrative Action $400 Letter of Credit - modification or extension $400 Letter of Credit - collection up to 1 % of LoC Recreation Fee $2000/lot or unit Land Disturbance $750 + $35/acre Watercourse/Wetland Permit $750 SEQRA EIS Review Draft & Final TBD 6 Short Environmental Assessment Form Part I - Project Information Instructiions for Completing Part I — Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available, If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information John Witt Name of Action or Project: 13 Wiswall Lane Project Location (describe, and attach a location map): 13 Wiswall Lane Brief Description of Proposed Action: Convert to a two unit residental apartment with garage parking Name of Applicant or Sponsor: Telephone: 518-587-4113 John Witt E-Mail: chopeck@wittconstructin.com Address: 563 North Broadway City/PO: State: Zip Code: Saratoga Springs NY 12866 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that Z ❑ may be affected in the municipality and proceed to Part 2. If no, continue to question 2. 2. Does the proposed action require a permit, approval or funding from any other government Agency? NO YES If Yes, list agency(s) name and permit or approval: ❑ 21 3. a, Total acreage of the site of the proposed action? 9785sq ft acres b. Total acreage to be physically disturbed? 9785 sq ft acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? 9785 sq ft acres 4. Check all land uses that occur on, are adjoining or near the proposed action: ❑ Urban ❑ Rural (non -agriculture) ❑ Industrial ❑ Commercial ❑✓ Residential (suburban) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑ Parkland Page I of 3 SEAF 2019 5. Is the proposed action, a. A permitted use under the zoning regulations? b. Consistent with the adopted comprehensive plan? NO YES N/A ❑ 1 Fv-1 ❑ ❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES ❑ Z 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: NO YES ❑ a S. a. Will the proposed action result in a substantial increase in traffic above present levels? b. Are public transportation services available at or near the site of the proposed action? c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? NO YES❑ ❑ 21 ❑ 9. Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: The project will meet NYS enegy code for residential. NO YES ❑ ❑� 10. Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: NO YES ❑ ❑ 11. Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: NO YES ❑ F 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Comrnissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES o ❑ ❑ ❑ 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: NO YES ❑� ❑ Fv-1 ❑ Page 2 of 3 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑ Forest ❑ Agricultural/grasslands ❑ Early mid -successional ❑ Wetland ❑ Urban ❑✓ Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered? NO YES 16. Is the project site located in the 100-year flood plan? NO YES RI ❑ 17. Will the proposed action create storm water discharge, either from point or non -point sources? If Yes, a. Will storm water discharges flow to adjacent properties? b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: NO YES Z ❑ ❑ ❑ ❑ ❑✓ s �y5 h 18. Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment: NO YES ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: NO YES 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: NO YES ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: John S. Date: 3/19/2025 Signature: Title: Owner PRINT FORM Page 3 of A w N� Z n ��OmmCpZD cn cn � n n (� W (� r� W CpO�rp000 v� In � (n � � � � NpmDm p N N a � � V�i O zm��Pc�co�mv�v�cn rn cmr(n co ry n 00ou a O mDzzm W �ao� m �� a 0 co N M. a m u �;'N a o ��"��Do��°o�000 a• v �moA O � ccA - � Cn OOOiw��w()pm��m��(n O �'I = = �011�2ZD(nZ�D��000r ��fmJ � n O �(n mm � �7 C �mO�tnm� � D �ZZC D � m �mDm- wA�� W -• __ -• �� C or��o�m D v m m D �� m D m o� 0 0� W Z O Dzz� wppz Q � zz Q- :U mmr�m�z OcT�zz��o ivy n mDOm 00 � D Drmm;pOD ��n DD000m �� W ��'U n O �� 3 m rp�� r � Z r�� 0 CO Z m�m� � v 2 � v y mzo "' D �Oym m m m 1l DzoW m m N Z mmzv - � P T.mc)Z � r N• � r A Om m 0 D Z r j � O m� D m m in � m � T1 D- v z r D_ � O � m v v O � m D m Z D D r Z m { m= n z Cn z m � � r fn z p z M 0 � C � D P D m IW ocoW�' � r C/^n� A O N A O N A � Z m Z Z O l J � m� D 000000000 �� :A = M C c m � 00000000 � � m r r O a C� v p w p ,n a Z O CD d WO D� n0D-0 cn r O SrT-,,mm;0 �C= OrZv� =�D � � � m ) � r - N D D 0 > <4> OOvnc mm0 C C Z°?0�o �vX r w r� M<0 M r oow 0D�� mz(n � 0 0 mU) �00�o fll 0 M 0 X 0 Cl)�r05z (� Cn T G) mm-0 /� D>\ �X pN v Ov(nNrG�Cn (nOLiz] Z �� m0 �� O z m� 71 O • m 1 v' D K) Z T C Vmo vrn �y m C o�v Wm m Ul D C 0 � FIRE SIDE - INTERIOR O -0 = Om �°� 0 DO� Wax oA O M O F* -dc C �o Cn cn mr �-0 TI O C > n o 0. OD N m Z r x r -0 r- --I N z m r >{ Cl) r ODDC �W°x' Cur W rM,-,m G n�mm °� zri m zm0 cmnocv uzi o < (� v rnm� r n 0� Drn n 3 0D0 DO o TI C D � r co D�� m r-0 r r r- C,) Z D x u)AX c z—mmQ Dz� r CD O -Z -1mm 0 n,O D� � zmz n Z °�@0DO M vTom(n m KDz � 0 m o l m cn � (i� G� r -1 0 u) 0 M � Giz9�,im ��00p PC2 �G)cci) 1 G7m�� D C�r� x < - m mv(�z� oo �� Z x CO �zmr"g7 v C -am* W `o v� W FT G)�^ ��O 0 O �� m m m �� -00 m �o W 0 V 0D�v mD z2 �; IV ymm> ��r uci Gi = y�j� cnX O Ci O Cn aZA �N Cn D �Onp�� m C z�.0 �mX ZT M �zm-1@5 A Tz �00 m00>,< tD v O mg D C) -cn > 1 CD7 mpr(p� �� v� vmo Oc I N m{ 0 z C n c Oi FF + ^ �Iv Cl) Cn Z Tr- r y y� y@ r C) �C/ O0 Dm rmT m� O N n m m p m z 0 = 0 v C7 o�0 v Z �� W� w r-0 m D o m O3�8" 7/8 9/16"t TI c %6"± 113/16'. r M 2%"t CD U) 0 OD �z OZ�?mz D6)OnXT 71zC)rOD�n c D m D" D 010aD0- (nmm(n(nz� 3'-O" 71'- 0 Q GUARD WALL m Z M 0 o mu mOc n � 22, -0o, m 0 0Cr b 1umD °x �7XD M° m • z M < m zm w D � zv D c� • . o v r0 D m Z y° z mz W � M' c� Cl) mz D mm_ 0 rm0 �� n-n O n �/4. Wz m OOz o O X� D D C7 ��v z m (n m m mx' �A w = m X m�,0 c �x w Z „ m z ° u G� Z -I row p o OCD O n ns X� _im D M FN FD r- r O X O Fn M X � M X O O r M N x x r W N au z M < m m z Wp O z coJ: nP 4 A N (n mx M (/) Tr rn z z m <- 0 O to D v m O (� TI 0 .0 r �0 -0 N m 0 CO r T v m N ry cn m mCn v O v °D � rr O O x A w Q'z o v v 0 vm O ', a m(n D� r r v W r OT mA mco - - go n `� o m nF Q n (� N m O W D -0 x z v O z D m r, C=mv m (n � -1 x M j 0O� 1 �@ A IT rn n - O o z = 0 Z m K 0 @ (n _ Cn (n ce m ,I O C 0 _ o � D z n =_ M m z -� < 0 D O ° o Z X W A M X 0 D x T W W c (� M Xz No �, 0x 06 U) m ��x� D X Vc �0 m (/) 0 o G) D mrWz co M z v(� > r x x Qo IT! T o mD �� a x OZ rZ o > W om _ 7n w N 0 _ _ D N ci Oa �r- 0� z z ��_ D c)(n 0 nP `O v° c c �pz II r m = ;0 (n A r r (� N m �� xz C x o_ AA D O O @O =° D r rn0 zw O � r 0� Oa cX x C n -0 Fn (" p xz D M �' m� r > >� r ° O m D 6" z MIN. D vTTDOK W\ ;0 N sN m-D-D• D m- N p N (nv(nm (n� (nM�an�DX cn 00 (n� D W W G)vm -O� 5 W o� W W D DODz DD CvZO<DO° �� DD -0 `om D m o z� m C D x n 2 01=� �� S'a)3Xu)m rm c �m �� m <_ z ZOp cc v-J�z z 0) 0w cc O C C r, Z 0 rr ��nOC`< r� r xO rr r Z O �� czn nPA� ooyr-� �O -n W �� D C m °r-DM (n(n MG)P�* TW p - �M�n cc Dm(n0on Dn 0 G) �� m OZ v = = mm� 00 r_ (��(n��_T cc z0�0 0 �cn F-MmOm D vv L<TION IT X G)U) C � m Z m 0 v � n � m� O D o C - r W 0 n Oz = m � NJ > o -i OzNzO r` - Z -nD.ZO] Cl) � SSSSSSSSSSSSSSS�`�@�• v v V V v v v V v v N N i N a N s N a L O C N N N N N N N N N N N O O � N O N O O � Q Z `D � m Z � ;U � m O n z z � D Cl)u�v�v� v�u�tnv�v� r r r r r � O � C C C C C C C C C N_ N_ N N N � Z 2 2 2 2 2 2 2 2 2 O O au rn A = GO O � ONo � A d O O W W O O m 7 L W W N N N O !v a _ � T N � � 0 m M a 0 z vvvv vvovv vvvvv � N O W W N O N N N N O O G N Z D � � r � o � _ � C M d O o � � o o � Sheet Title DETAILS Project Title Wiswall AlleyBarn WITT CONSTRUCTION, INC. 563 N. BROADWAY SARATOGA SPRINGS NEW YORK, 12866 (518) 587-4113 (518) 587-0260 FAX JWITT@W ITTCON STRUCTION.COM m O X X X Cn Cl) I z � U) ZZ i n G Gi z m G) m O r rr X X O z O G) z z z O O 0 m m O O z z O A G) 11'-4"± 6'-10"± N 10'-81/4"± 9'-51/2 "± 73�4 " � z F —1� 6'-10"± D O � I I = I I u Cn o r > m m m C/) \ Dm \\ r I I I \ O m \ z _ D \ I \ O \ zfflE1 1 m x LEI Z 1 O 1 m Z� I m z x CD z O I I I I I O D II II I I I Z I I I I Milk I I I I I I I I I EH I I I I I ---- FT I I I ELI, � I , � , 1 m I I I 1 b I I I I I I I � I I I I I z I I I I I I m I I I 1 O0 1 j I I 1 � I I I I I � J--------------------- LJ------------------------------ - L-F------ 734" 10'-8y4"± 6'-10"± 73�4" 10'-6y4"± 7'-7y8 "± I I I I I X X X m O O 1 -i X G) O G)G) -1 X 0 r O m O O r '� M z In T r T O m O G) r z r z 0 D r r O O A m X z G) O O n m O O z O m M G) A D m 10'-61/4"± 7'-71/8"± 6'-75�8"± D D 1 \ 3 r Cn 7 4" m 1 \ m m ZZ \ Cn //�/� T T T D \ m OC \ Z 2 �❑❑❑❑❑❑ \\\ \ o r j \ OIII III ❑❑❑❑❑❑❑III \ z 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ \ \ Z ❑ ❑ ❑ ❑ ❑ ❑ \ \ q \ Z I \\ ❑❑ \\ I I Q I I // � � ❑ A / \ D/ \ ULUILIHIIII / I I / m IE/ I I � j \\ C \ / I I L -L �_ \ O \ I I I 0 I a I I \ I I I I I I I I I I I I I I I m / X Z / Z 6 $ � I I p LIL11 q Z , I I I / I I / I I / I I / I I I I / I I / O C r z 11'-4"± 6'-10"± 7'-7"± D D mZ�p2 zor)- X X X p p n� 0 G) 1 m C7 Z O f�fl aN O m O O �N-� r p � Gzi D ZNZO r.-.—z *-nD� C7 O � d W 0 o � � o o � CD Sheet Title EXTERIOR ELEVATIONS Project Title Wiswall Alley Barn WITT CONSTRUCTION, INC. 563 N. BROADWAY SARATOGA SPRINGS NEW YORK, 12866 (518) 587-4113 (518) 587-0260 FAX JWITT�a WITTCONSTRUCTION.COM 0 D��o O7r—�� m O=Z� y m D = 0 0OG)mm C)ZzzCn m O m Opm—cnx m m Z Z D 0 m cnmoDxch x-, � r m m 0 0 KrT.vgo D < � Z m p v O m o z Cn 0 K 3 O m 3 K Z v 3 N A N V 00 rn 9D /; W A A CO 0 () OD A O A 0 0 3 D CD sv N O N N A W A (0 CO O O V N d) C:)Cn IV CD .0 C CD Q Z v C v r C� r_ .... D 7 N N W W N O Cn V -4 0 0 0 0 0 Z N v m c Z v � r (n cQ _S T m o C 4;0m w CD 0 00 Oi O W C d CD N j O O -4 0 bo 0 o n 0 0 C G CD �zzzCn m ca NDDD� CD Cn Cn co r ;rl v o0 Z O 0 O x Z O () p 3 Z 3 N 00 (00 W N Q V O W A O C. N (n 00 3 D CID tv R Cn CJ1 � V b) (0 A CJ CD Cn N V O �Q C CD 0- Z _r =r ^r_ � VJ D g�;N N N CO 0 n Z 0 0 0 o C v < m c Z v � r (n Cl)cc m 17- V V p CD ;0m CID (0 V Cn CD w 0 w O �a C m C1 CD 90 O N D 0 O Cn O OD O N O C N (GD 7 R Z Z Z (m w w O a v (a N_ N N N N N N N N N N Z N O O CC O 00 O -40) O O Cn O A O W O N O O O C EY CID N N N A N N N W N N N C12 W Q CA O O CA 6 6 6 0 0 0 o O C O x m x m x m x m = x m = x X m X X X m x mm m 00 co 00 00 IC2 OC OC 00 00 OC Ou N• CD z Cn z z z z m z z z m m m m m O m m m m m m m m m m m m m m m v x A x ;1 ;u ,-CI ,l) CD m O 0 0 0 0- O O O O O O v O v v m m v v v O v v v v v v O O z O O O O O O O O v v x v v v v v v = v v W 00 O A m m v In -n co m D T w w w w w w W w w w w w w 00 m w 00 00 CD Cu w 00 00 CD Cu w 0 CID z z z z z z z z z z z z z 0 z 0 Z 0 Z 0 Z 0 Z 0 Z 0 Z 00 Z Z 0 Z 0 Z 0 Z 0 Z Q) m m m m m m m m m m m m m m O z z z z z z z z z z z z z X v v v X v v N =U) 7 CQ `J A A A A A A A A A A A A A L r (D �m z D CD sv CID v CID N CD m 77 CID vvvvvvvvvvv v 5 3 n 3 3 3 0 5 0 0 0 0 p C1 D D D D D D D D D D D D D CD r r r r r r r r r r r r r r Cn fn Cn fn N fn Cn Cn w 0 w w w m m m m m m m m m m m m m m m m m m m m m m m m m m z z z z z z z z z z z z z 0 0 0 0 0 0 0 0 0 0 0 0 0 m m m m m m m m m m m m m cn (n Cn (n cn (n Cn Cn (n cn (n I (n Cn 0) m (n (n q m (n (n g rn rn (n 02 = do OD 6 OD 6OD 6D (A (b 00 OD CID 6o CD _ _ _ _ = N (a CD CQ N_ N N N N N N N N N N -- 00C00AWNO00 O 0 ? CQ w N N w w w w N N w N V (0 A w A co W W W W W V -4W V C 0 yl CCn 0CCn V yl C N W W N CD w N N Cn N N OR V N m N Cn Cn 6 CO C.1 Ca (n N 61 x X X X X x X X X X x N w W Cn Cn ()1 (n W W m W C/) Cr 0 Cn Cn Cn to CCD v v v v v v v v v v 0 � O O O O O O O O D O D `< CCCCCCCC OCCn -a m ao w oo ao ao w w m oo m CD r r r r r r r r m r m m mmmmmmmmm m m m m m m m m m z 2 Z C C C C C C C C� C� r r m m D D D D D D D D D D D n r r r r r r r r r r r 0 C C C C C C C C C C C 3 000Cr)00000pCry D D D D D D D D D D D Cc v v v v v v v v v v v 0000000000o0v 00000000000 v v v v v v v v v v v z z z z z z z z z m z G) -;00 D D D D D D D m U)m m m m m m m m m m m m m m m m m m m m m 0 o v o 0 0 o v o v v r r r r r r r r r z r m m m m m m m m m- m C z m 0000000000o _ _ Cn O C 7 0 Www(3)CO0)CDwC,COL" m IV s 0) CO -4 CD C.0 00 W W N N N N 4 (0 W (0 T (n Cn r N N N N N N N N-t N-t m CO N N (n Cn Cn CA N 0o CO 00 G Q 00 00 00 00 CD 00 00 00 00 CD m S -t-t -t N N N N W N W = N Cn Cn Cn Cn fn fJ1 OD 6 Cn Cn CD V V (Q A A A A A A A A 00 A OD � m Cn Cn V V Z N A p CD CD D G A j j N Cn W C O O O o 0 0 WO 0 0 0 0 (D NT N CD 3 N N < u' _ v v v v v v v v v v v m p p p p p 0 0 0 0 0 Q zzi m zi Z3 zi Z3 zi zi -C�j-C� N m m m m m m m m m 0 0 0 0 0 0 0 0 0 o � m m m m m m m m m m m V V V m m V V Cn V CP = 6 6 6 O (b OD O 6 (n A 6 CD V V V V :Z! V V ill 00 00 � m C0 00 N _ 00 = CID 2 (Q N s 0 0 0 0 0 0 0 0 0 0 Z C O W W -I 0 0 A W N O W W V (n 0 A W N O C- CD W W w N W Cn N N N N W N N N W W W W m m f0 Q O 6) CA OD O O (A CA W O O CA CA 6D O O O q' 0 0 0 0 X X X X x X X X X x X X X X X x X X X x x OD rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn y Cg CD o a0 aD au a0 a0 ao aD au a0 a0 a0 aD au au a0 6o & o 0 o CD m z z z z z z z z z z z z '-' T-' m -n -n o o o --I I m m m m m m m m m m m m m m� m m m m m (3 m X v v �_ v v �_ �_ v v v v v v v m _� 0 x ;u x x x x w x x x x w m m .Zol m m D D D T v v v v v v v v v v v v v v v v v v 0 0 XOOOOOOOOOOOOOOOOOOOO MOOOOOOOOOOOOOOOOOOOO v v v v v v v v v v v 0 o v 0 0 0 0 0 = v o v v0 0000 0r0 w 0mm m in -n -n w w w w w w w w w w w w w W w w w w W w w A 00 00 00 00 N 00 OD 00 00 N 00 OD A A A A A OD A A 0 3 CID (n Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z O O O O O O O O O O O O O O O O O O O O O U/ Z z Z Z Z Z z Z Z Z Z Z z Z Z Z z z Z Z Z y m m m m m m m m m m m m m m m m m m m m m Cn C) ZZZZZZZZZZZZZWWZWWZZZ;p0 ;0 X ;0 A x .-0 x A A A .-0 A ;0 A A x A A ;0 .Z) .-D p) O Tl ."0 ."0 ."0 `N^^ (0 CC CC CC f0 (O CC CC CC f0 (O CC CC (0 (0 (0 (0 (0 CC 10 (0 N rn 0) m _ m rn 0) 0) m _ rn a) 0) 0) m _ m _ rn rn rn rn rn _ rn rn _ 3 � M W z m r (n o D sv CD o (CD N CD m ti 0 0 3 p p p p 3 p p p p 3 p 500 0- Q D D D D D D D D D D D D D o D D D D D X X CD r r r r r r r r r r r r r r r r r r w w w w w w 0 0 w w w 0 w Cn Cn U) Cn (n s �I m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m w m ZZZ Z Z Z Z Z ZZZZrrO O OOOOO OOOOO<< 01101 � -1 -1 � � � -1 � � � � -1 r r m m m m m m m m m m m m OO(nCnCnwO Cn(nw(n9 CID q q q (n q q w 0) (n (n g q rn (n (n q q � (ID ()R = 0 6o & aD ao & 60 aD aD au a0 aD aD au m 6 aD o 0 o N n CD _ cc C7 � o O W d O J o UQ � Sheet Title 0 A 0 0 N— 0 0 O -- W CD W W w N co 6) W Cn C.o Cn CJw Cn CO A 0 O) Cn 0 (n V 0_ N w CO CD Cn N N m V (n CO (O W CW 7 X X X X x (nn q m CJ1 w fn m v v v 00 00000 •< C C C C C -v 00 W 00 00 00 (D r m r m r m r m r m _ = _ _ _ C C C C C z z z z z G) 0 0 0 G) � � W r � � mm D D D D D (7 r r r r r 0 C C C C y 0 0 0 0 0 00000 vvvvv -� O O O O O 3 O O O O O v v v v v z z z m z G)C C C� C IN m Cn m m m m m m m m m m o v o v v r r r z r 00(1)0 r rn m mr rn C z m 0 O O O o 0 0 cf) Cn cn rnrncn Wm co m- _ 4 N N (n (n m 0 r- m N N N N N < CL N OD OD N N S Cn Cn Cn Cn do CD 00 ? a 0D 82 =r N 8 Z 0o A A V IV 0 0 0 0 o D N rn rn G CO V O CD CO o 0 0 o v D m m CD 3 N -0-0-0-0-0 (D p p p p p Q CD r r r r r , i -(� -Z� -C� m m m m m m m m m m Z Z Z Z Z O O O O O i � � -1 � m m m m m C0 CD w 00 -I _ 66 0 0 o CD -I m W FLOOR PLANS IV -IV Z IV-V = O 6 -23�4' 11' 6/2" 6-2%" co w A fi _x C Z Z N W 1 F- — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — f o A 5y2' I 2X10 RAFTERS W w @ 16" O.C. v \ \ I 23, 1.. 1i I 15'-43�4" 5Y2" 10'-43/4" N N 5y2" DN 2R 0) II Cn / C/) / II m- � x -u 0 < W N I 2X10 RAFTERS _ 16" O.C. 0171 n m O 0 Z_ m �X M m �C0 v @ Z = o o �� Cm Dry �� X m C7 pI mZ AG) A ((nnGz) x (nG) W Z p 0 O D Tno m I p� T O II K i=x K 1 w OD m 0 mm ivr zN I+ m G) v my 3 -5%" 2 358 < A p I 2X10 RAFTERS m G) O m N rn L w w @ 16" O.C. Ii. 5'-1y2 \ yA z m / v 0 0. N DIN D z 16R w N m o / 2P 3Y2" X 9Y2" LVL BEAM (CONT.) = 3 3P ------ —----------------- = --- B/O BEAM @ T/O EXISTING BARN WALL --- ---- -- ----------- --- - --- --- ---------= ------ -------- BUILT-INS L7 � a; w wITV / BUILT-I TNS � w Z D ZDW o r W c 0 � O 81_101I 5y2" 101_6" Z v z p m r D X 0 2'-8" 4'-6" 3'-1'-0" n IT WnD�� .. 3�2 6'2�2" Om �ZZDxCn AA m mX Z N' O`lam 0 c � X p mX T) (n Z +0 Cn - r y A U) o = (P Z0 z �z @0 s C�r-m� o r �G) 4,61. N C N rm G) O TI p \ NO -- --- I- 0 O mm --i n DcDn a 0 =m p ____________________________________________ _____ __ ___ - - ____________ _________________ - - -- ______________________________ _ O________ ^i 11-- 0�II, II Ij � m V G A Z 0 IN) I N 0 N 7- 00 0 in UJ m NIII O (71 COlI W w A O 0 (n 0 'I Q II X W 11 , Dli ,I m i� Ca _ m Z N w m •O c o CD rn 1 Q G) �Pi II 5-10�4�21. = 1._81I v \O; N O y Dr O p OI V ZII X 1 _ JI J r 3Y2" X 117/8" LVL RIDGE v _ ----------------- o \ 6 _ _____� ________�___ _____� _________� ________-____ _ it____________________________r_ CATHEDRAL CEILING °on ii ii (' ------ In X m ilii II II N \ C ,I D II N X pCO cm �X N D _ ;0 (1) Cn� W 0 m� o_) p� 0Cn (AC 00 — �(Zj o J II Z II j inp � O V 0G) �� /� w w NON W W II JI �-4 V W G1 D V P U) T p p p o I I m A ko --------------------- Z N m W O - II II II �1 z _ I I n II II II O 16' 9" 31/ 2' 11' II �I 5'-0" 3y2 8-7y2' II II 3y2" 15'-10�2' _ N o II I II No O rn O a w W II ii II � li m m it X ii I� D TI n m mX z ?v8 0o j �.0 N II O ii m (::)a = ii (n ii m mX �cmn 00 m '� @z A \G z � m D .Z1 � - m II II r) II II W I� li (�� "" z N N X co O O X \_ 00) OC II �I p I� pM (n II II -------------------- L____________________ _I 50'-3" t Project Title Wiswall Alley Barn V C? N N- CO N 6 00 Cn 50'-3" 21'-2" 5'-l" 24'-0" P.T. 2X4 SLEEPERS @ 48" O.C. OVER EXST'G. SLAB W/ 2X6 JOISTS @ 16" O.C. & %" T&G PLYWD. FILL JOIST BAYS W/ R-25 BATT INSUL. 6'-31, 171_9" REMOVE EX T'G FNDN. AND REPLACE W/ 8" CONC. WALL ON 16"X8" F EXST'G. FNDN. TO REMAIN F- -- FTG. W/ (2) #4 AIRS -- NEW 8" CONC. WALL ON 16"X8" FTG. W/ (2) #4 BARS TO 48" BELOW FIN. GRADE (MIN.) II w ? O II--- O I I � O G) n m m =z �--------- Do III m < �- C/)x!ng()D X 11 I m ml _ ^ _ W Z Ory O I .y---- 8,. G) (PG)vz Cv m Om TI I a: >y0D� \ 1 1 ;13m Dm v G)I cn �1i \ m 07 m O (" I+ 0 o v zy = D F�(nN CI) -< O A A p �I IX rzr1W mvrOm m g m �m -i o DN. m D.0 0.0 D 0>5 = pl < -uC r 0 m p.. = 2R InFn m O �� W O< III ((nCCIC3ca mxmmp z p r LJ G) I I X Cn G) mrX rr m A m mlll< ZI r xm0Oz_ OO m z G) No p p v1 O m D ��a? z a_ X o r v ? N 0 z pZ n nlI I,� 1 G)I+ O?OD - 00 to ;r" o -4 O 11 nP X ry mi DD =1i ml r �n 0D o0 r < g v 01 1 0' 2X8 JOISTS w O m 1 m 1 1 l l n v Z o O 20'-8" @ 16" O.C. 5%2'. 4'-8" -n Z o 1 g l l Cn p ;U mll �00 11 111 I I I I I � w In r- 1 1 \ L_ I I \ A I DN. 3�2" 3' �4 3�2 10'-234" 51/2" 5' 0" LI, LI, I I 3'-9" w I w `-------__ O\ A ------------------ L J w (2) 2X12 HDR.- (2) 2X12 HDR. $ (+) I ii w I i -13 I I O D 1 r r O w 11 V Z O Z i (nm0 V ;(1 m Z O I W I I OD 11 = I 1 W Z m o m EXISTING A EXISTING N COATS N ■ 1i p W o X 2X8 FLOOR JOISTS 2X8 FLOOR JOISTS =____________ 1i O m mp A v m� D I� I r 1i C r) Z co m CO IyiW ii w Z 6o EXISTING � Z D m �v m 0 \ 2X8 FLOOR JOISTS m 0 -0 mom m ix () w p M W CO F 1 C1 i r �OO L J � ;0 (n � `v L J< 11110 t w mN ..Z1 - m ' z A XA m OD O61 0 O m o O Z m W �m o D z 0D D m Im Cn . --JX Z 11�< �2 = W(a Aau m �-� C ir 26�26� DrX 3'-3%41. 2" w g ;�� w �pv X D0 Cn /� r01�CJ m m ;0 1 1 A O v G) �O(%jOO I� N= N N py (11 Z r X Y �� L1r Z co O 1 = O _ G) O p m 0 Zv I 1 I(n C 1 2 ;1I, C m rc)vm� 3 Z? D v 1@ MM A z J Z'p-XmD ,i0 Ci�11 m D m m n r l 1 mz D�� < mII 2 1i Ix I C I I I n l 0 L J -n = _ N m W A 1 �pm 1i 00 CO rJO w EXISTING Im EXISTING II �X -4 co m W 'a d1 Or of c N I 1, O T O (D 2X8 FLOOR JOISTS 4* o 2X8 FLOOR JOISTS n W 1 x D (n D I N N �� W r' rn a 1 1 0 3/2 m ti m r DI . o6 � , �D 1 c�r�"p� 1i nn < Cu y z a m EXISTING G5 I c N 11m v: a a 3 II �� m� War' O 2X8 FLOOR JOISTS D i v=D li <0 yp n 01 m 5�2" Co D z 1 v 8v934" 1i 1 / 2 14'-5�4" 26' 3" I II I I I I m II I I II I I I I j1 I I j1 j I I 7 C I I I I j 41 I __===-=r I I I II I I I t =41 I I I I pi< mlm OI< o1< mIZ miz •I V/ 1� 7 � I I V/ V/ 50'-3" WFF-F ONSTRUCTION, INC. 563 N. BROADWAY (518) 587-4113 SARATOGA SPRINGS (518) 587-0260 FAX NEW YORK, 12866 JWITT@WITTCONSTRUCTION.COM Cn 0 DOO r- 22 O r- 00 r- G) m O=Z� DmD=DO o00mr-m c�ZXZ>Cn Qom-(nm vm)mZZ>O Cn m pD7l7� �r- v)mm O Z m CR 0 �^ 0 Z n D r r Z m OD m G) D Cn N O a W m r m m Z � G) D v m I J xA G) 1 A 0 m m D z W N K w 0 XC11 ? 0> w m N XD-n�mC)mDcn KOznrTw-7m0mmo0mDDDm °o DD a r m O< O-0n D� D 0 X O K O W X T Q m�= D D D r w y D D 0 m D y r �C) m<�roCn DAD=r �m r-C—) -ZzCCf)CU)<O�O�<zm0--J>,w n=mmOw-rzz-C <n�mCn0n�xCnzX0z5mCn��ADp mm0rCz nOccC)C) Dn�(7=m00>Ory m10>DO �O�mmr�°rom�z��zc Z D D O O D m z z c BUM 0 m O D- D NwozmCnzD�mO =DDC)DCnmm�Zmm��w0-*m00-� mom. �OZDZ�Cn mzo=zmmCf' G7-r m=��mrmmZD 0c y�Cc)cm- U) n=�00TO-1o�mDwxDo--qr- Cn�� 0 n D Cn � U m p p O O �- z c Z� m m c m mz �� Cn- m O-gym m c z0 Or �zwmmxm-0m0mOmmm�m mmmD��c)mrzDDO =- U) InpO00z=nDDOmGpmm w--C�0Cn Cnm mDz�nmm0 r mmD 0�pnCnZzmD �Kz -�O�mr m WWr- 0 W�zw�n 0 ?m0>KMKwCnM--IL--M-r 0 0�� =mC�,ZCjm�O��Z�wmcDi,DCm)z>Dm^Dzccmo >O DDm� Z�= �°r°mDa'CDi�pzp�mzm2*00_�_nK 0 ooCnz U) 0-) =mom =MU) KOwz>>0Q wOOzmr co rmD CCcn m0mX=(zm >�0 �Z Z 0pwD�r m �< D 0�� c„ W�cn mx�n�m�c Ozrn0�0X�n Cn0m 0z0nm0 D�mG) nm �m mOC- 0 Omn(0mmm0mm Cn 0 K�mOzm�0 C�m�Oz0 0m OC=MnO p ;0 -< 0n N -< mn-:i � 00 0mz� > 0K v DMZ mmn� mmzm- 0z zz G)D -< ='ACD ,m zmO�� 0�� DmC-0O mm qK Dm m 0 Z Dz�z Czo =WDOOz Cn z m00 z m 0 C pzCC:)O m mD D D z m n Cn 0y �Or—O 0 o- Cn �� n om�Wm r M;0 ;0 m m n r D1nzm �m m �m oo C- Cn _ z Cn Cnm=z O 00 G) -n (')z c)o m� z 0�D m- iv ;00 C) m ;a0Cn 0D 0 - y � >0C) �m m 0� z 03 mo �o °m D ;az Sz ao or 0 F-D Z0 G) y0 m m0 'z D ��a _ iv Dz 4�tn �_ mD O = 0 m m =m = m= C) C) < r C) m m Im nD 00 -� n p� mn y nm r- _ z0 mm m0 Or Dm m m= Cn zi O D (70 rCn r Fn 00 m ZO �m zC z zC mCn 0 z 0m Or �m D OZ =m O O Z D @ o� o rn Dr- 0 O -1z z C) Z O W W W NNN N NZNm N N(nNNN r _ (n <----COmmTv= CT A W -0Nr Co n�CDC�D cn�wivn�on� oDDm�C)Nrncn�wN1 O D O �. C), mz�0. r 0 O �. Cnm D� iv�0��omc000�0rnmcnm�mZc,�pmm. ppmo�rnmcnN�mWN�o��T�DmDm-=O�p�mooDD Cn�OmzDmD� Dm�D�Dmz��D��F-�O�000om� O C"mznmDm�'��c�zmD�O�zzD�m��Dm�Omm��n��;O�O��CDi��=O=mc�� C-F �mmZ0�fT1�-a�No�rD�Z��m��mDr mr-0CC(n� C�ODr n�rr DOCn�m�rmCnrrmOrrm�=�Qr =rrDrOm cCncf) Dm� 0 Zoe rX m 0Z D0C)-z razz-m S m X�-rip ��oCn-m0� Cm O m�Om nD� *D<nrmm � Om-m;uUw CD n��0-�pm� : . NQy-n��<c�A C_Z mom- c�z K*5mzmOzomDomm-z Q �rmmC)��C�C) _<_ =D� =*- rxO mmcn�zmzOmDo mrcO�D00mmm� mmrniZDDZ� s ��mOOCn z2O<D�z��DmC��Dox�mo=Dr�mDzZmm�=mc�mm�OD�D�Dz s CnCZ:M? O�z zr�mzOm�mn m��D=O-��DO (nm�zZ��Om-oG�(nC)��n�-;oC)mDmnOnmmomo�ooco0pZ�mWmmmmm�0z�c� CD n zzD� (nmz=� 20QWUZND0K0�z0M0__, z0C �� O�DO�00�wz-�'Mwx n'r'-'Cn Z Zr-O0Cnr-�mODmy,�m0 Q-mzD-zC--nmzmC)0MC _ z � �z�--_ �G��m mn�z =ZG)D� ^CC)r-X0��z��n D� �z�r rCn � m��Z z n-G)o�zzDD�-z mG) �m �Z�ODCnO�mCnC/) ��O�r m� Cn MC C)mm 0-z Cn _ -m Cn ozO-D-Om�c� Q�mr KOmm mwmz rn z0W>>D= r'�` 0y�00 m�ZrOm-��0yG)0 Dnz_G�> �O m z�Cn D� =O� -KZr m � z mrz�-Z CDm�ooCnmz? 0 mCn -<D0O �..►. gym- Xzn-0Cnc D z � Dr- CnzmmzOD,�)O m r(n m=m= zyz=OrrOC DD on -nz x z0mC� DOCn0�x Cn nOr0 �- O r-0< r z=.. zmKx m 0 O DmcncyDm0=0z0 O c mD��- r rMm m C) O mmD m�n0 rCnm mm mC) m m - m C z r p r r oz m D <mXXcnoo C) r Cn mCnoD m m0 z Dc) mm =m Z�mmDKmm mmr=D 0E-0; DDXDmZm 00 G) rX -z OmmmD nrCnr �O�mm��=m�� mmmm �m -n M0D z Dz0�D0x Cnro xD�Z m -<OmOD DrODm��-gyp^0 CnD- moo)) )m�r�Or0 m N mzD XX ��m D� DCn -n O�Orz 0x �O-.DA� Tw Z z m- Nmw �cn�)!T� � zr KZmz ��X(,,oDCnc 0_om00 nm r-�00�m �0zDO Omz� ��Z�-mmz zDm �0 0M0-Dz�mONOn o=x0cmzo>-- 0z 0�rC) O m�00 0.Kw ::EK � =zmmXX �Cn mmrm0-2 �o�mKz� O Cr �m�mG) Cn<m�On mm�Z�ODcfl_mXm� �O-z00r=-zm�ooOp z m z' - -z- rD OD- nr «mmm�0 OmmKmzzO�ao C) Dz�Dz� �DrCrfn m Oz�;U Doom �Ocmcn zrcC)(n�. rnK C-F �mOm C� mmm ODr� <mOO�D mD mm�<zmm m�oCn00mmmm =�G) r- z DOm�<r OcOCnDG�DCn�ZCn�O OOz--10wmwmOm mDm m x D CnDo �ZmCn mn�2Cnz rCWn rrOmG�zD O r-z-=XX�m�0 0�mD=CnD� mXmmzz -0<mO*r-m?�0mm C)](nOmr-z- 0-�Z 0;a Cn zi DOFm>- m0 err DOmmo r =� �om� K=ZOrO DO G7Om��0m �f' rnODOomzO� D Dr rm _ m z =m Cn (qC)� D Dz C)m10 m L7 Dm � m�?r0M M--i z-rprryr Oy�mOCOi� m�OC��ZmO �DO�m��mm�moo n�� =n z r =0iv 0-(/) oX mZ ooa0Wm�mO z r� �D= Cn D ZrOOc�m z CnO�� O zM M p rG) n.°m . 0 zCn� Cnp mmo0�Om ODOm �D C)m o ()()mr-DC zX-100M0 zO00 z<ZCXO� �oD' z0-,�zm*m KCmi)= 0CDi�� m O� ocmOG� �OQ�D- mD ��CO mOOr000 MC ��Ompr-Mz cmz zi� �Dzm0o Km=zDm m�'m�cCi»m��mz� ZX0 nU'�Ozz�O Wiz= Cnm5m C) Sao mmr mW0�0 00 nCnr0Dz m=mCn r=pmw C =OCnC�mz z��m=m �� mmr '�O�m DMo mm z m O =o 0 0 0 o0 x �m CD --min m� mD r D?�Dr x o C) mOOWZ5 . �mm C) <�mG). o �-�- 0�0- Cny OZ�C znmOCn 0� mcni�mCno D m-Cm D G) mm0 D z� mz _ m z D M Cnz Cnm D Z r O M 0 O� m m-- O m r m mr�m m ��m Dc0 Dr �m �< O- nm- m �ONCn m c0 =D�m ��Cn- y z 0 N)zzZ� orNo zDzi;N m � r-x�z �Dz�rm m=(nzG�Cn-��0 pXm 0��Fm r =O� z� _ �Oo O�=O m 000n mmoD =C o m X�Dm o r z :D� x D� � X n Dco mmN z m D c- 0 Cnm -i m 0m rm�z Cn00 Q0 _ m omCn< �oD-<m� mCZmcn =rm� m0 z0 WZ O rrm =-i�m 0 �o r-_-iz mMOz>D mD Cnmy0zy� 0=0o yDz�m Z cn oDm ymzmK0 zMZOU)o�0 cf)C/) X�= mnrz�0 Z r>Z D= O =z�D zZz�mz =n-<mo-D Oyer ��D�m n D =G)z0 ��Xm omm� DCn mrD Oo Cn r-- ry X 0 mm D C) mz <.-.o Z r-r- nz� D mmC)Dm m m D XZ00�z�z= mmr �Z�Oxz D0� rZ Qm O rr_ D. m O D CDi)mm r O> DC DDCnT < =W D C(n mz�0 OG)rm�(n �? r�Z�mGi Oo�m ox=rrm Cn =z0� �0��= Cmm0C/) G)o0�C DCmpro ::i (n c (nCznC) Do m z 0m �-��- mC) �_-r r M (ZODmO- romG)D- oN C)' = Z -0 n m m=�� c)za: M W-n D-0QCn-m Q��O �Dmm� D O Mmz� G��OCao >�C00mmN °x_= m M �XCn 0x Qo <a o m mCn m = m' C MO mX�' K>>> Cn W�' mz0Cn -0m WDXD m0MMm Z � D�ym mO��C r�mc�D. �znD� � r cmi��_zDCm O r "' mm ��z z�� O 0= Z0°mz�� CnD<� mczmao m m <�� m0�0�� 0c)zmmm - -MCmi) Z D 00z-m0 K 0 O z O z G) n �N)' m mc) OD��Oo mown �m0cc~i, m zm0- nZ� mm ZOO�m� zoCOD. D mzG) -r m _ z 200 N < = O �' yzz O�=D 0 z�, _m C) m z 2M D p m z 0 �0 K @ m D? m�DDzm Km0-K 0 =Zm = m =nn x c)mD z= mDO c) o zOD0 z c =D mCKD m0 = D ZN XOZZCn� m" = m=n 00rcnG)D �m D r D mZ0 n o Dm Cn --I DX O o ff„ �X0 m� ��Cn-_ D nCn D W0 D cn0 (n(n r x Cn �_� z r m <0 DD�z C)O z 00 nz�o�. C� KK -nmru�r 00x C) 0 0 O y c m< Cnm ry 0 DCncnCn �D=z m m� m DCn�Z �Dm�z� Om'"czm mmr- y m Q m�u)z m z � m m SOW 0m O m r=NCO zz�G) O -i G) �� p_ X z m r z 0 0 �n C) Z m D' mmDiv cD Z Om x� o�C)<= G)z0� C� O= � O 0�m� �C)o m �� 00Cn z00 m DOOr = m Cn O D (? 0 m = z= C) D r O N r- r- U)M D � o� �rDmm Z�O� z C�i�m m zmz0 mOD�r �O ;a DO -m m z O >mp p > o C 00�0 me r = yX zyn0� mz=� o� > ODDm Czi�mr- 0Doz �� r-60 omm= z ter— z m m 0 C r r �� Cn<c� ;a0> - m D r c0m�mG) r�� p m = 0 D m ��0� �Z = c) mr pmK' -0 O mm m � DOr> rm0�,rD =� m >z;u K � '0Opm n O = C/) U) Z w D n Zen � 0- W m n Z z z mX D O � 2 -n Cn CDn D D� � 0 Cn x = m -< ;a X _ �u m 0 m zz0 mCn 0 mm OX= 0CZ� O m O c C 0 cnD�� m p D< z o z z rn mom r0 � o Om rCD00 �mr-o 0 Cnm O = Dr=CQ m0 zzCmi)�mm -z r- z ��D� z 00�m 0 X m O C) Dm0 C)� 0 �z m -� pmco r0 -< D mCn DCn0' �O z0 m m y0rO = Cn Cn �;a M 0- ON O m r m- rm D n r� m O r m 0 m D Cn 0 p m o- O m C) r D r 0 D r D ? cn m = m O> Cmn O Cn Om D (n m c) DOz Z� X K tX �mm 00 z 00 co CCnco DDz �D Q� = y zZ z = m �mCn� m D m D m n 270 U, m X mD DCrn n=c O m m DCn� m O 0 pz Dm -i p Z m�' z D 0 z z z O D�m Nm m �z Z_2: DDzm O D c 0 rmr� z0 =, r� m Cn= O m m CCnDm C m m o m 0=� _z o KCn rnao n �mND m m>�D z m^' mD 0 m U m0 -< 0 m �zr-0 z W O W (n -D Z m K� N) _ z z 0 zo = D m 0 m Cn z0 0 z m m Z C O m C) z p m m °o n r m z DxD z0 o Xn om0 m o K r z D 0 x�x0 z n� ;Q W m m0 z -0 y00�m C) 0 0 o Cnr-0 z Z r-O D�\ or- < D C = n00 � 0X n� z_ w �� m Cn o C C�mD z C Czi) m o m Cn X m K D D m- m � z = m m r m C= � O m Fn < z W _ 0 = m D m cn �-< C 0 o m0 ym� C7WrCn m m D cn -0 -n z D �O C)c) C m D G7 om O m Q 0 po m n D_ m r m r m m n C) z D m Z m Z Q< _ Z G) D n O Z O D c D D m C)D z C�Cn r = x 0 Z mK cn o 0 om C) O = O O CnO�O 0 � z r m �z z��=D O m D z O �m m = m m� = m D m C) 0c z m�D� m W O m o D cn m m z z� ��D_ 0� r y`� z 0 Dn m m o 0 z o cn�Z= m Z m - D � X D0 �°�Z m0 r 00 z C C) �m 0 o m or c) 0 0 0 = D0 )m X X 0 0 m � zQ Qm -< m 0 = 0� ` z r m rn m m m Z�r�) m _ < � O D oD ()p D m y C Z C O 0 m = 0 m z 00Dz O m m -n � n m m z-1 D r > C � 0 m Cn K L D o � r < -K O O D (� 0 = m 0 Cn0 �C m 0 r m -< m zz m O m � b C �_ m�0> X Z -0 N F � 0 � r-Z :it 0 0� Z � -n 0� z - M o ? 0 > �ocon �_ Q x Dz y� m O O � o m Z m � ��c0 m C) n m >= z X r m _ 0 m ?fix W z rn m Cn Z m D D m D r O Z0 z r- r- ( m u o m o x 0 O o r O m p) D v, CL C o m cD Co r (D m n * v 7 0 n m 0 j 0 0 ° m Cnv o (n(D v P 0 v o CD CD 0- c °' ci, o 0 0 0 0 �J • 0' �-w 1Cil V, 0 0 0 0 0 o 0 O o 0 o s o cn o 0 0 0 0 0 = m m m m m m m m m s e� D m _ O D D D D D D m m 00 m W m m m m W 0 X ca0 00� w 0 co 0 w 0 0 co 0 N 0 W ? A ? — � F01 O 0 W x m m m O x r z D m m o O z r w z z m m v _ D Cn _ D � > co ° E O7 z x ° rn z z O o m --1 O O m D O m;u m i O � O O O N 0 A 7 0 Cn 0m OD D o m m m m O z C) -i z O ;u O C r D O O m m D o z ;0 o G7 D y D G7 � G7 D G7 T O c 0 CD GJ N C7 j—j omen °o � -M1CD CD o cn -I C S . m = (D < v CCU H O C✓ =3 U) CD x _======== 00000000 mmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmm 000000000000000 C)nC)C)C)C�C)C)C�C)C)C�C)C�C)C)C)C)C)C�C)C) mmmmmmmmmm DDDDDDDDDD mo n@ ��Z�m>> cC��Cnm000rrrz=mmrnOpmD XXXX' 00�ZKrrr�D' Cn �' Z---m' mm �Z�000000' rrm mm' D Q-�rrr�p CnCn�mr00 n r _ C)0o *cn. *. Q. Cn�D m . 0. 0 r G)' �. cD' 0 z• �mmCn�m' nmmm O 0- m O. o L7' m �zzzzr. �OzG� �� oo c mmnm N m0 = m 0--1 r�<C) m �' �?�--Iwz0 �' G) G)K T. M. c o Dy C� mm �. -m mmr mm mmmv o 000 0 0 �' C) n m m m DD' Cn m- _ C) (7 C) C) C) o C� m m o D D v =o =o 0 o < w - �G7v mo o T!0) v v -n0 0 �!m�!(D o o (D x x mmmm� mmmmm� pro p0 0 0 o��'D�.00 C)C) C) v n o (D cD WmET D(n -0 c QD. m cQ n �. C == cn <° cn v v c C o 0 0 0 ° v, co m C 0 0 x x. m C 0 < < g o o �' � 0 m n C) (7 0 �, m o m 0 m m m v o v 0 v D- _ 73 _ o o o v v o m n o �, Cr c Cn m c v _m m m v m m fl; = v v-- a c o 0 0 0 0 0 v 0 ci 6 0 0 0 0= 0 (Q c' w D 3 0 m < � o CD CD CD �, � D �° 0 0 m o v n� 0 m v m �' o m o 0 c a -0 m x (Q cn 0 0 o cD N' 0- 0- W C C 00 m m N o = m x v v c- �. o v m = v m° 0_ =_ O Q c v 3_ �• 3 n_ _ T v 7 O O O _ � 0. o- O� 0 �. � O O a• p' Ln. a N 0 7 (/� C° (D (D 7 7 n C (p -° (D m .O. -u 3 Ej. _ (A 0 O (fl lD L �+ Q (Q m O O (D VOi (p �• v v O N (a O N (Q O C7 � O O 0 a N (D (D O (D O cfl W O O C n; O CD O v N C :. 7 v O O N' (D O m C7 (n O=� (Q 3 O Q C (D N v O (Q N CD O m O C N O Q (� �. (p (Q O En O v (O O (D flI O (D O (D N (D C �' O N (D (O C 7 C C < 'C. N n L Q 7 O CD C O C lD (D C T ° (D v (D C n (n =0 �m0 = m (D lD O O C m CL o (D n CD CD 00 O n 0 �� • O 0 0 <GG CCCc -i-i��-i--ice-i�� m m m m m m m m m m 00000000 ZZzzzzz ��_�� rrrrr zz �� - �� mm �' z �� _' mm' �c��' m-==?m' n �mmmOmm' D' �Xrr r �7DD �D Zz' 0. Cn; �m -0 . . ��C)oo0 �Cn�0�0D��pM. C)�=n �p0. CnO2�m?i.o � ZO' -<>D n mz? o.cnD ��b �C) �O�n�z=�m�nnX �« z --i Cn Z' �� C) m r• �' m�]�7 �. G) O . m2 r- CCC �o CD 0--1 0 o- CnCnCnCnCn� Cn� (n (n0(n0 ;CIT] �7Z7 0 -0-0p �� 0 Q Z 0 o O ��o �� o r r N O En <�� (D <G 0 = m cn�Cn Cn 3cno 0 C ��o o �� 0 c v v O 0 OOo 0 cn o �' �'v ��CD v =0 < O. < v O v S N CD 0 -p CD n• j W < c v v flI c a (D Cn (D (D O Cn Q E). (D c o (D N (�D (�D ° n v �' v O 0 Z Z -� = c cn to �• 0 m D v— Q m = 0 �ncn (n _ _ m� ommo ° c�fDccDi�x "7v_3 0 (D 0) c0vm=Om v�� '0�o c0v0o�Q ��co Q < v ° �_ _ c0�° r.(D _ 0� 0 mm _o C) m 0- O m °(D cO_ o _ -° n N v C N= m (D(D O ° 0 CD (D• �' O (/� (Q c 0 r (D n N 7 (D — 7. 7 r = �' - 7 v (n () C v = O (D N O 0 �: C co[O CD (n O < O O (� Q C) CD v v c� O — 7 O 7 C v O (D Q O 0 > to Q- m 0 0 o N N n v O o v 6 O � (D Cn v CD O Q< N 3 cD � � v CD C < v O O o (D Q < v (D C. Q v Cn (� O C (D Q Q v O (D r cn C� Z O 7 v 3 o 3 (n = O Q Cr 0 Q O Cn (D O CD Q O N v v C7 v O (D O O (D m - �6 0' Cl) 0 3 3cD m O0 (D ommv m G) m ° m m 0 m° � 0 v <_ m m °o n o (D m v cc CD O C Z m (D n o a y Z CD CCD 3 v v �00� CM z 0 = z0�0 m Cn z N . 0- 1 0 mOD c0�r- C)z=m D -, co x i N m D 0 r z�z0 r� -Z *-n>;a] O 0 o 0 Sheet Title COVER SHEET Project Title Wiswall AlleyBarn WFIFF CONSTRUCTION, INC. 563 N. BROADWAY SARATOGA SPRINGS NEW YORK, 12866 (518) 587-4113 (518) 587-0260 FAX J W ITT @ W ITTC ON STRUCTI ON . COM 0 >��z m CO r G) D m y = 0 000mmm nC;azzCn Qom -Cn� ffl,TmlZZKO m cnmoDm�� rCnmm 0 0 General Notes 1. ALL CONSTRUCTION TO COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE, THE NY STATE ENERGY CONSERVATION CODE. APPLICABLE LAWS, STATUTES. AND ALL LOCAL RULES AND REGULATIONS. 2, BUILDER TO BE RESPONSIBLE TO COMPLY WITH ALL LAWS. RULES. ORDINANCES. AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCEOFTHE WORK. 3, THE BUILDER IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEOUENLES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK. 4. THE PROFESSIONAL SERVICES OF THE ENGINEER DO NOT EXTEND TO OR INCLUDE THE REVIEW OR SITE OBSERVATION OF THE CONTRACTORS WORK OR PERFORMANCE. THUS, THE ENGINEER IS NOT RESPONSIBLE AND IS TO BE HELD HARMLESS 8YALL PARTIES FROM ANY CLAIM OR SUIT WHATSOEVER INCLUDING ALL PAYMENTS OR COSTS INVOLVED ARISING FROM OR ALLEGED TO HAVE ARISEN FROM THE CONTRACTOR'S K. 5. IT IS THE BUILDERS RESPONSIBILITY TO REVIEW ALL DIMENSIONING AND DETAILING PRIOR TO CONSTRUCTION AND TO ASSESS AND VERIFY ME/SUREMENTS OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 8. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK APPLICABLE TO PLUMBING AND THE N.Y. STATE HEALTHDEPARTMENTREOUIREMENTS. ]. ALL LIGHTING, WIRING, GROUNDING AND DEVICES SHALL BE UL RATED LISTED AND COMPLY WITH THE NEC INCLUDING GROUND FAULT PROTECTION FOR ALL BATHROOMS AND EXTERIOR OUTLETS. e. PROVIDE DIRECT OUTSIDE COMBUSTION AIR FOR FIREPNACE(S) IN ACCORDANCE WITH ME N.Y.S. ENERGY CONSERVATION CODE. PROVIDE GLASS FIREPLACE DOORS, 9. DRAWINGS NOT TO BE SCALED FROM FOP FIELD WORK PVRPOSES. 10.LL AWINDOWS INMNOED FOR EMERGENCY EGRESS SHALL HAVE A MAX. SILL HEIGHT OF -OFF FINISHED FLOOR. It. ALL HEADERS TO BE 12) ZX1 OB ON EXTERIOR WALLS AND 2X4 CRIBBED HDR.ON INTERIOR WALLS UNLESS OTHERWISE NOTED. 12.CHIMNEY TOBE24-MOVEANYSTRUCTUREWITHINAI0-0- D38'ABOVEROOFPENETRATION. 13,STAMPS: 8IM'MAX. RISE. 9' MIN. RUN, Y4'-1.1/4'NOSING, V3'MIN. BETWEEN HANDRAILS, STAIR RAILINGS TO BE W. 38' A.F.F., WMIN. VERTICAL HEADROOM AT STAIRS. PROVIDE LIGHT IN STAIRCASE. 14. ALL HEADERS IN BEARING WALLS ON OPENINGS 5U' OR GREATER SHALL BE SUPPORTED ON EACH SIDE BY A MINIMUM OF TWO (2) SNOB THE SIZE OF THE ADJACENT BEARING WALL (USE SINGLE STUDS FOR OPENINGS UNDER T-0 ) 15. PROVIDE DOUBLE FRAMING MOUND ALL OPENINGS AND DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS ABOVE WHICH EXCEED "'.It IN HEIGHT. (EXCEPTION: DO NOT USE DOUBLE JOISTS UNDER PLUMBING WALLS) 18.FIRESTOPPINGSHALLBEPROVIDEDMPERTHERESIDEMU FADEOFNEWYORKSTATE,NOMORETHANlO O.C.VERTICALLY. 17. ELECTRICAL WIRING AND EQUIPMENT DESIGNED AND INSTALLED IN CONFORMITY WITH ANSI, NATIONAL ELECTRICAL COOS, AND SHALL MEET ALL LOCAL CODES. 18. ALL GARAGE WALLS AND CEILINGS TO BE COVERED WITM 5,15' TYPE'OC GYP. BD. ON GARAGE SIDE AND IW TYPE'X' ON OPPOSITE SIDE. 29. DOORS FROM GARAGE TO LIVING AREA SHALL BE METAL INSULATED 45 MIN.'C LABEL ASSEMBLY WITH SELF CLOSURE. 20. ELECTRICAL SWITCHES MUST BE BLOCKED AWAY FROM DOOR TO ACCOMMODATE 3 - TRIM. 21. ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ME WASLE OF ABSORBING OR TAKING UP AND HOLDING MOISTURE SHALL BE PROTECTED BY A VAPOR BARRIER RETARDER LOCATED ON THE WARM SIDE OFTHE INSULATION 2Z. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT RATE LINES. SILL LINES, BAND JOISTS AND CORNERS. 23. ALL JOINTS AND OPENINGS IN THE BUILDING ENVELOPE SYSTEM, INCLUDING THOSE MOUND WINDOWS AND DOOR FRAMES, BETWEEN WrLLLS AND ROOF/CEILINGS, BETWEEN WALLSANI, FLOORS AND FOUNDATIONS, BETWEEN WALL PANELS, AT UTILITYSERVICE PENETRATIONS AND BETWEEN DISSIMILAR MATERIALS SHALL BE CALRKED, GASKETED, WEATHER STRIPPED, OR OTHERWISE SEALED. 24. AIR INFILTRATION BARRIERS SHALL BE INSTALLED WHETHER A VENTILATED SIDING MATERIAL IS INSTALLED OR THE SIDING TECHNIQUE NECESSITATES A LOOSE FITTING APPLICATION. 25, NO DEVICE INSTALLED IN A FIREPLACE THAT USES A GASEOUS FUEL FOR ITS OPERATION SHALL BE EQUIPPED WITH A CONTINUOUSLY OPERATED STANDING PILOT LIGHT. M. BUILDING TO BE CONSTRUCTED AND INSULATED IN COMPIMNCE WITH THE NY STATE ENERGY CODE, 'U','R' AND INFILTRATION VALUES FOR ALL DOpRSAND WINDOWS. Z]. ALL FRAMING LUMBER TO SE NORTHERN SPF e20F BERER (FW815PSR -DIM SIGNS SHOWN ARE TO FACE OF STRUCTURAL MEMBER UNLESS OTHERWISE NOTED. 29. SMOKE DETECTORS ME TO BE INSTALLED WITHIN EACH SLEEPING SPACE, OUTSIDE EACH SLEEPINGAREA MD AT EACH FLOOR. ALLSMOKE DETECTORSTOBEINTERCONNECTED MDHAVEABATTERYSACKUP. 3e ATLEAST ONE CARBON MONOXIDE SHALL BE INSTALLED IN THE IMMEDIATE VICINITY OF SEDROOM(5) ON THE LOWEST BOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDROOMS). 31. CARBON MONOXIDE ALARMS SHALL RE LISTED AND LABELED AS COMPLYING WITH UL 20N-2002 (SINGLE AND MULTIPLE STATION CARBON MONOXIDE ALARMS, SECOND EDITION, OCTOBER 2B, 1BB6 - WITH REVISIONS THROUGH AND INCLUDING JUNE 28. 2002. PUBLISHED BY UNDERWRITERS LABORATORIES. INC.) AND SMALL BE HARDWIRED AND PERMANENT AND EQUIPPED WIM A BATTERY BACKUP. 32. SUBMIT SHOP DRAWINGS OF ALL ENGINEERED FLOORRZOOF SYSTEMS TO ENGINEER PRIOR TO FABRICATION, Foundation Notes 1. DIMENSIONS SHOWN ME TO FACE OF CONCRETE WALL. 2. DESIGN AND LAYOUT OF SITE AND FOUNDATION DRAINAGE IS BY OTHERS. 3. FOUNDATION WATERPROOFING SYSTEM DESIGN AND SPECIFICATION IS BY OTHERS. 4, FOUNDATION LAYOUT TO BE VERIFIED BY LICENSED PROFESSIONAL LAND SURVEYOR 5. FOOTING, PIERS AND WALLS TO BE 30W P$(@ 20 DAYS, NO MORE THAN 0.T5%CALCnUM CHLORIDE WITH 5%TO ]%AIR ENTRAINED. 6. WALL&FOORNGSIPIERalEVELING BEDS CAST DIRECTLY UPON BEDROCK SHALL HAVE 5dX18' DOWELS NV EMSEMMENT) @ 48' OC AND WITHIN 24' OF EACH CORNER IF A LEVELING BED IS USED IT SHALL HAVE NO VERTICAL DIMENSION OF LESS THAN 8'AND HAVE A MINIMUM OF (2), M BARS CAST IN PLACE. ]. ALL INTERIOR CONCRETE SLABS ON GRADE TO BE A MIN. OF4' THICK, 2,500 PSI MIX PLACEMENT, EXPANSION, CONTROL AND ISOLATION JOINTS PERAOI. MANUAL OF PRACTICE LATE TEDITI N T S EDITION, NOTE E3MOVE ANDCOORDINATE VAPOR BARRIER MATERIAL SELECTION AND INSTALLATIONAS REQUIRED. GARAGE, PORCH, CARPORT, AND EXTERIOR SLAMS AND STEPS TO BE A MIN. Of 4' THX.K, 3,-1 PSI MIX WITH 5%TO>%AIR ENTPNNED. W1A%8 W W.W.M. RECOMMENDEDFORALLSNAGSOAST E GRADE IMIN.I. B. WHERE US AND STEPPED STEP FOOTINGS T MORE THAN 1 VERTICAL TO NORUOMAL. LIFT NOT TO EXCEED 42'. REINFORCEMENT TO BE CONTINUOUSANDSTEPPEDFOOTINGS E BE FCASTMONOLITHICALLY. 11, PROVIDE N AS BARS (MIND EACH SIDE OFANY OPENING IN WALL tY DR GREATER UNLESS OTHERWISE NOTE.), 11. ALL MASONRY WAILS TO HAVE MEp.+M. W.W.T. REINFORCEMENT E0. COURSE. LAPSPLICE JOINT 1Y (MIN.)ANO USE PREFABRICATED CORNERS AND TEES. 13. ALL CORES OF ALL CMU WALLS TO'. GROUTED IN ACCORD. W/ OF CM EK ALLOW FTING FOR CONCRETE MASONRY WALLS.' 14.MAXIMUMGROUTLIFTSHALLBE42'.HOLDGROUTNFROMTOPOFCMUT RC FOR INTERLOCKWITHNEAR LIFT, 14.FLLALLCOLUMNS,BEAMO, ANDPOCKETSNEATW/NONSHRINKGROtTSA F COLUMNI BEAM HAS HAD FWAI SEE. 15. ALL OPENINGS NOT BROWN OR SCHEDULED SHALL HAVE STEEL LINTELS AS FOLLOWS: 624• (11 LdX4X1/4' 60' AND UP NOT PERMITTED ALL LL IFOC) SHALL NAVE MIN. O BEARING NOF OT DISRUPT SIDE. SEE CE ENT. ABOVE. IW ALL FOOTING PENETRATIONS SHALL NOT DISRUPT REINFORCEMENT, HAVE A MINIMUM OF 6' CONC. COVERAND (3) e5 BARS ABOVE THAT EMEND 18' B E Y ONDS SHOWN ION ME C All ITEMS SHOWN ARE ttPICALAND RECOMMENDED MINIMUMS. ONSRE UPSILNO OF REINFORCEMENT IS PERMITTED UNDER THE FOLLOWING CONDITIONS REINFORCEMENT SHALLNOT OOECREASEO INSITE 00.LAP. NOBARSSHALLBE ALLLNO MORECREA TIED MORE BM FREQUENCY SMALL NOT BE DECREASED MORE THAN 30%. 10. SPLICES IN REINFORCEMENT BARS NOT SHOWN SHALL HAVE A MINIMUM WP OF 308M DLUIETERS AND BE TIED NEAT W/TIE WIRE ®tY OC. Structural Steel Notes LI ALL STRUCTUR4. STEEL SHALL COMPLY WITH REQUIREMENTS OF THE FCL.CW NG: A) AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) A. MANUAL OF STEEL CONSTRU-N! B.MMUALOFSTEELCONSTRUCTONVOLII'CONNECTIONS' C. ALLOWABLE STRESS DESIGN OF SIMPLE SHEAR CONNECTIONS B.I AMERICAN WELDING SOCIETY (AWS) A AWS D1.I'STRUCTURAL WELDING CODESTEEI' 2.)FINALCONNECTION DESIGN BYFASRICATOR. PROVIDECONNECTIONSCMA OFBEARINGONE-HALFTHEALLOWABNEUNIFORMLOADSON BEAMS AS PUBLISHED W THE AISC MANUAL FOR ME CORRESPONDING STEEL SECTION, 3.) ALL STEEL MATERALS SHALL SE NEW AND COMPLY WITH THE FOLLOW WG: A)ALL HOLLOW STRUCTURAL SECTIONS RS OR HSS) TO 9E ASTM ASOD GRADE 8 OR C 2) ALL STEEL, PLATES, ANGLES, AND SHAPES TO BE ASTM ASS C), STEEL PIPE TO BE ASTM ASOI OR A53. TYPE E OR S. GARDE B DJ HIGH STRENGTH BOLTS TO SE ASTM A3250R MBO TYPE el, PVUN E.) THREADED ROD TO BE ASTM A36 F.) ELECTRODES TO SE E]081.AW. AWS GJ .) GROUTTO BE CORP.OF ENGINEERS CRDC621 OE HPRUNER- USE PRIMER COMPATIBLE WITH FINISH PAINT, IF ANY 1.) EXPANSION ANCHGRS - KWIK-BOLT II BY HILT OE J.) SLEEVEANCHORS: BY HILTIOIE IL) CHEMICAL ADHESIVE MCHORS-HY-150 SYSTEM BY HKTI C/E L,) MASONRY ANCHORS -PROVIDE WELD ON MASONRY ANCHORS FOR ATTACHMENT OF STEEL FOR EACH TYPE OF MASONRY SPECIRED. ANCHORS M 8E HECKMAN CiE 8 FURNISHED LOOSE FOR FIELD ATTACHMENT BY OTHERS.COORDINATE SPECIFIC REQUIREMENTS WITH CONTRACTOR. M.) GALVANIZED STEEL DECK-ASTM A853 WITH G60 COATING, COMPOSITE TYPE, 1-1/Y DEEP,18 GA WITH 18 GA ACCESSORIES, AS MANUFACTURED BY U.B. BECK OE. 4.) STRUCTURAL STEEL SHALL BE SET ACCURATELY TO ME LINES AND ELEVATIONS INDICATED AND IN COMPLIANCE WITH THE FOLLOWING: A) ADJUSTED AND ALIGNED WITHIN AISC TOLERANCE ICODE OF STANDARD PRACTICE) OR WITHIN 11', WHICHEVER IS LESS B.) CLEAR CONTACT SURFACES C.) PROVIDE A SNUG TIGHT CONDITION ATALL BOLTED CONNECTIONS AS OEFINED IN AISC 5.) PROVIDE SHOP DRAWING SUBMITTALS FOR GENERAL CONSIDERATION AND PROJECT COORDINATNN, REVIEW OFTHESE DOCUMENTS WILL NOT REMOVE THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE REOUIREMENTS FOR MATEFU - FABRICATION, ERECTION. AND COORDINATION OF THECONTRACT. 6)ALLCONC.CASTUPQISTEELDECKTOBE3500PSI®28DAYS. REINFORCE SLAGS W/(1)a4 BAR@ 1Z'O.C.EACH WAY. TIEBARSNEATO3 O.C. MAIL WI oA UIED THE WIRES. UNAUM..ZEO ALTERATION OR THPLAM IS Abbreviations vo_IIOON'OFF SE ON THE N.Y S. EDUCATION LAW Design Loads Legenb Drawing Index Load Live Dead Total Unit Source L �e i.D. bsiae owrctcr (wm.) Assumed mbmrele capatlry 2000 PSF AaDYE C - Cover Sheet ® Canbdiro INiULIInubbon t - Floor Plans a 0n0efaRwro BackNl 130 PCP ----------- 2 - Exterior Elevations (E) Eais9rg J jAN Ja im L. LAvel 40 5v 90 PSF TABLE R301A 9EYOM 3 - Details AM S. AmusBW � Jonl A.B, Area Oran ADJ. MblsuMe K KIT. Kiltl,an Cm.ete 0 ka 4a 5D 9a PSF TABLE R-A _ DENTFA AGGR. ABpeM Waal Dade as 10 50 PSF TABLE R3 ,I AL. N- MP. Appro4lmale ARCH. N4NIacNm L IARt. Lamirete LAV. Lavatory EAhdw Bakvnies BD I 70 PSF TABLE SNI I.4 `/ DFTM TAO ASP. Asliesba ASPH. Asphalt LT( Locker LT LWM Fbars 40 10 50 PGF TABLE R-4 a M Ceistgs 10 10 PSF TABLE IIIA03 a[ctpN rAo BD. Boartl BITUM. IIIMECHMMM�anlavw BLDG. Rubbing MAX. Maairwm net BLK. MET.mB. rre Repl(arow)' 05 10 BS PSF FIGURE RJO1.2s) . n9 am. Bbcw BM. Beam MET. ar HER, Mehl E71_ Mmwf. Wab 9p MPH TABLE P3012(1) 18 ppnpntq BOT B..P VH.MFR MIN Mn,gT MIN. Minimum '=GmmE snow bad. rw slope mdumbn AX[ wALL DLTAaiAo B.P. Beam Po }el MISC. Miacelw- C M.O. Mesonry Opening o.w vnTw +- CAB. Cabh. C.B. G4-h 0aain CENT. Lemont MTD. Mounted MUL MuAbn CER. -1 C.I. Cam Iron N N NadH 01 vawOvw TAO C.G. Lamar Gu.tl C.J. CmVdJ m NLC. Nat In Cmbxt NL.B. _ B. Namlmdbearinp CLG. CeIP; NO..B Numb. oGi DOORi G CLKG. Cahbg CLG. Cbset NON. NPmhm NTS. Nat TOSr t, C R. Cb. 1 --as. C.O. Cased Openlrg COL. Column O .1. Overall 4 �.y►Y anwav ELcvAnoNTAo 'aj� conc. Cmlaele CONN. Cmnatan CBS. _a O.C..00 On Cent. 3 ERENCE VRAwINv COAST. WnsWMian CUNT. Continuous GO. OVHbe 04meter (Dim.i OFF, Omwe CORK. Camkbr OPNG. Opening CTSK Counlerwnk OF, ow- BD swxE ceTEcrOR LNTR Cwni. CTR. Cenkr P PRCST. P-A ® fiSe0N Md40u�0ETEtTOR O DBL Do, P. Pbte PLANT. PMa.a lamirete '+F.DEIDepanmml D.F. DMkhg Fountah PtmAS, .,PL PLY. PMvood PR. ® ESNAusi FAn BET. DeW D. Dwmekr PR. Par PA, PT.Pdnl ® FXHWSTiw wtm uOHi DIM, D'enension DI$P. MI.— P.T.T .D. Pap. Towel Dispenser PTA. P...DN. Dawn DR. DD openhg D drawings DR. Goo DOUR Drawer 0.1. Oua yTe plans anb D.s Downspout D.S.P. OrySterbgpe R RR,Mpis., .I�� for U]D DWG Drawvg FUD. R 1 RD. RmlOrain E REF. Rmerenm •�r/�, f E. Eem EA EeM p1- .lo'n1 REFIT. RelI- RGTR pe _ RED. wiswall Af q (/�� Carriage House Renovation EL. E ELEC. Et.L1rAl R ved RED. rat RM. Res6ianl eJ ELEV. Evata ENTER. Etglgenry RM. Room R.O. RR Openag ENCL. E,Kbsure -D. Redwood E.P. Elecirkal Parol R.W.L. Ran Waterleatler O. E E SIw OPT. EOuipnient E.w.C. Elecuk Web. Cookr S S. South EXST. Esutig S.C. Solid Lae EXPO. Esposed E%P. Emansbn S.D. pDI, le S.D. Soap Ulspanaer EXi. Ememr SECT. SttWn SH. Sh H F SHWR Snower FA. Flre Hann SHT. Sheet F.B. E1 B. F.D. Fb.Orate BIM. a", SPEC. SPe _r FDN Faabalion SQ. Sauare F.E. Fire EseWy F.E.C. F;. Eathguish. Cab. S.ST. S1a nS ,0 S.SK S.-Shk FF a F.F. EW F (su ) F,M,C. Frt Ham CeEhat STA a.- STD. StaMaN FIN. Fl- STL sI. FL. F- FLASH. Ra.N STOR. BI- EML a,-. d FLUOR. FK-- F.O.C. Famaf Carwete SUSP. s,s ww sm. SymmeaiTAl F.O.F. Face of RIM F.O.S. Fam of SWds FT Eta _ T TRD. T Fs Full She T.B. Towel Bar FT. F.-Feel FM. F-N FURR FM -a TO Tap of CW ML. Telw- TER T_ RR. FUWm T.eG. Tongue aM Gmove G T1K - T.P. T..f P- GA, Gauge GALV, GaN.4ied T.V. Tebwvon Tm Top Of G.B. Grab Baz TYP. Typnl G.L. Gass ONO. U d. GDR.Gra.de UHF. UM GYP. Gypsum U.O.N. Unless.. OtMrwise Ndetl Uft. Umai H H.B. Mom BLb H.C. HOAaw Care V VEST. Varlkai HOWD. He-. VEST. VaslibWe HaMw.e H.M. MHaAow Mehl W HORIL HoaaonUl HR HaA W. W W/ W. HOT. Haul W.C. Weber Cbmi YID. W WAO WBgN t WP. Waterproof WSCT. Wainxol WT. WekJM1I Called NORTH ONLY COPIES FROM THE ORIGINAL 6MARKED WITH THE ENGINEER'S ORIGINAL GREEN SEAL SHALLBE CONSIOERE TO BE VPLID COPIES Drawing Number C OF: DATE:02207/2005 s— DOOR SCHEDULE NmrNr'. Dm Sre"rw Tn* rI Rrtnp J Depri',.NLNrr Y. iN Rrrcir Hrrar HN(.M'Hpl: m ¢fe¢rtm Corn :xarc xa wnr 1v11rx pY¢n0"Ca r: fa �ertNMafrn IXL1[N "xIXf rr.r� �,�xa,rn N ;.PK xr r, am «rte' �T'er�u tec q,rY i ,rnnRNrr:xom>I.rc 1 xor nTx r — _ — p r m+ tNw .curt iaoat-miea r _RNxcNI Y I A fmrt =,r6 � iN_Vx OOaf -w0ii Ne... Nr_ tanrv.P'arwvi M .1r1Y.:hpNNO'6N_,M� t IwNRax� xar nr �rY.rY CMn. fN 'Mx[ Ma >au ♦Nr ITIY.Y prxm¢yir ' .I.WA rr 1 LIGHT AND VENT SCHEDULE Roan NNro Room Ama(ep 0.) I ReQVmN wWm (n f) AtLYNelurY yy¢(rp tj 1pww V>nI W. gllttuBl Vs Iw R) Fw-ana(W n) N/Mr0_W - >ab im not .. trY uxtrre frCO - m -- f1C - to FIRST FLOOR PLAN rfNLtu•-1'Y WINDOW SCHEDULE Tp NOCM UnC. Stlr;7yPr _ CtRWUHIm ONn �SpIV�EO'eo iSFl WCF �NrpM NL /vM WMAnN�PemaYr. N¢Wa '. Heifw NpL rar IarrJ-iunv w.ara rnm PuuaJm,ttw[ � leas ron `r+tcril¢¢¢ >rri: ro to rY Nru-+nnr amaaeP >ur¢fm ¢o..e err n .m-rvrre�xmrsr ea Pauerean `.uu aroxom *mow � au � Y o r+rrxpe rctu),ro.. Y.r nP,auxlan ownmo <. afi - e 'r..rr� w a r.r ewxa� {uw nwwoar .Nwuu ia:<- a �.ri" aerra�M �n nro .. 'nvw ra... DOOR SCHEDULE Nurtba Daxatts T <bwii Nky JNE.Dr�NLAnr Vbit Atm RONNf Norm :flmEa_ IjtL avt N :tqa is aNy ..I trptu. PaxmN)�ir a a Y r¢emtm000n �w ��c rN. YYarY UTCrMPOPR .—:-___...!q rax " j OYN` � Tn+uNrsipte¢I.rY t1T:I.�Qti YJR! YY er 1 r ararcwoom ♦ VM'4fnMbbM _. N ..�+ rh S an9rOx00nR vtP an1'.. ..._. _itNu-t�wtNl i' TrriG�_(¢01fJ wr- ,� Z rnNef>tOCOn _ �---1WKµ-�16 1..Y �� 1. ¢'Yarn eJl9rrno0an.O0L1UftN '-iWnk.W hNCµ NFCpR LIGHT AND VENT SCHEDULE ItoPen NsmrNmnbm NR. Rj�NspuiVdNrvrlLlpir(N fi.l�nM a'NaLriLGM1tfN RI and Vda G0.kI MJUY VeN (rC2f iEOeisaM�IW0.) urN <a Iles to fine Iwo, . aocw'"iw ion er uic -o su1 Yxawrcwcw BE¢:)Baf —(z)or' TIE N.YB. EDMAn M1IAW ON.Y COPIES EfOlr C¢BOWALPtANSIAA MH THE ENGVM ORmWLLOREENS SHALL BE CONe®ER BE VAUD COPE U H z � o wa N N Vl y 0 �a U A� AM H N� IA 19 Drawing Numb I — OF: 3 DATE:D2M2(X)S AOOUNAKID TI i N T ALTERATION OR ION TOTHIS FLAN ISA VIOLATION OF SECTION III OF THE N.Y.S. EDUCATIOMN lAW Oua,vq R4'J0. ---- kT4PM6CEW4-__________________ _________________ 0 �m m!kdmmm 9 ®® ®® ®® ®® z C z z ---------------------------- -- ----- -- ---- ----- =E:GG ° 0 it44P o 0 EXISTING FOUNDATION E%ISTING FOUNDATION ry WEST ELEVATION i i EAST ELEVATION $ NEW MIN. FROST WALL V � SGLE Ile+ I'p I SCNE: w•-I.v r VJ z U Q�= �moo l<z Ammw AaGw --- --- --- --- --- --- -- --- --- -- --- --- --- --- -- --- --- --- --- -- — --- --- -- �,Aa,Gww Gw �— r�P�4N44P ------------------------ _ I DEE) El EIDEIDEEDE :1 EFT-1 HHE a. �uR��_------- --- ---------- pRGG FMa,.14R4� — — — — — — — — —--------------- EXISTING FOUNDATION EasnxGnGm E%ISTING FOUNDATION NORTH :ELEVATIONI su1E +N p NEW a'A` MIN. FROST WALL . I I SOUTH ELEVATION I—C tl.•.I•p Called NORTH ONLY COPIES FROM THE ORIGINAL PLANS N WITH THE ENGINEERS E B OR GREEN SEAL SMALL ONSIDERED TO VC BE VALID COPIES z o �� ✓, co a� w � o w F= E Drawing Number 2 T l )ATE:02/07/2005 IOPTNUAEIn wsOL. wRN FIASIE S iDOS ®IE O.C., OP LE55. w/S'NG-E POTTOM MAIF AND FPFADOFA � DBLiOPPUTE9 �U�%STHUCT. w➢_sNTG. T�KALL�TO wKL �.0 KFlEID LµeDd� O.G Ell®OES. c MS wi Ex wD, � (ry ['K�j sAOFUFlEED VFATCALLY OLOCIVNO OWA N4 ®r"'. MtwsO CC D.c. UL DESIGN - U356 1 HOUR LB E]fPOSED TO FIFE INTERIOR FACGONLY U�R'Exr.rt uENnOus to x50L SIXSEAPw'c IOFnOW11Rl N MYUG FASTEN w/f.X•srAEwse' O.c. 7.�5 D�®TE AND DaI TOPOP MTFs � ♦P oYEPTIUItlslv@TO C'cYP.eOIAO.TZLYE000E w FAslFN wllm CC >riD s®tSO.0 LREIDI FAsiENw aD CC Nul9®1'Oc EDGES. V UL DESIGN - U303 1 HOUR LB �Dai oN+y� a O.G(EDG6�s1µD 1 1TE1 iDI —10 o IsislrntrssEs@N' T. rwrEANa O�DDL TSOP®PUTEs.. w/sInGE OOTTOM JIOIsieFASTGIroW /� TV E w SC�PEwSi PIGrt N1GI[ i0 X�G �. eDMO. D56 FNtECODE TTPEt @in'O.G FACE VFAMa.LY TO WAIL F.ssiGN w/eD CC UYFAs)('ttPE'%•GYP BD.AFKIEOAT NGHTANgE NMLs ® S O.c. ®JWma ut�ENW g/ I- p• tYFEW SCREWu®tS O.C. 'O'sCREws ttACEO S BAc%F.. EDGES @ IS �UL DESIGN -U3051 HOUR LB F1 BCNYS-719.1 (3), 22 PID�EN PE-- SCHEDULE FOR FRAMING I COLLAR TIE HEEL TOFRAMING HANGER SPECIFICATION FOR DIMENSIONAL LUMBER WOOD HANGER CONNECTIONB v...r�.»+•ww•ur•.w �.®a TYPICAL 6010 HANDRAIL PROFILE sa euI r,T,SFFPEAs@/raC. usenrt @>Paoc. F.I. @ In•ve� e s¢.IMrEvropP eMP.d1 wl%,x'YV Gsr/ aEv �D CONCRETE SLAB OVER EXISTING WALL C1 FIRST FLOOR INSULATION DETAIL saLE I'•t-0• 3 SGNE: t'•t'a L a 1 SCREEN PORCH FLOOR DETAIL D sCAtE.IF FLASHING PROCEDURE FOR EXTERIOR OPENINGS a 1 EXISTING BEAM SUPPORT DETAIL 3 ScuE.l •tu TYPICAL WALL DETAIL s E:--_ UNAUTHORIZED ALTERATION OR ADDIPON TO THIS PLAN IS A VIOLATION OF SECTION 720 (2)OF THE N.Y.S. EDUCATION LAW Called NORTH to ONLY COPIES FROM THE ORIGINAL PLANS MARKED WITH THE ENGINEERS ORIGINALGREENSEAL SHALL BE CONSIDERED TO BE VALID COPIES Drawing Number 3 )F: l )ATE:02/072005 Ar Poor N �! • _ ° ` , al IF jo ,Jr.. ,� ter:;. �•. - lor - - ans •� 00 J ol wqP so w pp _ 1 ' r(1pMIFF 7 r ' 2 VI V, ? ;,'ems IF F Raw IN 0 IV no _ - Vm� is - : - - __ r lF OF .r _ 'ham R �.�."' A q,. - — 46 o i_ '► �'� �"- =� .� - MTV �+ �VVI F.�`. - --' - t. •t C ds- V IN lZi r .. ;.IF _ _ uy - --_ :. -J . f l • - s 4, _ � - " J . ,t .� T r A ��r'. r..uTJ ��, � � � i ' "�' ' _ ' s� a �. }� �9 l�✓ � � l �DA2✓ :Y N Z��.:i �M.. � rY c\ 1 ' a � �5i +ra�,�+ 4 .� � r!"�V� 14i� �y$ Ala "r i. r w �� r a � . �. � � d � xi � 4 Y :�, ,�{ ' } a t � i � .r'" ..� r 1 "'- r d r : "�:�. _. . '' r .%. k r . ;.I r v 5 it .n� ,� , „� � { r � l ;''��' � 7 1 .ti � rd� s �� fi� A�� t vr, t.�i' 1 r .. l I A;. _ f _. l �'. a. V p.C�•'/,/ ..! v X * `.�. �y �, ram/ �GIF.le ,/. dIvo i h k x r� � ✓�of.do o- IV Ap p yIV �s IV VIA i < '_. »>� - ter; F� - ,�w1 ,. ,s _• �: — i_ ., ��.�.= �� " �'� �6��t.r�! W... ryd G� R � �" Y 1! � ;� , � �� F �, �, � � <Gova ram. ` - � Arn, y� a l�6 �� ,�' _ __,ic s+%_ ^� asp,;::, ..__ f �: 7 -_ �e�,._ �% 6 ' J eT^ � �� SP f � � �T�. _ � '�`�..� s�"'%� ��_ - � _ _ �_�a - _ _- � __.;� -4.4 ' _ � � �_.-- �� .':fir :� .+ �• '�=��'�.. :w' � r it a.. '� r ,--.ro. m`%^ '�' Z%� _ ,_ ff ,. � �� C _,_�••'. -.� c .:�., - .%� .s ��``=�rmP�",�.y.1 �,c.� ��a`'.�sjf ,ij �. - _ - �t�fr=i%..� .yam ,,,1_..: _ - �i�, �� _ ,. ' ;� .,� , �;, :' " ti .. , �... � � .� �. ^ _ c nk a < ,€ e-. _. r � � ,. .,. J� , _ .. .. - � , y�, - ... . - ,. J ,. _ .. , s ,.. ,,�'� .�, -At � � �u... . J . .. a . ¢Y �. ..- . :' r .. � _ �,+ e ,�.terr ,. - - / ., � -, i. � ' � � �. .�`! .,� •yam' � _ ,. �� r ,� �_ _ � � r � _ . __ ': ...,. _ � - _ � . �; � , -• � `i i, �� --t.... � � �,. ., �_ ., c.• .� �.— 1. .- _ '" '. :�i' . k ,k• 1 . ;: -i r - . r. ?+ f 1 4 ;k - - -,�i,� _ -� - , - (g .: - � ,. �• - e .fa s . i .. - _ . .: ram. .. .: L ...!.. J7 �R � '.* :v ,.� :.. - . � - �- M ( j � -_ .. ,F �' `, + �< F � � , �. — _ ' f i, r se" !c �;� � .�.6 � 'i �',J`- . "�. � F� a r' '� �'�, ��,� �►. ,. - ~ `� �' ., - .., . o a v aG j Not— o No., ,a Im ca a ��Ed 4Y No,.NoN Nc ... p, 4 ; _ ,r' Wb s " ci<= d q o 4;It 7PeG J ,'.. / J.G S I �� A r�v .y • .�.! 7y'tir fV i �i'd. a iqA7..}r.. - �:'ci a�i{L�,N"•s.}�6 ..::�� -,�.. i � '-.... Nc i , S .Y X :1:4�:2.�.i�1! -- , --- -- - - - - - - Ij IIIIII� I'�Ili�lllil� IIIII IIIIII \ I I I I I o `IIN, vfk l �No.` � J 5 -'` sa+� ... ^ - 'R o �� 0 , rL do_ 1 l� I yl` Itt w n \:tie ! _ a M� IV`O14 IVV otI or too, too otookotoo, to OV •e« .. Ra S _ I L - \ _ - _ - t _ __ - - - to ILI t?s�-•--< _ -t ,-_•ems - i fry - - -_ +♦.?+.4 -__ IV -I M IIA " LL It olrtoI It I Most- ot It It 4444 Public Meeting zoo E— � - -_ O Notification Notice Is hereby gw Y .' ,•,+ T IIIIII to _ __ _ IIIIII _e _ :1 yoot, - �, _ r.N n..he arin9 meeting The Public he t citY Hall <' ya on will be Y 5/2y2923 at 6.39 ato9amP 1_9c.or9 ., I, �. Isms I - It It to I�/31 \ tt �� c -'7 iF. ih /s r r Y r� a • •fir �:W / .F.i ..,.. ? !^. r-. . An r All too to 11 r to j w -I c' +: Y ,: 5r III - ./IC or />3r s •� j, n PIN. l to F- III r��i-.(t,.ey� y g..S. T ha r'YY'�Lr, ?' I If to,,�, ai:r ILL �r'tfrr'R ttwr�+K011.AIt o 3' 3 to r ! f.tt 1 fl4f A too x t t r tAt � to,� � ��. aw $ e I `, f�'y a, a v`. psi t tC i4^ �• `.n�u. rrr �i.ia+ .It . .�It �ieE. `r , . �°' �� r �'�'� �i ��,py � � �, > � r r�' � �� iti P y,� i� ,�,,�- ir .�: '^ .'^ ` s �'->�' i� -� fix.; f x � ,, r� � � w. r r _;... ,t _ , �z -� � �ti� 'IR- � '� y,• E^ - - r'1,— 4r��4,Y` � 1 � �� ..- ilfi�� i/.yi �"�... �' i0 �1--- � '.i � _ .rw ��-` r s � y. __�� . 1 �; A, '�' 3 � a. 'P' i:d� ;"��. � � ( r � �� r4I. yet` ,' �� I. i �, - >, +� /� ,� � �•� ��fj�'` �-r� � �j� �; .�. �.` , o sue'- �' ��., �o� yam+>r.�a�i —�_�� .� __.— ._ e � _ 7 s —� _ d - _ i n .-� _ .�. - __ ' - - -- - 4 - .�.^ _._.- _ X.�-- _ ''�. r `�- .,.- r c- . � :.. �... ..�. . ` br I ...: >•r r' �, i� I a 1_ �,� r ,' �� - _ — r _ '� ,. .- � _ - � � ,. .. e" A T }M1 ,. , . :: r,,. ,, _. ,. l .� -. > .. 1 � � r r � �$ ` _ ' f' �� ,'.� -, a A ✓ ` �� „ ,-� .> �. . _ . ,. ,. t .. \ , �,' ,. � :. ... F ,.. �. .. :-_. _- �- :� <,, !♦� :� ��. %,- G�.�_., r Z c � _ -- — .�- -_�—� _ _t \, t4 .;:i �. ` - �- �F . . _ � - +� ,. .� ^ a s pY � � � ... - �n _ w..v n ,, y - ,. � t .tip- � - .. ._ � ., .. _ / - � �. � _ 4. - d. s , .. ,,, .� ,. ,. �- , 6� 7 .„ r � _, �\, _ ,- ... .. .. . , ' ;� � ., �. � �'a ��...,. �•. M �.� ,e. .. � .R ,w � ice' .,_a ., o` • ., n .. e a ,. .. _ ,_ M1 .� ' s ., .. �. �` M` I S�IIr y P 1�_ +� tt`/ ` �•a .t � •,� a .N � i�h ; '�. �. „'c c� �.,. - .. v- .. ' � ' �� 1 ., se � � . i � - - t �, „r y � .a � .. � ter , r. �.. ., - <� .'�•P" ,._ � ` w ^.. r� - �' w f� W , { °'� ' �, r � r��''{�yyv 1 � � y ,. � /fie �� a �/� r / .� •� �� l� r �� l ix �� ;,, tit , T : � Y!^�S ! 4r• i� '1,.{ � .ry 2 ,� �'' ,�s' fy � � .e rr fir �'� c� � aw'$r � �z"r_r� � ?1yL � 1 r �' ri 1. iIr mNtlq �^�•� �t �.. 1 ��i .:f rY%b� 'f,,� ".1 . o � L� J _ �y � y a F i%�ti'yT p*y �: �,.� lr0 � ! �1'." �•�' � ! fie tf ► N %s ",�,.=� ,;' �.- ' F y � � � •.. ay `vv +'4 � " �t ,� � 4 � i.."'� � _ / � _ `� � �-�'` �w• � _� a..+,3� it � �5u� i'%��.e �[ t � :.. r y .fro ` �?.Ko ` -` .� � \ � � i ''�_��^�`.'_ e �� 4� ��z`x. .f�'�c .�'�" � +iyc" J�'® - r,.g��,! � ��i'ar � y•. '�`� �`r R'.Sy �� v _.� �' >" is >, • � �f' � $`r>,�"''. �� .,'. '�'!- :y :.�, °° `yi'"4`r��j te�-1 �.y its f'w", i y" '�,.,1, r nr .�r _ _ _ 'i.-' . �y i �' ` _ l � yam. J// a . _ , � . 7" '.1 � '..vL'} T �� _ � 6 ate.. f `�` � `� � � � � �. .,2°:. __ .sfr-�!� J `� 1. , a . � b�. a �•. - I. .f .� .. .. �_ � � � V _ � i ;. .c:. R i .� '� _ ... _ � -RJR 'Irja•�a . ,� � Y. :. ' W� �� 'f . z ,,{ ^"" yr j".iY� -k *cb . � TFe .�,�•iµ,• '""�".�'�.`o -act � k. L �' ' �.. �•. err .sue .•.,. � _ �, ti '.. �- - a. '� � '�-�...� ., 1 ,,�:_ 9.. �I. '`"='y. / ..� � �� :tee xtr �°, as-'' - _ s. ',� f . /�. .+� �i T eC..ti yam-. Y. Yi"!� . e�^C _ � �r '. °T ,r� - a -` — f S �;" � �• .� r sSfft� �{ -_ 35f��T'r� . .p ��ry_ A ``��"" 11 m a.,:/y'I�'' • a }�� ti .. `' t -� e Z � E AN At 4 AN q * kv qy r d� It WAN AN ON Ow RAO lk IL �a ON Aid NO ON IRAlp At ;%ANk .� ';a ,+ . A .�IN I - e -`a - ° %I% IRA IdIN 4p NO AN 041 Ito AN M1 y ,s, ANN JRVI IN • . ,��' • .AN% /�, "fit AIN Ad ANN A Ad moAN w' 1 t . + 4'i ��,\ 1 cy 1 AN V r .'i, i wn No is l'��, IONa a 1 ' �S +VAN \�rARAI ,�AN 6 ,yP M IN 191 V �� — ri IV AN I ,�. IC Awl �14 14 Alli, Ad AsM+ V. VV a : I. j _ _ gel N-V V Al a "*. M f � ,via'' r ass . ' Id 4 IV 6 VON I �U �esNdI ANN _ -R- - _ _ - I IV IV,do i _ hiatQw VAV .� Nor ANI AN ,. st_ -. . r' NO Al I AN ON b [J •e Is a ANN y4 . r� c ANANN, IT� RO AN N V, 66 No `Ar No :. y , ` ,.. . IN A�' i 4 AD 4 ., V is, m , 5 �� ,: 6 �� :� A � ; , -. �. � ,, ` t `�.,.:� �"-:lgy i �� g: ,�.. Y t �� gyp;' Yam.. � - fir_ ` '�� , - y�- ''��F'f'il'' d .Y .,ram �.C�� +,..,x lY r .. T� '� � � '� r � � s , � � %'r' �� . - �� , - __ � y x��_�� %�'� , ate. ,r _ ��+,��7 � 4. ,' "T ,. <� �� r � � b �` F , .�R `� � � 7� w l � J 4 �;'� 4 - _. �. �u't� s ',ri ram, / �b '7' �i _ � r __ _ �,� -- —'. - - __-._ j �, _. -- -- �� i � - �r .� s r r )� .. k ,i�;'s w _ ,�, ; �l , �� ^ �� „� . . r r � �� ` ��r aw _.. rz t... �... ..?. /"lf'x�j mow:. �.y. � kr rK�r � �'Y{ �)� ��t .. '.: .v: �, 7. � ��.� e f.. NY -: _. T_.