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HomeMy WebLinkAbout0163DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 4A-26 BOX 2 Jill . � F T 16 �`�r j jr Jill . LORETTA MOLINARI Public Health Director ROBERT J. BONDI County Executive DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 Environmental Health (845) 278 - 6130 Fax (845) 278 - 7921 Nursing Services (845) 278 - 6558 WIC (845) 278 - 6678 Fax (845) 278 - 6085 Early Intervention/Preschool (845) 278 - 6014 Fax (845) 278 - 6648 Mr. Robert Bell 16 Burdick Road Patterson, NY 12563 Dear Mr. Bell: November 6, 2003 Re: Replacement of three bedroom Mobil home with two bedroom single family residence Bell, 16 Burdick Road (T) Patterson TM #4 -1 -26 I have received and reviewed the plans for the replacement of the existing mobile home with a two- bedroom single family residence on the above - mentioned parcel. The request is to use the existing well and septic system to serve the new residence. Approval to replace the mobil home with the two bedroom single - family residence, utilizing the existing well and septic is granted with the following conditions. The original existing septic system was installed and is presently serving a three - bedroom structure. The proposed single - family residence must have no more than two (2) potential bedrooms. Therefore, potential daily flows should be less than the existing dwelling. A site plan, including the well locations and a proposed new subsurface sewage treatment system (SSTS) were proposed by Zarecki and Associates on January 30, 2003 and approved by this Department on April 17, 2003. At any point where the existing SSTS fails to function properly the SSTS, as. designed and approved, must be constructed immediately. 2. The location of the proposed dwelling must be located as indicated on the above mentioned site plan. 3. The area of the existing SSTS and the proposed SSTS must be protected during the construction of the residence. 4. This Department must inspect the connection of the proposed dwelling to the existing septic tank. 5. The above mentioned plans (prepared by Zarecki) must be renewed every two years i.e. April 17, 2005 by this Department until the new SSTS is installed, inspected and approved by this Department. Should you have any questions concerning this matter, please contact me at your earliest convenience. Sincerely, William Hedges Sr. Public Health Sanitarian WH/JP cc: (T) Patterson BI (T) Patterson Planning Board (T) Patterson Zoning Board 08/29/2003 13:56 FAX 845 855 3772 ZARECHI AND ASSOCIATES ZAIRECKI As,90 CIA TIES, LL.C.. Engineers • Architects August 28, 2003 Surveyors Mr. Scott Sheeley Jaseph Zoracki, P1 Environmental Analyst Jeffrey Hecker, LS NYSDEC- Region 3 Curt Johnson. RA Division of Environmental Permits Ilia Jonns C sC -cr w6i, 21 South Putt Corners Road New Paltz, NY 11 west main St. PcrMirlg, NY 12564 (845) 855.3771 Re: Robert Bell Property (845) $55 -3772 FW (T) Patterson, Putnam County Websltc: zarecld.ccm DEC #3 -3224- 00197/00001 emall: zcrrecklassocQearlhllrk.ne, 31 Ba ley Ave. Dear Mr. Sheeley: Ridgefleld, CT 06877 (203) 438 -7094 The following is a response to the public comment letter (203) 438 -7157 Fan prepared by Ms. Edie Keasbey dated August 15, 2003. This response follows the format of said letter: First, and foremost, it must be understood that this project entails a replacement of an existing septic system and is considered a repair under Putnam County Department of Health Regulations. The current septic system consists of some type of drywell (likely not to current codes) and is still in use. The current proposal utilizes the best soil found on the site for sewage treatment based upon the investigation of deep test pits and percolation tests. This area lies within the 100 foot wetland buffer. New York State and Putnam County Department of Health codes require 200 feet of horizontal separation between the septic fields and downhill wells. Environmental constraints limit the area for placement of the septic system to the area shown on the plans. The applicant is proposing the smallest sized septic system allowable under Putnam County Department of Health Regulations, which is a two (2) bedroom design. This system has been arranged in such a way to limit disturbance to the existing surrounding significant trees, preclude the use of a.pump chamber, utilize the best soils z , • � ... for sewage treatment and provide the proper environmental =W : !� setbacks required by the local regulatory agencies. Z. _ �Cl* � �G�gE(aKI • G�- —•S U.-RV. E.Y.I..N...ra.._...:. 1 121002/005 08/29/2009 13:56 FAX 845 855 3772 ZARECKI AND ASSOCIATES ZEKI AssocmEs9 LL.C. Consulting Engineers, Land Surveyors, Architects 11 West Main Street Pouting, NY 12564 (845) 855 -3772 fax IB451- 855-3771 To: Bill Hedges From: Dave Johnson Faw 278 -7921 Pages: 8 Phone: 278 -6130 Date: 8/29/03 Re: Bell Property Job#: 2002.061 ❑ Urgent ❑ For Review ❑ Please Comment ❑Please Reply ® For Your Use • Comments: Bill, Enclosed is Edie Keasbeys letter to the DEC and my response. Please prepare the detailed letter to the Town of Patterson Building Department, as discussed. If you need anything else from me, let me know. -Dave c �z. LM l lNV�YINf$�M 0 0001/005 08/29/2003 13:56 FAX 845 855 3772 ZARECBI AND ASSOCIATES 1@003/005 The section of 6NYCRR that Ms. Keasbey quotes gives gu'dance to permitting officials for proposed work in regulated areas, 'Subdivision 663.5(e) Standards for Permit hsuance ", states "For Classes I, II, III, and IV, the proposed activity must be compatible with public health and welfare, be the only practicable alternative fhat could accomplish the applicant's objectives and have no practicable alternative on a site that is not a freshwater wetland or adjacent area." The specific section Ms Keasbey quotes under 663.5(e)(4) Specific Class I Standards (b) ". _ .satisfies a compelling economic or social need..." where the proposed activity must be done; that it is unavoidable. This indeed, is the case with this application. The applicant can obtain a building peradt to replace the existing residence in kind as long as the bedroom count does not change. It would be permitted to use the existing, drastically substandard septic system until it fails, thereby contravening the wetland and causing a public health concern. This same section uses the terms "Public Health and Welfare" where concerns include "consistency of the proposed activity with physical health, if necessary as judged by health officials, and ", "consistency with related, state and local laws, regulations and policies." Both of these sections have been addressed by the fact that the. Putnam County Health Department (health professionals) has reviewed the proposal and has issued a septic repair permit as related to federal, state, local laws, regulations, and policies. Ms_ Keasbey also claims that removing the garage would allow more room for this proposal. This is not true, as the area where the garage resides is also in the buffer and is within the 100-'public health buffer to the existing well that will be used by the residence. In addition, our office has been informed by the Mr. 'W'illiam Hedges of the Putnam County Department of Health (845- 278 -6130, ext. 2168) that the New York City Department of Environmental Protection (NYCDEP) has no delegation agreement with the Health Department for septic repair permits and therefore, frill authority is under the sole jurisdiction of their Department. Please keep in mind that the applicant will be permitted to operate the current substandard septic system (also within the buffer) with the new residence. Therefore, construction of a new subsurface sewage treatment system that complies with current regulations meets both the intent of the applicant and most enviromnental concerns_ and should be permitted. With regard to the statement of Ms_ Keasbey regarding grants received by FrOGS (Friends of the Great Swamp), it is not quite understood how this relates to this application. If FrOGS intends to purchase the property from Mr. Bell, a formal offer should be presented that represents the appraised value of the property with the new residence. 2 08/29/2003 13:57 FAX 845 855 3772 ZARECKI AND ASSOCIATES U004/005 Ms. Keasbey, then alludes to the destruction of the wetland by illegal activities. It must be made clear that the applicant has obtained all necessary permits through all of the required agencies in order to replace the residence. This includes the following: Town of Patterson Zoning Variance- granted 2/24/2003 • Town of Patterson Site Plan Approval- granted 6/5/2003 • Town of Patterson Wetlands and Watercourse Permit - granted 6/5/2003 • Putnam County Department of Health Septic Repair Permit- granted 4/17/2003 • New York State Department of Environmental Conservation 1- Article 24 Freshwater Wetlands Permit -in progress It is therefore clear that the applicant has demonstrated that he has proceeded legally in all aspects of the project, and intends to continue doing so as the project goes into construction. Ms. Keasbey also makes the assertion that the area where the septic system is proposed is "...often flooded under heavy storm conditions." No evidence is provided by Ms. Keasbey to support this claim. Mr. Bell has retained the services of lvfr. Paul Jaehnig, a Certified Professional Geologist, Soil Scientist, and Wetland Scientist to perform a wetland investigation of the property. Mr. Jaehnig stated in his December 30, 2002 report that the eastern portion of the property was subject to flooding when the Croton River topped its banks. This year has been an exceptionally wet year, and no flooding has occurred in the vicinity of the proposed septic system. With this response, it is anticipated that the enclosed information will allow you to determine that the proposal presented has merit and the full backing of local environmental, public health, and land.planning officials. Being that the project does not entail a completely new endeavor, but presents and opportunity to actually improve an environmental and public health concern, the decision to issue a permit should be straightforward. Should you have any questions, or require additional information, please contact my office. 3 08/29/2003 13:57 FAX 845 855 3772 ZARECSI AND ASSOCIATES 0005/005 ly, c: David H_ Johnson, CPESC -CPSWQ Project Manager cc: Mr. William Hedges, PCHD (w /enclosure) Mr. Robert Bell Mr. Mike Martin (w /enclosure) 4 08/29/2003 13:58 FAX 845 855 3772 ZARECBI AND ASSOCIATES U002 Edie Keasbey 180 Couch Road Patterson, NY 12563 845 - 878-6169 August 15, 2003 Scott E. Sheeley NYSDEC 21 South Putt RD. New Paltz, NY 12561 -1696 AUG 18 � r • .i Re: Septic Permit Application: Robert Bell: 3- 3724 - 00197/011001. Lot 4-1 -26 Dear Mr. Sheeley. Thank you for the opportunity to comment on the above - mentioned application. Mr. Robert Bell is applying for a penmdt to place a septic system in the DEC regulated 100 -foot buffer of DP -22 in the town of Patterson on the east side of Burdick Road. This is no ordinary septic permit application and must be carefully scrutinized The Great Swamp, DP -22, is a New York State Class I wetland, as such the state requires the highest protection under ECL rules and regulations. The enforcement of these provisions is of equal importance. These regulation apply to the wetland beg and the 100 foot butter area. Under BNYCRR Chapter X Part 663.5 (e) (4) Specific Class.1 Standards states that, Permits for the vast majority of activities that could not avoid reducing a benefit provided by a Class I wetland would not be approved." Indeed, everything that is stated in this section i, it and Iii indicate the protection of a Class I wetlands is paramount. I understand that to deny a permit could he considered a "taking," but Mr. Bell has alternatives such as making room by removing the old garage or selling the property for open space. There are also other problem septic areas along the east side of Burdick Road. Additionally. Mr. Bell will need a permit from NYC Department of Environmental Protection. According to DEP any septic proposed within 100 feet of a NYSDEC regulated wetland is prohibited pursuant to Section 18-38 (a)(5) of New York City regulations. Recently, Friends of the Great Swamp (FrOGS) received a large grant from the North American Wetlands Conservation Council of $940,000. In the required two for one match New York state has pledged $1.2 million dollars. This grant is for the protection of Me Heart of the Great Swamp" in Patterson. Both the Federal govemment and State govemment comprehend the importance of this critical resource forthe public health of the region and the Croton Reservoir System for New York City. The Great Swamp will not be destroyed by one large illegal activity, but will die as a result of the on -going thousands of small cuts. Recent water monitoring has shown the Great Swamp to be high in phosphorus. Poorly designed and improperly sited septics are one of the causes. Additionally the area in question is often Nodded under heavy storm conditions. Thank you for considering these comments. Please advise me of your decision on this permit application. - - - - - -• - -- �-.�+ �'+. -+. . �.•.Mr . �� ITS 1I1M r-n� n iril nrnnnrMr� �r . nr n n 08/29/2003 13:59 FAX 845 855 3772 ZARECBI AND ASSOCIATES Sincerely, Edie Keasbey Cc: William Rudge, WSDEC Danny Shedlo, PE., NYCDEP Robert Mons, PE., PCHD 003 08/29/2003 13:58 FAX 845 855 3772 ZARECHI AND ASSOCIATES lih001 ` New York State Department of Environmental Conservation Region 3, Division of Environmental Permits 21 South Putt Corners Road, New Pettz, NY 12561 -1696 (845) 256 -3000 FAX (845) 255.3042 Website: www.dec.state-ny.us Erin M. Crotty Commiss'wner August 27, 2003 David Johnson Zairecki chi Associates, LLC I I West Main Street Pawling, New York 12564 RE: Robert Bell Property Town of Patterson, Putnam County DEC Application #3- 3724 - 00197101 Dear Mr. Johnson: 29' The New York State Department of Environmental Conservation (DEC) has received convnents from the public regarding the above - referenced permit application. Enclosed is a copy of a letter fi-om Edie Keasby dated August 15, 2003. Please provide a written response to the issues raised in Edie K,easby's letter. Please submit three copies of your response to my attention by September 19, 2403. If you have any questions, please call me at (845) 256 -3050- Enclosure cc: D- Gaugler, DEC Region 3 (w /enclosure) R. Bell (w /enclosure) E_' Keasbey (letter only) Si=rely, /1L - Scott E. Sheeley Environmental Analyst ZARECKI & ASSOCIATES, L.L.C. Engineers* Surveyors • Architects . 11 West Main Street PAWLING, NEW YORK 12564 (845) 855 -3771 FAX (845) 855 -3772 TO � � �a G J WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via • Shop drawings ❑ Prints ❑ Plans • Copy of letter ❑ Change order ❑ dC VVIF0 &F 4 ° o RIMOVULad DATE /} JOB NO. r oo • C 1 ATTENTION RE: t s_ ❑ Samples COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: • For approval • For your use • As requested • For review and comment • FORBIDS DUE 1:7�h�i /G1:7:�y COPY TO ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections the following items: ❑ Specifications ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED:. ff enclosures are not as noted, kindly notlf us at q ce. ZARECKI ASSOCIATES, L.L.C. Engineers • Architects Surveyors Joseph Zarecki, PE Jeffrey Hecker, LS Curt Johnson, RA 11 West Main St. Pawling, NY 12564 (845) 855 -3771 (845) 855 -3772 Fax email: zoreck3771 @aol.com 31 Bailey Ave. Ridgefield, CT 06877 (203) 438 -7094 (203) 438 -7157 Fax March 26, 2003 Mr. William Hedges Putnam County Department of Health 1 Geneva Road Brewster, NY 10509 Re: Bell Septic System Repair 16 Burdick Road Patterson, NY T.M. #4 -1 -26 Dear Mr. Hedges: Our office recently submitted a septic repair plan for the above - mentioned property which was approved by your department on October 4th, 2002. Due to the requirements of the Town of Patterson, the plan had to receive Site Plan Approval and a Zoning Variance. Through a long line of events, the wetland boundary had to be flagged by a soil scientist and verified by the Town and the NYSDEC. In doing so, the approved septic area for the repair was either within or too close to the flagged wetland area. The plan has been revised in regard to the Zoning Board, Planning Board, and their Environmental Inspector. The septic system revision constitutes moving the system away from the wetland boundary and protecting the nearby trees. Soil borings done by the soil scientist in the area of the moved septic system revealed soil of the same nature as those encountered. in the deep test pits and percolation tests. It should be noted that the well shown at the front of the property is now existing. Please review the plan as it has been revised and re- approve. If you have any questions or require additional information, please do not hesitate to call. Sin .exeLX David H. Johnson, CPESC Project Manager 2002.061 07/30/2003 09:38 FAX 845 855 3772 ZARECKI AND ASSOCIATES ZARECKI ASSOCIATES, L.L.C. Consulting Engineers, Land Surveyors, Architects 11 West Main Street Pawling, NY 12564 (845) 855 -3772 fox (8451- 855 -3771 To: Bill Hedges Fronti Dave Johnson Fam 27 8-7921 Pages: 3 Phone: Date: 7/30/03 Re: Bell Repair Job#: 2002.061 ❑ Urgent [] For Review ❑ Please Comment ❑Please Reply ® For Your Use • Carnments= Bill, This just carne in from the DEC. Thought you might need it to plead our case. Keep me updated. -Dave LL SURVEYING 14001 JUL -30 -2003 WED 08:38 TEL:845- 278 -7921 NAME:PUTNAM Cnl1NTY DFPARTMFNT nF P_ 1 07/30/2003 09:38 FAX 845 855 3772 ZARECKI AND ASSOCIATES 1@002 ,mew 'York State Department of Environmental Conservation Division of Environmental Permits NYSDEC REGION 3 HEADQUARTERS � .. ft- 21 SOUTH PIJTT CORNERS RD NEW PALTZ; NY 12561 -1696 (845) 256 -3054 July 28, 2003 ROBERT BELL 43 PATTERSON VILLAGE .f a PAT7ERSON, NY 12563 `''" Re: DEC 11)#3-3724-00197/00001 _ M BELL PROPERTY Dear Applicant: Please be advised that your application for a DEC permit(s) is complete and a technical review has commenced. Notice and the opportunity for public comment is required for this application. Enclosed is a Notice of Complete Application for your project Please have the Notice published in the newspaper identified below once during the week of 8/4/2003 on any day Monday through Friday_ The official newspaper of the Town (City) of PATTERSON. Contact the Town (City) Clefles off ee to confirm the official newspaper. Only the Notice of Complete Application, that information presented between the horizontal lines, on the enclosed pages(s) should be published. Do not print this letter or the information contained below the second bold horizontal line. Please request the newspaper publisher to provide you with a Proof of Publication for the Notice. Upon receipt of the Proof of Publication promptly forward it to this office. You must provide the Proof of Publication before a fnal decision can be rendered on your application. You pre responsible for paying the cost of publishing the Notice in the newspaper. Notification of this complete application is also being provided by this Department in the TYS'DEC.EnvironmentaI Notice.B.ulletin. —... This notification does not signify approval of your application for permit. Additional information may be requested from you at a future date, if deemed necessary to reach a decision on your application. Your project is classified major under the Uniform Procedures Act. Accordingly, a decision is due within 90 days of the clate of this notice unless a public hearing is held, which may extend this time framc. If a public hearing is necessary, you will be notified. If you have any questions please contact me at the above address or phone number above. Sincerely, Ae-ey-,r SCOTT E SHEBLEY Division of Environmental Permits ph. (845) 256 -3050 cc: D. Johnson, Zarecki & Associates (w /notice) 07/30/2003 09:38 FAX 845 855 3772 ZARECKI AND ASSOCIATES IZ 003 `Y THIS IS NOT A PERMIT �r New York State Department of Environmental Conservation Notice of Complete Application Date: July 28, 2003 Applicant: ROBERT BELL Facility: BELL PROPERTY 16 BURDICK. RD PATTERSON, NY 12563 Application 117: 3- 3724 - 00197/00001 Permiak) Applied fora 1- Article 24 Freshwater Wetlands Project is located: in PATTERSON in PUTNAM COUNTY Project Description: The applicant proposes to replace an existing septic system with a new septic system meeting Health Department sttutdards within the I00 -foot adacent area of State-designated Freshwater Wetland No. DP -22 (Class I). The site is located on the east side of Burdick Road, approximately 300 feet north of NYS Route An existing mobile home is also to be replaced with a new 2- bedroom residence to be located on the site of the regulated area. State Environmertal Quality Review (S'EQR) Detormination Project is not subject to SEQR because it is a Type It action. SEQRLea�:9s cy o�Q ne- Designate_.. ....._..._.— ftle Historic Preservation Act (SHPA) Determination The proposed activity is not subject to review in accordance with SBPA. The permit type is exempt or the activity is being reviewed in accordance with federal historic preservation regulations. Availability For Public Comment Contact Person Comments on this project must be SCOTT E SHEELEY submitted in writing to the Contact NYSDEC Person no later than 08/22/2003 21 SOUTH PUTT CORNERS RD NEW PALTZ, NY 12561 -1696 (845) 256 -3$- . CC List for Complete Notice SUPERVISOR, TOWN OF PATTERSON D- GAUGLER. DEC REGION 3 D. JOHNSON, ZARECKI & ASSOCIATES, LLC THIS IS NOT A PERMIT New York State Department of Environmental Conservation Notice of Complete Application Date: July 28, 2003 Applicant: ROBERT BELL Facility: BELL PROPERTY 16 BURDICK RD PATTERSON, NY 12563 Application ID: 3- 3724 - 00197/00001 Permits(s), pplied for: 1 - Article 24 Freshwater Wetlands Project is located: in PATTERSON in PUTNAM COUNTY Project Description: The applicant proposes to replace an existing septic system with a new septic system meeting Health Department standards within the 100 -foot adacent area of State - designated Freshwater Wetland No. DP -22 (Class I). The site is located on the east side of Burdick Road, approximately 300 feet north of NYS Route 311. An existing mobile home is also to be replaced with a new 2- bedroom residence to be located on the site outside the regulated area. State Environmental Quality Review (SEQR) Determination Project is not subject to SEQR because it is a Type II action.. SEQR Lead Agency None Designated State Historic Preservation Act (SHPA) Determination The proposed activity is not subject to review in accordance with SHPA. The permit type is exempt or the activity is being reviewed in accordance with federal historic preservation. regulations. Availability For Public Comment Comments on this project must be submitted in writing to the Contact Person no later than 08/22/2003 CC List for Complete Notice SUPERVISOR, TOWN OF PATTERSON D. GAUGLER, DEC REGION 3 D. JOHNSON, ZARECKI & ASSOCIATES, LLC Contact Person SCOTT E SHEELEY NYSDEC 21 SOUTH PUTT CORNERS RD NEW PALTZ, NY 12561 -1696 (845) 256 -' N/F BARRETT L. 704, P. 1095 z 0 -� PRIMARY SYSTEM (A DISTRIBUTION 8 LATERALS AT 25 LF EACH Q BOX ABSORPTION TRENCHES, V po WITH ALL ENDS CAPPED a 4 "0 SDR55 SOLID PVC 84-30900 W m N STONE PILLARS ABANDONED B WELL IRON PIPE 14.16 le 17 18 v N 1 3 4 6 4 "0 SOLID PVC Z r- � . TYP C ) I z mm i 1 v -,; 10 , I I - ° '2 8 8 ^? 1 1 SEPTIC p I '- TANK a 1 r- A 2 STY ,� �,,;,,;;�; ;;.!'.:. !'• WAY BLDG p' Q WELL D r 1 1 4".0- AREA = 69,867 S.F. 1.60 AC. DEED L.1288, P.89 S 8430,00.. E 487.3`( IE i-TEM I LING. ES TO )OES GE TREATMENT CA TED ON THIS SPECTED BY ME ' SYSTEM WAS y ALL STANDARD ►TNAM COUNTY °W YORK STATE DIMENSION TABLE RESERVED FOR A B $ 18' 42' d 28.5' 38' 3 38' 42' 4 42' 48' . 5 46.5' 53.5' 6 51' 59' f 57' 65' 1 ® 46.5' 66' 9 52' 69.5' 10 58' 73' 51.5' 85' 57.5' 89.5' 63.5' 93' DIMENSION TABLE RESERVED FOR 95 -20 -6(10/90) -25c R3 y ` DEC PERMIT NUMBER 3- 3724 - 00197/00001 FACILITY /PROGRAM NUMBER(s) FW#DP -22 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION PERMIT Under the Environmental Conservation Law (ECL) TYPE OF PERMIT (Check All Applicable Boxes) ® New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate Article 15, Title 5: Protection of Water Article 15, Title 15: Water Supply 7 Article 15, Title 15: Water Transport F-1 Article 15, Title 15: Long Island Wells FArticle 15, Title 27: Wild, Scenic & Recreational Rivers 6NYCRR 608: Water Quality Certification EFFECTIVE DATE September 26, 2003 EXPIRATION DATE December 31, 2004 Article 17, Titles 7, 8: Robert Bell SPDES F-1 Article 19: Air CONTACT PERSON FOR PERMITTED WORK Pollution Control F-1 Article 23, Title 27: Mined Land NAME AND ADDRESS OF PROJECT /FACILITY Reclamation FTIArticle 24: F-1 Freshwater Wetlands TOWN Article 25: Tidal NYTM COORDINATES Wetlands EArticle 27, Title 7; 6NYCRR 360: Solid Waste Management E: 5616.73 N: 4596.83 DESCRIPTION OF AUTHORIZED ACTIVITY EFFECTIVE DATE September 26, 2003 EXPIRATION DATE December 31, 2004 PERMIT ISSUED TO Article 27, Title 9; 6NYCRR 373: Hazardous Waste Robert Bell Management ADDRESS OF PERMITTEE Article 34:. Coastal Erosion CONTACT PERSON FOR PERMITTED WORK Management 7 Article 36: Floodplain Management NAME AND ADDRESS OF PROJECT /FACILITY Bell Property; Burdick Road, Patterson, .New York. _......" . F-1 Articles 1, 3, 17 19 27, 37; 6NYCRR 380: Radiation iton(rol F-1 Other TOWN PERMIT ISSUED TO TELEPHONE NUMBER Robert Bell 845 878 -9457 ADDRESS OF PERMITTEE 43'Patterson Village, Patterson, New York 12563 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Dave. Johnson, Zarecki & Associates,..LLC... _.......... (845)B55-3771 ' NAME AND ADDRESS OF PROJECT /FACILITY Bell Property; Burdick Road, Patterson, .New York. _......" . LOCATION OF PROJECT /FACILITY East side of Burdick Road, approximately 300 feet north of the intersection with NYS Route 311. ---FFW,#DP-22; COUNTY TOWN WATERCOURSEANE I'LAND NO. NYTM COORDINATES Putnam Patterson Class I E: 5616.73 N: 4596.83 DESCRIPTION OF AUTHORIZED ACTIVITY This permit authorizes the replacement of an existing residential septic system with a new subsurface septic system within the 100 -foot adjacent area of State - designated Freshwater Wetland W -3, as shown on the plan referenced. in Special Condition Number 1 of this permit. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,' the General Conditions specified and any Special Conditions included as part of this permit. _ DEPUTY PERMIT ADMINISTRATOR- "" ADDRESS Scott E. Sheeley 21. South.Putt Corners. Rd., New Paltz. NY.12.56.1....... .. it�..ses.... .. . AUTHORIZED SIGNATURE Date �%p �,o�►! 1(0,' Loa 3 Page 1 of 4 372400197 pmt.wpd (ses) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ( "DEC ") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules. or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights -of -way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71 -0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at.all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days. before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 3 21 South Putt Corners Road, New Paltz, NY 12561, telephone: (845) 256 -3054 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. D NUMBER EC PERMIT 3- 3724 - 00197/00001 PAGE 2 OF 4 ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 Protection of Water If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or. fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S. Army Corps of Engineers, U.S. Coast Guard, New York State. Office of General Services or local 9. government which may be required. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95 -217) provided that all of the conditions listed herein are met. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were p pa d by SPECIAL CONDITIONS ♦ The enclosed permit sign must be conspicuously posted in a publicly accessible location at the project site. It must be visible and protected from the elements at all times. ♦ The permittee shall require that any contractor, project engineer, or other person responsible for the overall supervision of this project reads, understands and complies with this permit, including all special conditions to prevent environmental degradation. ♦ For Article 15, Protection of Waters and Article 24, Freshwater Wetlands permits, the permittee or an authorized representative shall notify the Department by mailing the attached form at least 48 hours prior to the commencement of any portion of the project authorized herein. Continued on next page ... DEC PERMIT NUMBER 3- 3724 - 00197/00001 PROGRAM /FACILITY NUMBER PAGE 3 OF 4 0 ai NEW YUKK J I A[ t UEYAK I MI=N I U1' tNVIKUNMENTAL CONSERVATION SPECIAL CONDITIONS For Article 24 (Freshwater Wetlands) All work shall be performed in accordance with the plan prepared by Zarecki & Associates, L.L.C. entitled "Site Plan Prepared For Robert & Lorraine Bell ", dated January 30, 2003, last revised May 15, 2003, and approved by the Putnam County Department of Health on April 17, 2003. 2. EROSION CONTROL: Prior to commencement of the activities authorized herein, the permittee shall install securely anchored silt fencing and /or continuous staked hay bales along the limits -of- disturbance or as shown on the plans or drawings referenced in this permit. These erosion control devices shall be maintained until all disturbed land is fully vegetated to prevent any silt or sediment from entering the freshwater wetland or its adjacent area. Silt fencing, hay bales and any accumulated silt or sediment shall be completely removed for disposal at an appropriate upland site. 3. No disturbance to the wetland or other disturbance to the wetland 100 -foot adjacent area. is authorized by this permit. 4. Following construction, all areas on the property east of the new septic system shall be allowed to revert to natural growth and shall not be mown without a further Article 24 permit issued by the Department. 5. Construction of the septic system reserve area shown on the plan referenced in Special Condition No. 1 of this permit is prohibited without a further Article 24 permit issued by the Department. 6. All fill material utilized for this project shall consist of uncontaminated earthen materials only. Acceptable fill materials include gravel, rock, overburden, topsoil and similar natural mineral resources. 7. Stockpiles of "excavated and /or fill materials shall be placed more than 100 feet landward of the wetland or water body and shall be contained by hay bales or silt fencing to prevent erosion. 8. The permittee shall employ measures sufficient to prevent contamination of the freshwater wetland by sediment, fuels, concrete leachate or any other pollutants associated with construction or construction procedures. 9. All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass seed and mulched with hay or straw within one week of final grading. Mulch shall be maintained until a suitable vegetative cover is established. 10. If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when .weather conditions favor germination and growth but not more than six months after project completion. STATE ENVIRONMENTAL QUALITY REVIEW Under the State Environmental Quality Review Act (SEQR), this project has been determined to be a Type II Action and therefore is not subject to further procedures under this law. Distribution: D. Gaugler, DEC Region 3 �Putnarn County Department of Health", M. Lloyd, NYCDEP, East -of- Hudson D. Johnson, Zarecki & Associates, LLC DEC PERMIT NUMBER 3- 3724 - 00197/00001 FACILITY ID NUMBER PROGRAM NUMBER FW#DP -22 Page 4 of 4 July 30, 2003 Mr. Robert Bell, Jr. 43.Patterson Village Court Patterson, New York 12563 Re: Lot 4 -1 -26 12 Burdick Road Patterson, Putnam County DEP Project# 12974 Dear Mr. Bell, Thank you for submitting the drawing titled "Site Plan prepared for Robert & Lorraine Bell" dated 1/30/03. The New York City Department of Environmental Protection (NYCDEP) has determined that the proposed septic system on the referenced lot is prohibited as it will be constructed within 100 feet of a NYSDEC wetland (see Section 18 -38 (a)(5) of the New York City Regulations). While the septic system may have already been approved by the Putnam County Health Depratment (PCDH) under a different application, all septic system alterations and modifications must also be approved by NYCDEP. Since an approval cannot be granted for the current design, a variance may be applied for from NYCDEP. If the variance application is an option you wish to pursue, please contact this office to obtain the necessary forms and guidelines. Be advised that any residence or septic system construction on this lot is prohibited until all required approvals from this Department have been obtained. If you have any questions, please contact the undersigned at (914) 742 -2055. Sincerely, Danny Shedlo, P.E. Civil Engineer II Project Review xc: Sissy De La Ossa, NYCDEP Town of Patterson Planning Department Bill Hedges, PE, PCHD El. HOUSING CORP. QUALITY * VALUE *COMMITMENT 1080 SOUTH MAIN STREET', CHAM;BERSBURG, PA 17201 OFFICE (717)' 264 -7577 FAX (117) 263 1662 DESIGN.CRITERIA . CONSI: TYPE: 5B' RISE GINWP. TB96 BOLA Rk !989 GA00 RI TB96 NEC: MASS COOL REOtFL; NC ! NY OCNPANCT. ONJE !PRO FAMILY OlIL11NG3 ` 1gUBSE5: TO, EMB I1K LOAO - AO PSF TOP CORD MAD LOAD - 10 PST BOIYW CORD MAD LOAD - 10 PSF RAFRRS: UW LOAD - 10 'PS' MAD LOAD - 10 PS' OR ACMµ WIGHT CELNG JDSIS:STORAGE - LIK LOAD - 20 PST. MAD LOAD • 10 PST ON ACTUAL W-1 FLOORS NON -SCEPM AREAS - LM LOAD - M PST SEEPING AREAS - UK LOAD - M PST MAO. LOAD - 10 PST OR ACTUAL SLIGHT ISM LOAD: IS PST COASTAL APIA N PS YO. N PST NJ SIN LOAD: M. AR. SO t SO M (MESS OTHERWISE SRCIEILD) GENERAL NOTES Im PARTY APPROVAL AGENCY: PIS CORPORARON 'LABEL LOCATION& RS LABEL. STALE LABEL AND DATA RATE AT IOTCHEN SPIN. RS LABEL AND STATE LABEL N EACH TRANSPORTABLE BOA (SECONDARY CLOSEIL LABEL LOCAICMS TON WPLE% WITON: RS LABEL AND DATA PLATE AT pTCHEN SINN EACH I'= UNIT. STAI[ LABEL AT pt01EN SKK LEER SIDE UVINC —1 ONLY. KS LABEL N BEDROOM CLOSET EACH MOARE AND N EACH OPTIONAL. MOOILC. THEY ONAMNGS MEET NYS BIALONO COOL THESE PRINN05 ARE PROPERTY DE U.S. HDUSNO CORP AND SHALL NOT BE REPRODUCED AND OR COPIED NIHOIi AUTHORIZATION. L91C LOLL BE CONSIDERED AS A SID - CONTRACTOR N ALL BUILONG" PROJECTS STIPPLING A BUILDING COMPONENT 10 A GENERAL CONTRACTOR OR BUILDER. ALL NOTES NM REFERENCE TO - N -F1ELIT . -OM -SITE- ON -BY WADER' ARE PERTAINING 10 THE NEVONSIBIUKS O ME DENCRAL CONMACIOR. THE DRAMNGS N TINS S7BSET SHEM&D NOT BE SCALED FOR DIMENSIONAL RERPENCE ALL DIENSON IVES AND NOTES SPERCEDE ANY S)CH'REFERENCE. DISCRETE YODELS (PLANS H= TI1E SAME SPCCRC ROW' ARRANMNENI OR ARWIECTURAL STYLE) BALL BE PREPARED FROM THESE ORANRGS NTNTATI MODIFICATION. AODION OR DELETION N ANY MANNER. A -1 DMLLINCS HUNT RTC LIMITS -B SHALL HAW 3/1 HA. MN. FIRE RATED EIEROR MALLS N1N NOIGOYDUBIIHL EITEROP FACING (NOT IaH',L) AS PER NYS TT6.W t TABLE DRAWING INDEX. PAfE MSOIBTN7N!kj�. 1 COVER SNEET..'i�M: 2A I RANCH - .TYPCAL-ELEVARDNS 2B CAPE - IYPICAL ME"I1oM R t l- RANCH,- TYPICAL 'aEVATOIS 2D 1VIO STORY - 'TYPICAL ELEVATORS 3 ELEVATION OPTIONS 3. ELEVATION MIMS' RANCH - CAPE -- 2 STORY - EOUNDADON A RANCH - fO)NDAF0N u RANoT - now PLAM 58 CAPE - FLOOR BANS 5c -r' t V RKaN - I, PLANS 50 Tw STORY - FLOOR BANS 6A RAND1 - ELECTRICAL PLANS 6B CAR - ELECTRICAL PLANS 6C -r IT .0 RANCH - ELECTRICAL RAMS W IW STORY - ELECTRICAL. BANS TA RANCH - SAMWARO HEATING PLANS ' M CAR - BASEBOARD HEATING PLANS 7C -I- ! -L- RANCH - BASEBOARD HEATING PLANS' 70 TWO STORY - BASEBOARD HEATNG PLANS 6A RANCH - HEATLOSS/ELCCTRM LOAD CKCKAIM]NS BB CAPE - K ITLOSS/ELECTRC LOAD CKDAAU RC -1- ! V RANCH - HEAMOSS CLMC LOAD CALCULATIONS BD IMO STORY - KADO55 CL1RC lBAD C mX`OMS 9 OPTIMAL p101ENS ELECTRICAL, - OPTIMAL IOTO* NS 11 ELECTRICAL - OPTIMAL GAMS 13 RW9oTC.- OPTIMAL .`CHEM 1. RU1,BIIIG - WFIOlAL SAM 15 WATER SUPPLY DETAILS ISA PLOMNNG.DEAILS ..A RANCH - IYPICAL PLUMBING IN CAPE - TYPICAL PLUMBING 'BE l- t V NATION = TYPICAL PLONTINL ' TW IMO STORY - IYPCAL PLUbOK- IT SOAOLAES IS RANCH - TYPICAL SECIIORS 1. CAPE - TYPICAL SECTIONS re CAR OPTIONS - TYwCAL SECTIONS 11C 'V t V RANCH'- IYPCAL SEcTIO15 IN IMO -SIM, - IYPICAL SECTIONS ISE IMO STORY - CONIEMPONARY - TYPCL SECTIONS IS_ DETAILS 19 TYPICAL SECIRINSMAIN DETAILS. F. DEIAL$ 11 SEPARATION MALL DETAILS, 11A SEPARATION WKl DETMS - NEV YORK STATE ONLY 10 SPACE. EIRE ! SKEIY - CARME DEIAAS 1A IAUS5C5 L II 1S MANDATORY FOR THE BALDER 70 COMPLEIE THS HOME IN COMPLIANCE NTM THE WAAYLAAO ENERGY CONSERVATION REWREYENIS AWIIONAL SITE'.MORN WAY BE: ' R FLOOR INSULATION - CRAK SPACE B- FOMNDATION MALLS NSULAIICH.- BASEMENT A. PERIMETER INSULATION - SLABS I NSTILAION - PRANG EXPOSED TO LR7LYlnp111ONµ SPACES DIE ABOVE MTM%SE,AttOUPUSTIED WHIN STATE CODE REWIREYENTS 2. BUILDER RESPOHSBLEi TO PRE. THE REWIRED CERTIICAROI FORMS NM THE LOCAL ELECIRTC, UMTY PROS ID WINNING PERMANENT ELECIPoC SERMCE 3 FOR N9AAROR REgAMMM15 EOR MRS SE PMT (6) Q IK NYS ENERGY CONSMAIM CONSIRUCTON.000L " A. SE RODE -DAY CNARI BELON,FDI�AVAIASR OEEAEE -DAYS NYRIM'sOUA.. BERM . (PAR, -Y MK I_ COOE)L EMLOR CwPDAI —ELECTRIC NEAIMG ELECTRIC - KIM ' 3000-6000 DECREE OAT 7000 -900D ROME 0. S Mvo DEGREE SAY 700D -90m BORE SAY EAIIATR MALLS - R- I9.:'- R -IB R -19 R R -5.1 R -19 A R -51 BO OR R -Ip- A -I/ R -N R -19l R -SA ASIN RG R -1.85 A -1.63 R -2.5 R -Ifi }C 311, w J � O W �_ O ZQ 4�0: �r ate: p v/ q Z 2 V _FAO V OO J �Fm z U K W W IOW .2U�' 1 -Z Oz= ..¢URnz J.z ¢ <.0 a< ¢ :I to J O Z O z O Q -a :2 ' W' W O - ir Z O IOM° aZ_ F=, Oi, IU/1 OC OJ I I STATE APPROVAL STAMP R.A OR P.E. APPROVAL STAND JAN 17 1997 a L E W e- Qs ._ 09 :g .< ?' V 0 C.6 $ V) M 8 1NIRD PARTY APPROVAL STAMP PUTNAM COTI= DITAnT= OF W N (n � a E i001`t COUNT ONLY) v3p�iR SE EDROOtj3 T O s tr Nature aV'Lrpa}$o a 311, w J � O W �_ O ZQ 4�0: �r ate: p v/ q Z 2 V _FAO V OO J �Fm z U K W W IOW .2U�' 1 -Z Oz= ..¢URnz J.z ¢ <.0 a< ¢ :I to J O Z O z O Q -a :2 ' W' W O - ir Z O IOM° aZ_ F=, Oi, IU/1 OC OJ I I I' 8 1. • �,tt W`l. N4 Z�N�. Z m L C y O R.A OR P.E. APPROVAL STAND JAN 17 1997 a L e- Qs ._ 09 .< ?' V 0. t 8 1NIRD PARTY APPROVAL STAMP PUTNAM COTI= DITAnT= OF Z '{OIL „SE PLANS APPROVED FOI3 E i001`t COUNT ONLY) — EDROOtj3 s tr Nature 311, w J � O W �_ O ZQ 4�0: �r ate: p v/ q Z 2 V _FAO V OO J �Fm z U K W W IOW .2U�' 1 -Z Oz= ..¢URnz J.z ¢ <.0 a< ¢ :I to J O Z O z O Q -a :2 ' W' W O - ir Z O IOM° aZ_ F=, Oi, IU/1 OC OJ I I D THE BEST 6 Mi MMVIFOfE� SR6T MMO g0!<ESSO)NL J110fE)fXf T)¢S fKTOIn MwfKTV)[D NbC 6MW 0.M INS SCEN MPP¢OVCD 1011 STSTCM SCT .- fMM 0.MMS PRCTI s NYW0VE0 0Y 065. 'PLICMt(DN IQ M13)b- fb-m3, MM¢fKTIfKR'S ID N1316. CS%RMT®M ITC B- M -A104 VIOISI INS Ml SECN )p06SED IM N1Y )NM(A P TtQ1 Q r. RAM INS SECM f0C wb u ,m M KCCH[[M XEV 160[ STMTE EME1101 COM .IIQI CMST03:TIW CIOY O:XEA6i C60E) i0 IS d fLLL C61mlNNC[ VIiN TNC C1FRGi COK CE& ML fL060 PORCH POSTS 6 SLAB SUPPLIED 6 INSTALLED ON -SITE BY OTHERS FRONT ELEVATION NOTE- ACTUAL HOUSE MAY VARY FROM ELEVATION REAR ELEVATION c ¢nlno FL" n m JF o \ LEFT ELEVATION R I AUG 1.3 J J W PO } Z O n Q Z Lj £ z n d N a O M n N i\ W _� d Q z N j j . W n i ttQ b(L gg 5 n N W don � P m Np JNtlI W P uN zZ o fi ^Esaa. ega Q I iv 117J OJW N 1 Z JF o \ LEFT ELEVATION R I AUG 1.3 5' -6' 18• -10 112' 33' -9' 45-6 172' 52'-0' p 1 O O O O O . O w 23.60 VENT PROV'0 1. 0, VQ Z o. Fy9 - TO 39'-\ a 10' -0' 16-0' 13-0' '-ll' Q 3-l1 1 12'P Bl2 SB 36 B24 W2430 L V 36 W4830 g = W O 5 0 - I O O❑ PLATE. STATE LABEL 1 -2' 'S1I1pNpD PPAFOS � ATION 27-5 112 Q 4O 6 -4' Em. C 20' UNT ONLY; Z tu BEDROOM q2 LIVING ROOM BEDROOM Nl BATH N2 a �8.50 BEDR0014 1 N d F! 106.25 .SO. FT. 208.00 SO. F7. 169.00 SO. FT. LIGHT REO'D 16.64 LIGHT REO'D 13.52 LIGHT REO'D- © p APPR V E . Y 4.25 VENT REO'D 8.32 VENT REO'D 6.76 VENT REO'D 3' RADON VENT 10.30 LIGHT PROV'D 20.60 LIGHT PROV'D 20.60 LIGHT PROV'D EDR00 -- DR = FACTO IT PORT OI 5.90 VENT PROV'D 11.80 VENT PROV'D 1L80 VENT PROV'D V 60 r/2 BOWLS 2n6 I � 1 20-0' x 6-0' RAISED ROOF PORCH z r ' 1:3 2002 W �. 20 VT 1 O I a Z Of OTES: 1. x - DENOTES ADDITIONAL COLUMN IN BASEMENT 5. BLDR TO INSTALL R -30 IN FLR 9, 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING NY MECCHECK '10 THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT 13F NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) - 10' 11.01 6. AND IS IN FULL 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED 11. COMPLIANCE WITH THE ENERGY CODE 3. CLG BEAM OVER DIN RM TO BEQ 1 1/2 x 9 1/4 ML II I _ J L-- !+JL -- ,i wen r 4. BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY -7- WC ATIMl: CVCTCM TFI f nvr'R A 4A M(1 ATII 1 FICC fi .. LK-IN 1 CLG 1 a t 0- € . a ❑K CL SET PAN I UTILITY ❑B 3 S .^ a 2* ,x 307 LRO J rvv . e CLO a �m =� H cu Z =� W ---------- - - - - -- - -V3615 I.VZ130 B' 4'. 10'-D' ..m 4i qua �o HALL ° - "821 DRYVALLR /2'ON tzl�d =� a�J.Wn C9 6cc =__ _-- ❑ Z 0 W nai a F -I' Q J 2- ° z LIN., io m CU O� U7 (1. I❑ DINING ROOM 00 1'' r c DEN O N BREAKFAST i O (U 117.00 SO. FT. 130.00 SO. FT. >' a"' NOOK �. 9.36' LIGHT REWD > 10.40 LIGHT REO'D Z 4.68 VENT REO'D 5.20 VENT REO'D ru -- KITCHEN 99A3 S0. FT. .+.a N 1030 LIGHT PROV'D BATH #1 20.60 LIGHT PROV'D n 1` it 7.92 LIGHT REO'D In 5.90 VENT PROV'D 11.80 VENT PROV'D N e 3.96 VENT REO'D O NEI', ^ I I 41.20 LIGHT PROV'D ry y < n . O i•�i 11,-3' a 23.60 VENT PROV'0 1. 0, °a - - 'PULL Fy9 TO 39'-\ o S F-3' mn m Bl2 SB 36 B24 W2430 L V 36 W4830 l0' -4' = W O I O O❑ PLATE. STATE LABEL 1 -2' 'S1I1pNpD PPAFOS � ATION 27-5 112 Q 4O 6 -4' E S2 - 5-0 v2 20' UNT ONLY; z BEDR0014 1 F! -- APPR V ITED �( ',ID EDR00 -- DR FACTO IT PORT OI 16-0' I � 1 20-0' x 6-0' RAISED ROOF PORCH 1:3 2002 W r OTES: 1. x - DENOTES ADDITIONAL COLUMN IN BASEMENT 5. BLDR TO INSTALL R -30 IN FLR 9, 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING NY MECCHECK '10 THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT 13F NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) - 10' 2. STAIRS TO HE BUILT WITH 8 1/4' RISERS AND 9' TREADS 6. AND IS IN FULL 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED 11. COMPLIANCE WITH THE ENERGY CODE 3. CLG BEAM OVER DIN RM TO BEQ 1 1/2 x 9 1/4 ML 7• FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, 12. i 4. BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY -7- WC ATIMl: CVCTCM TFI f nvr'R A 4A M(1 ATII 1 FICC B• APPLICATION N - X1316 -96 -005, MANUFACTURER'S NO. N1316, EXPIRATION DATE 8 -03 -2001, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. _ ' 5'- 2750BTU 4-2200BTU L- I c I /\ I I I I N I I C I I I I I N ----- - - - - - � N 1 Vo c w — I a I _ L I I I I 1 I A I I I I r ) I I a I m o I o I I rl m I I I 'D a I $3S m I z — mI ----- - - - - -J i r I L I I— w s L - - -� z: I 3' Z - 1650BTU z I i i t I I I o I r- -- --i I I II i I o 1> r -JI ° °m I I I L - -- I ym I I I I r m l I IBC mll fl I j I `LL -6- --J J 00 I I 0 4'- 2200BTU r-- _ I � I I • °on z'. o a E0 o PAGE- DATE- N N BYE 8 2852- RANCH nmttR cus,o»ER n0io2 o MARTIN HOMES INC BELL 1st STORY. ELECT. PLAN OTT CDLUl VATS PATTERSON PUTNAM NY 72 EAST 'MARKET STREET WIND SPEED viuD LOAD SMOV LOAD P.0. BOK 219 5 MIDDLEBURG, PA. 17842 7 21 40 PHONES (570> 837 -1424 MDER u sERUt ua nLE w HOUSING? - wan FAX, (570) 837 -6133 7127 P7127030) i d L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f I I I I I. I I AP RO L LI :TED 1 b I 1 PORCH SLAB j I FACTO BUI PORT E .3 2002 I I - - - - - - - - - - __ ------- - - - -JU FOUNDATION DRAWINGS ARE TO BE USED AS - 20.-0• - - -- 1 A GUIDE ONLY. U, S. HOUSING WILL NOT ACCEPT ANY LIABILITY OR RESPONSIBLITY FOR INCORRECT FOUNDATIONS. 1, FOR ADDITONAL INFORMATION SEE FOUNDATION TYPICAL PAGE #13 OF THIS SET 6. MAX. ANCHOR BOLT SPACING: 6' -0' O.C. 2. PERIMETER RAIL ATTACHED TO SILL WITH 16d. NAILS AT 3' O.C. <4 -0' O.C. MAX. IN AREAS WHERE WIND VELOCITY IS '@ OR EXCEEDS 100 MPH) 3. PIER FOOTINGS BASED UPON 2000 PSF: ALLOWABLE SOIL BEARING PRESSURE 7. WINDOWS OR VENTS (INSTALLED BY BLDR) ARE REVD. TO PROVIDE 1 1150 OF FLOOR AREA AS FREE VENTILATION 4. CONCRETE COMPRESSIVE STRENGTH: 3000 PSI AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. 5. M OR S TYPE MORTAR TO BE USED B. NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — pq W a v S I r------------------------------------------- ----------------------- - - - - -- ------- - - - - - -r Z I I I 1 I I I I I I N I a a 3 iL �a 1 I I z u ' I I 1 d 1 I I z ° I I w W n I 7-7' 7' -7' >a $ #^ 1 1 I I I I Q I I 1 1 1 1 0 I 1 I I I 1 W NY I I I 1 I I 1 1 I 1 I x a I UD- 1 30� x30' CONC. I z FOOTER W/3 I 12' I Q Z I DIA. COLLUMN I OC R I I I I F- ,+++ i I I U0 z Co (u I I I I CIF NEP O . I 8' MINIMUM CONCRETE WALLS ----------------------- --- ------------------ �--=-------------- ---------- --- ---- - --- L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f I I I I I. I I AP RO L LI :TED 1 b I 1 PORCH SLAB j I FACTO BUI PORT E .3 2002 I I - - - - - - - - - - __ ------- - - - -JU FOUNDATION DRAWINGS ARE TO BE USED AS - 20.-0• - - -- 1 A GUIDE ONLY. U, S. HOUSING WILL NOT ACCEPT ANY LIABILITY OR RESPONSIBLITY FOR INCORRECT FOUNDATIONS. 1, FOR ADDITONAL INFORMATION SEE FOUNDATION TYPICAL PAGE #13 OF THIS SET 6. MAX. ANCHOR BOLT SPACING: 6' -0' O.C. 2. PERIMETER RAIL ATTACHED TO SILL WITH 16d. NAILS AT 3' O.C. <4 -0' O.C. MAX. IN AREAS WHERE WIND VELOCITY IS '@ OR EXCEEDS 100 MPH) 3. PIER FOOTINGS BASED UPON 2000 PSF: ALLOWABLE SOIL BEARING PRESSURE 7. WINDOWS OR VENTS (INSTALLED BY BLDR) ARE REVD. TO PROVIDE 1 1150 OF FLOOR AREA AS FREE VENTILATION 4. CONCRETE COMPRESSIVE STRENGTH: 3000 PSI AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. 5. M OR S TYPE MORTAR TO BE USED B. 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W_ CO - CO Z - - z'0 < Z O Z. 0 C> STATE APPROVAL STAMP tlm[S � 91oa1 II[ TtTx a9 EYa W 91ar 51MnW V.�ES M 1G� tYn ' � c e°e.� ww c.u�cnma �v wmw� r.ws .0 E .vuw[ wa Earm i � � w�is .� aalyrwi aae ram l A M} /Plant CLat Imi • a]P wwI PPI/RaayIDAW -cnn A'.on¢ar[.wu. msm- •..•.a... use.na germ- .wuE•.aAn� cEaa wu..»o•.as> ' rt. ®mvFS SW�E ufaL . - r I nro� Wa a Buuaa EsaasEa�*. s taW� Mffi awL MCaMar W r�1::O rPa � tYtc xm Po r�rT mm •aC " ' � sPI. Mali -fuLL CaNVY W rM1 vwI wm[ mPAeP[ a env u>r mL ffi aV EraPi¢ 6 e. � 4'EeE CAA oaooE s1AR � � �mia�aYO� _j ar .1 9 4M J NEAT LOSS CALCWMM U �zaL E-- g .. V ne u. Fz4O -a W G a0 Z I zwa 2 � Z oZ. . �AaowP R O..NA OR P.E. APPR - STAMP. y W.W m `o z W U. �zaL ne O r G a0 Z I zwa 2 � Z . �AaowP R O..NA OR P.E. APPR - STAMP. y W.W m nn U. W p F Y20 �( Z ' mmi_R emrow W :ADC �_a � O S Z O O O O D yl�P Sy W CyiA� W A' Q m w.0 . rPOI arena o O w�.o OF tA . ... p TxiiD PARTY APPROVM. STAID .. o.a roo O La � P Ymid ai meoai P' O Q i ' � uPa e0or y �. O�{. sneoaiR Epoo�•p � . Q © Veor J Q it o0 KNCNEN 'A o u , Slid - c e C . MICNEN -E•. KITOIEN Y" . O O aaa v.a m•. - n qa OO s A � Y IANp KITCHEN T KrtarN -r R a Y IYO� I i^ T 0 O 00 KIiCNEN 11 . V>A uir.iF KNApv i uaAK aVP9D M NKU t N3 V O: PNpn . GKK(T3 Wi Aa AP4m m KNWIKP N RV1YA -. .. 3 qbE ant6 wT V WT[PY.W1<Ka YaluV 1KN1 Na VKI AO<m � lu.� d [aC�aiNO~fA UOYYI R IW OV L Nl ot�MP W [TS �3 N MG 6N[P 00 R t , R a e zs NIICNEN -O aTCNEN 'C n a o 03 O b na 3s a R R KMEN "G NITCHCN 'N' F�4 . o tp KIICHEN -K KITCHEN i' a TP R R 55 a's G O KITCHEN -W itPKa mT ELEVAMII S1ATE APPROVAL STAMP i Qp C C j g o u r.k_" a � oaf z C, a m s m C . c RA, CR P.E. APPROVAL STAMP ,�PPF.O 7 e> OL. y . �.L C FOF NE TNWO PMR UI s W U F a ' O� z O a z a r n O �Einr a P?m M1n w N W -WV W �U� lwJ d z � Y H L/1 6 � w O V 1 O w Q z zQ O Y w, H Z 00 Q O F � z. b'1J W N (D QO Z J a.a In a � o F- W � O W � E9 S f i � III INN fn O xn xn :n fn n xn U 10 fn S - ®3a¢'! B +: L( xb •n -- STALE APPROVAL STAMP Qo k : oa 3 n ~E d ^z o "r • `� a o u 0 Q d D oZ Cy6 a ®a � fn xn xn ® O fn R.A. OR V.E. APPROVAL STAUP R, 707. E® m a w x aA a yam} OF NE tat E� °'1 # 0 MINIMUM FQTURE CLEARANCE uwD PAM APPROVAL STAMP = s a m J � W 0 u � � u W n 4 f` R N ^ Y b p ?4 on C �ti^N 3 HW w� 4 Q W <IrLL y O U O L C 4 LL� y ? C I 1� 0 J t` Z O W Q z z< or W .1 4. Q O F � zz W 1al � W u, m Zo' z ac V_) S Z r< z,w- Wo l� o� O w�' � a E o IMs o 1'R]It�'fll SIAIE AMOVAE S1AW m g e U O o r !� to Z0�7 {ONN o i�yZN @ W m D Y n d o z 1 a C, �4 wcKN if 1 I RA. M P.E. APPSOVAE SLAW 5�`PEO nrtey� . y�5ewr 1'171997.: 2 aT �• N 'T OF 14 onx - i v Dort u w, sc m ra ocn sxort no Avanwr .odx S [• v�itss �r �[�xna/rt�is' xam a use Irm w rl ivw[u AnoaN cuvArol V) Z W 2 � U a Z O ao CL O ¢° Q U N {---kr J m yr'iNr Z d N n e�O4�4 O U O ood W N J O aC ZZ O W 4 4�2 W � W [O a 0 ...... .... JW W m O F O Y52 �aa O � r r 2 �r< ED WIN W i p W O j V�TE A ROM SU� O 1 G o A o z 0 E RAWPI.AfTR XSIAMP a � OE AR . O Y NT O Of Ld 7T iii 04 A, m O cr F 1. 0 0 LAI z z oo,- z z WNn o ce >- oz , -T n - Z - < <xz --oo col _u. �zz nw, 0 Y z0 v c>�- Q -mc> O O iii 04 /- sAIE APPR AL STAMP - ,n'P,WAAA, rMAT -1 / (vAt ow av) Z d W nK ES Y". e O _ c s Q'. Oo .. Z 5 a ptzss v a a O wo o a 00 4; J CL O r !• - o Z 5 m ti 0 E- rr oµm•f,9W(� .. fA rd ). Mm W) PT,v wY W) .. -. 2.d',p M. °O F =ten . R.A. OR P.E. APPRO M STAMP N m U v O 50.lyr - FOF N. 3 O o ° g f7 _ "D PARTY APPRWAL STAN H ❑ SO_t i Ell"'. Duo ❑❑�� � � - C, nP,ca nTa4x EL[V:,IOM ¢w z O O w WaZ � Z < 0 (3 :2 a &0 O Q w. W F z o o W Y 'Z 2 m. ON r. Z�O r :2`d'4 DNS O ='o I z in • a co W'vr w�°o o'� IIK Vd1 STATE APPROVAL STAMP - Y IIK N F LS 2 c IIK ilA�r m. ur ,OII a a s•anI Am ! K'°O lures .A/iK OR , IK I I cool r , IK vnI TENF • g o O Q § Qe IK I'�. r IK N1 _ eAwm J I Vr 4iK m° • r r,, IIK MIn I IK m - VpIT � ° r a.. � $� m CL d d o w $yy rte. �•m �7 g_Z �. m W g 6 � p oC . r .1 raw I IK I IK y�I 9 N I Sp p� � ��n•. QZ a I IK IUR -� G j O' d o z r nK IOR IIK na - ®uas . - z o N -o z w < .I IK o 0.A. oR I IK IO9 a r IK �p NI 10M J IIK O N m IIK . z i ° d 2 11/1' IIK r c.n - uy' rmi rewlo R rrm �°I° s w rPRI.a.s � Ivawlr ruin. ' _ 000.o ra As aMl us» 1--• Z. AR� - . alra 'Tf OF" -- 7K'W PAM APPROVAL ST-P FMTOPFM AT arR I�w�emes 1p{� .1 ._ TUB AND SNORER 1 0 -.. 5 Zz O O 11 az Iza O'G M CC o.W a . Q � Z 0]Q O' _U0 y�j W W c¢J°10 Zr Q O Y z ram: i N 2 . wra CC W LA IJ'W p 0 7 WATER A�IPNY NOTES STATE APPROVAL STAMP 1. ALL WATER AND GRAN LINES ARE STUBBED TIRU ROM DAY. FOR FIELD COMPLETION. i ALL POTABLE WATER LINES ARE TYPE V COPPER. v RODENT PROTECTION SHOULD BE APPLIED N FEW AT WATER INLET WALL PEE TONS J . - CONNECTION, TO /2• SHOWER LEAD CONNECTON 7 1/2- 4. ALL VALVES ARE CAVE OR ONCE TYPE ALL HOSE MISS ARE 3/1' NCN -fRE -i TYPE OR DRAB! VALVE. A ' - AND SCALD VALVE SHOWER NERD 3/4• ER . WATER WATER IS SHIPPED LOOSE. AND INSTALLED 01 (ITALIAN FOR FULL BASEMENT; INSTALL NS b R PLUMBING ACCESS PMEI� ALL SHOWERS ANTI-SCALE VALVEI(-CWNECRONS ALL SHOWERS N vANtt PL% BY FAD1INiY FOI CRAWL OPTION. ° I YY 3H -d5 1041 r AIR O AYBfA r PLUMBING ACCESS ! I 7 7. NO PLUMBING IS DOVE IN FACTORY BELOW 1ST FLOOR. CONECROHS BROW FIRST ROOT Br NNDEF ... .. . _ -. ED ^ O E a DMA ILI XQB I 1 PANEL 1/2' 3/f AIR / FIELD PLUMBING TO BE APPROVED LOMY t FIELD TESTED Q v ° !!! 0 ni `I/2' CHAMBER PER HIS CODE W7 BEFORE CONSEAUHG. 2 _�, - CONNECT TO E- I 1 VSALOVE I � X1/2 /. PLUMBING' WALLS ARE NOTCHED TO SPPORT HORIZONTAL PIPING WIRE! REQUIRED. Y. N c] FMSKD FLOOR 1/2• I' 3/4 NOT 10. EQUIVALENT FIXTURES A MECHAMCM EOU UD47 MAY BE S BSIITOTED' F NORMALLY FURNISHED OR SPECIFIED EQUIPMENT IS ItUYABAKE. ION- > °,, HOT ' HOT FINISHED - T . W a e G, n w SN FINISHED Rom VAL VE ` �- . \ FLOOR VALVE COD TIM SIEO 4• „ FLOOR 11. ANY VERnCAL COPPER TUBING TO BE ST)F OWTED ,' -0. O.C. BY STRAPPING.. 12. COPPER DISIf®UTION SIPPORM AT NE BASE A' AT EACH FLOOR NOT EXCEEDING 10 -0• N�„ > � D: a a Q 0- COLD COD ON CENTER (VEATPAL} MAXIMUM EVERY 6' -0- (HCRoONTK) ' IL WHERE CODE PEROM SHUTOFF VALVES MAY BE INSTALLED BELOW FLOOR MN ACCESS m ' ' 14. 3/P MINIMUM HOT k CAD MAN SPRY LINE TO BE USED (1• FOR 20 OFUrS AND OVER) WITH 1/2: SUPPLY RION MAN SERVICE TO INDIVIDUAL RLII.RES i @aS }W S �• .. INNS , r2 TUB/SIOWER .SHOAEN Nor 116/1WBRPOOL/GADEN RIB.. IS, FLOOR OENERTUTgK FOR. SUPPLY ARE 10 BE FIRESTOPPED AND BLOCKED. N. FEND WITH MATERIALS EOAVALCHT TO CON510.UICTIOHN MEMBERS H.PENETRATES AND BE SUITABLE TO PIPE YAMMM_ I m g ° 16. Mn -SCAN AND/GR 11HERYK SHIOCN PREVENTING DEVICES SMALL INSTALLED N THE WATER SUPPLY To ALL SIDWA AHO SHONER/BATHNC FILTp(S [MIT (K)) pa a w n _ 17. HORIZONTAL COPPER PIPING SMALL NOT BE SOFT COPPER. .- V, chi - 10. SUPPLY PIPING NNNFATED AREAS (OUTS ALL OE:W' S k DRAW SPACES)..9ULL.K m t o -,�R CONNECTIONS TO 9NK RHMHE NSUTATED. PPING'SMLLBE KEPT OJT O" UNHEATED AREAS MERE POSSIBLE. .. PLUMBING fOTIR( ACCCR PANELS W6L BE. PROMOED PER APPLICABLE COIFS Z < O' b CONNECTIONS TO [r VANITY FUI 3/4' AN �IAYDDR SNVTOFT VAL VES .. -WAT ECROH. TD r WAIER'CLOSET' -WITH d5HNA5HUR / 1 /2_ OPTION ONLY IX. 9. FLOW ASST NOTCHES WAY NOT E% ®'1/6 GF JOST NOTON'DEPTH AND MAY NOT. OCCUR IN MIROLL 1 OF SPAN HOLES WY HOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR 2' IN FROM EITHER EDGE _ ME = F� n FI SKIT -Oi 1/2 . YKVE-- SALT -OFT Hp011 UPS I/ .f9NTOF VALVE SN /' / �JI4•AIS�: HIGH VKV[' DR OIAY'ER. 1/Y' _ SIL'.C'OCKS k NOSEIBIBBS SMALL. BE' EOIPPED 'WTH'PE7WANENT:VACON- BRENFERS' 11. FUTURE VEHT FOR BASEMENT YODELS. WHEN INSTALLED T(1 R CAPPED AND .IABERID. FACTORY INSTALLED, WATER HEAT M" SD,ONLOM.W W CALIYLI.MIFN: EHELDgp. M ILA, OR PE APPROVAL STAMP' O p C, v `.• O W NOT VALVE . 1/2• ACCESS PANEL IS SUPPLED. .. cc,- y, HOT OLD ALL MATERIALS AND MAWS ARE IN COry7AKE WITH ACCEPTABLE STAAOMD& . COD NOT 4� Rey SD N PUNT PLUMBING To BE RUGGED OR CAPPED FOR PROTECTION DUNK TRANSIT. - F1� _ CCN VALVE 4. ENVIRONMENTAL CONSNVATIOt WATER CL06ET SHALL BE 1.6 GAL PER FW9F.YA1C. . iD6S ED . UHS N FLOOR CONNECT TO IOTCHEI SINKS SHOWERS t LAS MAL 25 OPY MAX AT 6O PST (NYS EC UW) [RS. 38-12- SECT 18-0314.2(0443. . . 0N91W Z& W.G. BALL CDC N MEET N.Y.S 902:)FL 2L LEAD CONTENT IN SINGER k FEW FOR CCPPER TUBE JOINTS SHAD BE LIMITED TO 02% -- . - 7. HOSE SPRAT (E 91PRIED) FOR SHOWN OR BATH SMALL HAVE A INVERTER THAT WEN WATER IS SHUT OFF REVERTS TO TUB POSITION k PROVIDES A VACAM BRIEANR WHEN 95�L Y4 j p ALA FN ' ' UMBER VAORN (L0 BATH SPQR THEATER) OR SMALL BE PROVIDED WTH A VACT M BREAKER ¢ _ A - �{�y/�LJE�{/ . PLASTIC SPRY ME [EKFPT ALTS ALL SUPPLY LINES MUST BE COPPER1 t LAYS NCLUON CLLTRED YAf✓BL[ LAYS ARE ALLOWED PER RS 38-14 [TIT �T � BATHROOM VANITY CLOTHES WASHER WATER CLOSET MOAN Bw,"WASFER/D®OSAL .OATH ALBS t SHOWERS ARE TO BE USED BY AN APPROVED ANLNCT. JO FOFNE� MOTES 1. WATER NEATER INSTALLATION SMALL MEET WINS. OWE _ 7� ^� 902.6 k IM ALTS ENERGY CQlBERVATION CODE TAKE TERM"" ' DON PARTY APPROVAL STAMP 5-4 OR PMT 64 MARGINAL STANDARD PLUMBING CODE 10.16 (SAFELY BEVXE¢) E1KIUDLT,YAIFA!ue VA- BRFM( -ATIONS - 1. PVC RIPE AND RTMIS - SCI@ 40 ASTY (1765 -91 AND Am D2466 -76 ... -- . 2 PRESSIRE TEIPER�RW2 RELIEF VALVE SKIRL PPE TO TEMPERATURE : . 2. ADS PIPE AND RTTNGS - SC HM D ASM 0527 -65 18 -1902) AND ASTY 02468-90. A VISIBLE AIR W AT FLOOR N THE SAINT SPACE AS- SHUT -OFT WA70 EA HE T WATER HEATER. WHEN WATER HEALER FIRST !. ABS CMEIT -ASHY 02235-80. A PVC CEMENT - ASTY 02564 -91¢ i .B W OR VALVE ERA SHALL 6E PROVIDED 5O k ITS MN AL AIH SE TO MATCH COD SMALL PPE BELOW FIRST ROOK (OUFAN RPo \VED'N S PLASTIC TUBS: ANSI E24.1 - 1967 W/ AMENDMENTS to-90 AND 15-91_ 0. GEL CO, 1FD OAST -FIBER REINFORCED POLYESTFA RESIN. �SgD RANT TOR SECOND R00R WTS SNAU. WE 3/4 SPRY UK TO HEATER 7. SNOAEt AND S/10EA STEM,: ANS 2t2t2 t987 P/ 1124.2P-90 It DISCHARGE INDIRECTLY TO A HAZARD.fR E-POINT. 7 e NOT SPPRY / ACCESSIBLE 3. NO NEL' WIT HMG WATER HEATERS IN OR OF SLFFPIINO 3/4' COD SUPPLY. SHUT -6F VALVE 0. STAINLESS SIM FDTURES AND ATTIE __1987. 9. VITREOUS CON FOEIURES ANSI 111219110-1990 10. TEMPERATURE AND PRESS Rf RELIEF VALVE 150 PST AT 21T F ACA CGA LISTED _ IIPM�A�H BATH Q TOILET ROOK PROVIDE DOOR ON PANE. ANSI 211.22 -80. 2 LARGE ENOUGH TO REPLACE HEATER. DO NOT RACE FINISHED A MEN. H. SOLDER ASHY 832 -93 ACCESS TARO CLOSES. SPACE .FOR WATER HEATER P FLOOR - C'AP SHALL BE PROVIDED N PLANT. INSTALLATION STALL BE GRAN t0 NO PROTECTED FROM FRQZMG. HAZANOUIS RiNA® I. VACIAM RELIEF TO BE PRDWOED ON COLD WATER SUPPLY LOA 3/4' MET WHEN RXMa OUTLETS ARE LOCATED BELOW TOP OF 1HE PRESSTU ( RELIEF WE . HEATING UNIT AT FINISHED ROOK :^ W / IYPR'AL V.IIFA NEATER INSTALLATION INEI WATER NOTC MATERALS FIXTURES k EQUIPMENT SOALL BE �1 NEATER K NOT INSTALLED IN BASEMDR N CWPLIANFE WITH HYS COME PMTS SON t 1250 ' Zz O O 11 az Iza O'G M CC o.W a . Q � Z 0]Q O' _U0 y�j W W c¢J°10 Zr Q O Y z ram: i N 2 . wra CC W LA IJ'W p 0 7 r F STATE APPROVAL STAMP - - OWN NOTCZ L AU. WASTE AND VENT LINES W MODULE AGE PVC PPE 2 RTCH ON HORIZONTAL WASTE UNES 5 1/B' PER FOOT FOR 3' M PPE 1/6' PER . - FOOT FOR LARGER THAN 3' DIAL. 1/i PER FOOT FOR LESS.MAN 3' DIAL PPE '. 1 WASTE LINES WSTNL WIE W/ CIFANWT PRIOR 10 OPTING WALL FOR COOECDOI TO :TEE 1/4 BEND T RU R� - TEE TEE TEE TO DISPOSAL SYSTEM. : 4. PVC -OWV PPE. SUPPORTS AT BRANCHES. CHANCES. W BTRECTION AND AT IHE BASE. FACM BOON Mp WD STORY (VERTICAL) WOWM EVERY 3 -0 AT ME ENO 6 OR M CHES, AND O NGDON OR ELEVATION. o 5- C m E. p e -- TEE - -- - -- - - - - - CHANGE C . 1: YIIIIMI MAN WASTE TO gPTlt (BY BURDEN} _ 0. E EL ' - S'PLASTIC PIPE SNAIL NOT PENETRATE FIRE RATED ASSEMBLES IN0.UDMG FLOOR /CEIUNG O 8 lepY WASEII S-TEE )IOTCHEN SAIL ROD AM PiRNG SHALL BE FRESTOPKO WERE REONRED BY N.Y.i CODE PMT 717.4 OR 739.6 MM MANORIAL EOIVAIEIIT TO CONSTRUCTION' WIICHAT PENETRATES t BE SUITABLE TO G • -ai (DQIBLE SAN -TEE I SAN -NE PIPE MAIEPoAI ICYS CODE MANUAL PMT 4. PGS 30-31 OR USE METAL PIPE FROM A O LAVATORY_ WIN BACK -To- - I YW OF ABOVE ASSEMBLY E DOW F_Z Q L If (F? A I SM I I BACK FUTURES Co. .S H 6. EACH DWELLNG LIAR SAL HAVE ONE MAN 3 INCH LWN. STACK FROM BUILDING GRAIN TO A00'.E ROOF. .. w O^ Z' n 0' LN E oe STAIX) 1 (BACK TO -BACK uvA1O1T IAN. PIECE FOR P -TRAP a. WET VENT iFMI $ I NSTAL3ATIO IT n ' 1t1 i 7. ALL TRAP ARM$ MBSf BE 91PPdt1ED WIM Ji, ~W BEARING �.> a. `J ONE D.F.U. ONLY TUg VIER J WATER, STS P O+AP� OR �0 H S. ALL PLASDC PIPE MIST BE SUPPORTED AT INTERVALS OF NOT MORE MAN 1' -0' HOIZONTALLY WSRAU -ED PLASTIC PIPE UNDER 2' SHALL BE SUPPORTED AI S -O- W N Z u) -� F w T o y P -TRAP CLOSET SpWER P- ana INTERVALS VCRIKAL PIPE SHALL g SNPMIW AT 1' -O. Q D, 1. P+ -_ - -- - -- - -,— - ROOa 9. BASEMQFI. MODELS SHALL BE PROVIDED W FACTORY wM A 21x01 VENT TO. BASEMENT STUBBED BELOW FIRST FLOG{ THEN CAPPED t LABELED. BASEMENT VENT MAY BE J @YY 6 0 - SAN -TEE OEIETED WHEN CLOTHES WA51ER B ON FIRST OR SECOND, ROOM s IL LONG NRN- CLOSET 1/1 BFIND 1/4 BEND 1/4 BEND TFE WIE ! 1 ,BEND LONG. SHEEP p -111 LONG P -TRAP 10 HORIZONTAL TO HORIZONTAL ! V4RiCAL 10 MONZCHTAL DRAW CHANGES W OIREC110N IL S a / lCHO S'AE SHALL BE 45 09GIUM WES LONG SAES➢ ELBOWS, LONG SWEEP TM 6M.. BM OR ION BENDS. APPROVED COMBNAIONS OF THESE OR EOVIVALENT LONG SWEEP FITTINGS. SNORT SWEEPS PERFMTIED W SINGLE BRANCH HORIZONTAL To VERTICAL CHANGES IN DRECDON ! ON 3 INCH OR LARGER y O V Z- S C, E I/4 BExo LONG TURN 11. DISHWASHERS CANNOT DISCHARGE INTO GARBAGE DISPOSALS. DO DOUBLE 1/4 BEND SEE NOTE 10 WYE WM LONG TURN BEN TEE WYE - YVNT F%IENSON H1 RAPS STALL BE FIAEED AS CLOSE AS PDSSOE ,O PIXNNE,OITLET. MA—M 1EHGM FROM FIXTURE CUnET TO TRAP WEIR 1S 24 - o Q C - MAiELSER'... • 11 NKCESS NE- TRAPS STALL NOT. HAVE U OONi CLEODUH!T M MPJ TS . ACCESSIBLE G ��"jj REDIN ER {OCWRS TRAPS SWL BE REMOVAOE'wM UNION N TRAP 'SEAL 09 HAVE CEANOUT.OPENNG HOT TALL TO VmlCAI AND'VERTCAL M FORIIZONTAL CONNECTIONS. MuN tY BELOW .. ROOF. I4' -RI) SAME SZE AS TRAP. _ It ALL HCIZCNTAL `ENT BAARCH PPNG SHALL BE LOCATED A'MWMW OF IF ABOVE . (SEE NOTES /10) TINE FLOOD LEVEL O TIE RONEST FIXTURE N THAT B 1, NM 11'MA%YIW DWANCE:OF FIXTOE'TRAP WEIR TO:VTNT:SNAl BE .. I I/2" PIPE ... Y -W. 2- PPE = 5' -W, 3- PPE . C -O'. RA OR P.E. "APPROVAL STAMP . - IC PLASTIC PIP04 SHALL BE PROTECTED wM 1/16' (15 GAUGE) STEEL PLATE VINE/ PIPE PASSES MRU YOW LEIBERS TOSS THAN 1 1/4 INCTIES FliOF EDGE a MEMBER. _ 2+7 OWY PPE IS SIZED ACCORING TO FDCNRE LOAD. CgUBE Fl% DOUBLE W wM LONG NiN 16 NOTE BALI( TO BAC( HOIZONTAL TO VERTICAL FIr11NG TO BE LONG TURN (DIRECTIONA) FITTING NM I /B' iEE WIE FlTTWC. " 19. MECHANICAL (AUTO) VETS ARE CSAPPROVED. ' /4 BEM c DING SWII➢ OR - ' 1/B SHORT SWEEP . AO.L BE USED O GE O? TOR OCAL COHNECTpNS THESE FlTTING SEE NOTES) COMPLIANCE LI USED TH STATE CO ES 'S 'SEE D) DRAIN Fl %TUNES IN COHPLANCE MM STATE OWES (SEE NOTES 1 20. FIR ST FLOOR FISMRES STALL CONNECT INTO HORIZONTAL BULGING ORAIN MORE THAN W PPE NAMETFRS DOWMSBRFAY OF STAGN BASE ! NOT COINECT ALTO SENND FLOOR. oRADN s,A «. 21. PORTABLE WATER SYSTEM SHALL BE GISNFECIED BY 91E BY SITE BUIIDEN FOR ALTS CODE 902.11 AND LOCAL INSECTOt •: M MVN 18 A / 0) /Y il9 OWPLON VENT m- Y W11T y � LONG RM , LONG TIINI SHOWER /Y em 1118 DRAM PIDOR y TEE A.SPD DRAMS TO y Rona 1 I FLOCR �-� NON- NAZNHWUS LOCADpN H 11/Y LiM W RGON NASIER/NAN R HEATER PAN USED WHEN CRAW, y IUB/SIONEIR - CLOTHES WASQ SPACE OR USED WHEN EIRIM IS INSTALLED 910YER _ 3/4-.OSIW'A511ER OR LOPED TOO/ AND SECURELY FASTENW . TO COUNTER OR WALL ' OR NR W GARBAGE Y P- • FITTUN: . WYE -BUNCH FITTING ON 2ND FLOOR WSTALUTION AND YEATIHFRPDOOFWG 1 1/2' VENT PER MANUfACIURERS INSIRUCTONS Y YFNi ' MNwuM sox DRAws Y AR CAP SAN. . fW151FW 1 In" Opp5HWA9HER Y mAP DETAIL 4TCHEII BHKADlSNA%Wyb6PD5^L WATER.QI N i I 1/Y vdi vABTr '11/Y DRAW SAN TEE " 11/2' RUSHED. FIDOR TRAP UNROOM VANITY Y MAN VENT ! M.C. VENT DBL AS INCURRED � MT E TEE' F FOR URRC.BASE - U04T FIXTURES 7A A FOF to a s N E J_ F Q - W _Z ¢ Im - H Z J a r^ FN za.YOo !Z- n Mmi vv Vim. GA >t � U O Ln ! M.(CAi VENT _J Q L'' Z y0'0 W. �za Z W Q.. adz I- W W GO uF M. Z. W p W O'N GO YZa Z' ::Em(f) J a W N S W GO W OP O w ME ic LAI O. RANCH OPTION I l dart Mu root In I I I rm .srNim n rr � E y�` s An 4 OWV p1AGRAY. A °t1b o_,Q im cerium n nm _ APf . RAM RANCH CPLCN . 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PE APPROVAE..ST/ OINO PMTY APPROVAL STA1® \ \i \ 1. y WATER SUPPLY DIAGRAM\ \\ \ t sm1 MAR' 18 07 w ,� < °° Z '�Ch/�. 0.1y `e 9 W. o W W o Y S TF OF NEB Z Q CY w m - _N Q J Nj 2 U CL Up c 3 d' J' d w J Zz oprr w Z N n 0 0 3 C, 0 ZANY SmT-^ Z 0 J�W C��n �m.m vx c i 0 m gt -� W��. O Z O .0 W W W ED Z -- 0 Z W N S O d MAR' 18 07 w ,� < °° Z '�Ch/�. 0.1y W. o W W o Y TF OF NEB Z Q CY w - _N Q 2 U Z Q 3 d' .:i W FASTENING SCHEDULE MALCU G ELEMENT GYRE OF FASTENNC NUMBER O LOCATION ' SOIL RAE T STIRS NAR. 3 t/4',131' 2 DRECT TOP PLATE TO STIRS NAL 3 1/4',131" 2 DIRECT DBL TOP PLATE NAL'3 1/4•,131 16' O.C. DIRECT 1/2- DRYVALL TO FRAMING 1 1 II W RING SIOC 1(f 7 a" HEADS PUi616 O.L la wain 16: O c FETD WS SEE NOTE 3 F NO PfN NS 5/11- OR TO - GLVE EXCEEDS AFG-01 pN 9 16 Y QL OFECt SEE NOTE 3 1 7/8• LMG 0.0915 $MAIN 14' HEADS. Y 00 -E , SOEV15 FOAM NOTES PER NS - RYM000 OR 7/16" OSD 0.68 EDGE � '. I6 CA STARE 1 FIELD Y O.C. FEND 3 HEADERS NAL 3 1/41.131- 18 QC. STAGGERED 2 1/2- GVP. BD. R -13 F.C. INSUL . DIRECT END BER K I z s 18 2 Ai TOP GE BAR O w911A110N ro STUDS 19 CA STAPLE (8' 0.c- NA . WOM TO Ca. WALL 3 1/8• FINISH I6' O.C. DIRECT ? ALUM. SBBNC OR SEE NOTE 4 BELO. EACH WALL 511A VINYL SOM 0 16 CA STAPLE T AT. WALL i0 RODE NAL 7 1/4 ",131' 12- 0.c DIRECT K MON- BEARING WE O WALL TO FLOOR NAR 3 1/4 ",1St" 16" O.C. DIRECT K EXT. WALL TO ExT, WALL NAL 3 1/4,131• 10. D.C. DIRECT W NWALL. TO' WALL NAL' 3 1/4 -,131' to• O.C. DKCT WALL TO. NT. WALL STANRG ORK. NAL 3 1/4',131" 2 ♦' O.C. DREG YSTYNNE TO -EX T. PER MANUFACTURES PER MANUFACTURES.. SHEATHING_ INSTRUCTIONS': MSTRUCTIOMS W- 'HAD- W(R'iFA1f10 m I FOY ODM P NIE 2'3/6.1113' 6' O.c DIRECT T 70 INNER T NAN CNE HANGFRPER M_S D JOIST 1 7 18'.10 CA MLS 10 NALS PERT 10 INNER. -- p','JOST .'..... HAIL 3.1/4',131' 3 DIRECT' ER•SW NAIL 3 1/4',131" 3 DIRECT EACH JOIST : -RAND JOIST . O INNER BAND JOIST HAI, 3 1/4',131' 12 O.G 5 AGCEAED p1ECT � BLE JUST NAG 3 1/4',131' 24A7 lam (AMCJ015 . 32- L 23/32- OS CLUE EXCEEDS AFG l 901 Ol ALL WMERLAYMENT 1 7/16'.2' I6 CA SIAPI TS r ac DIRECT J1315T5 70 RAG SHAN( - EDaS 10' 0.G FIELD DRYWALL TO ING JOIST FOANSEAL SEE NOTES PER FOAMSAL MSUMCIOW 1 71E LONG, Q0915 NAILS Y QL [WELT Ew 5/8• "ALL TO CEILING JOSH SHANK 1/4• HEADS Y 0C. FIELD. SCRM 12- C. 12- D.C. EDGE AREA FOAM 5 NO f INS O 1/2- PLY. O 7/16' OSB ] 16 • 16 W I 0, G ED O 16 CA STARE e' D.C. FIELD \ FELT -TO SHEATHING U DAILY STAPLE CA 24' O.C. DIRECT ? SOM15 TO SHEATHING 1 • H 6 G STAPLE 4 EACH SHINGLE U DIP EDGE TO SIEA I ' I 16 W V. STAPLE 16. 0.Q DIRECT TRUSSES TO W. WALL MAR 3 1/4'..131' 3 TOE -NAIL CILNG BAND "ST W MAR 3 1/4, TOE -HALED 16" ad PFRMETER WALLS .131' 13.00 1, FOAMSEAL. GYP" ETINI - APPLIED N ACCORDANCE MM THE MANUFACTURERS NDM STMIIK 2. FASTENINGS OTHER THAN THAT SHONN ARE N CMPLIAMCE MM STANDARD ENGO4RNG PRM`UM 1 FOAMSEAL F21oo OJMFORTWALL APPLIED PER MANUFACTURERS 4. 711W .p1 1/2' 15 GA OR 7116' . r 16 W USE REM 3/4' Par- STYRFIE S USED O IER WALL SHEATHING. & U91C RESERVE5 THE MGM TO SUBS11TUTE ARY TWINING TO EOIN. MADE AND SPECIFICATIONS 6. MASS REQUIRES NS1RAilO1 TO BE STARED f O.c 7. MEM FASTENERS ARE OPTIMAL YNEH FOAMSEAL IS USED AROUND OPEA R & 1L E ELECTRIC HAt S INSTALLED M EXTERIOR WALL CONSTRUCTION STATE AF9110VAL STAMP. I INSULATION SCHEDULE: I 4re, 2.4 EXTERIOR WALL: MrN ] -I -iT R 0 MAT_ R o FRAMED 2x6 EXTERIOR WALL & 3/4- POLYSTYRENE: (NOT APMCABLE TO PART 5 OF RYSE.cQC) AREA AREA. R O INSUI. R O FRANEE INSIDE AR FILM 0.68 DO � '. i AREA AREA 1 /Z" GtP. BD. R -11 i.G. 1/2- GVP. BD. R -13 F.C. INSUL 0.45 1100 Q451/Y 0.00 GYP. B0. INSIDE AW'�FLM DIM 0.68' P4SUL h1 FRAMING 16' O.C. 0.00 4.]8 7/16• RATro I/r GYP. 80. a45 OAS T 5 /e' T-1 -11 0.77 OTT 9EAR9MC R -19 F.C. INM: 1900 . 0.00 -1 -11 a4 S1 0 VINYL SONG 011$IpE AR FW Opp 41L am 4LL R -19 F.G NSVL 2x6 FRAMC 16. aC. 7/16" RATED SCATHING 0.00 Q57 7.14 057 I6' O.G 'R• VALUE 15.0] &45 4" VINYL 901RC 3/4' POLYSINENE wNYL SUNG 400 0.00 4.OD moo (066•.90 (155•.10) OVER All V' = QO7s STYRENE OUTSIDE AR FILM OJ2 au OTER ALL " , - 1133 M SAD O IF VALUE 24A7 lam I6' a. (,YN,90)4(.073•.10) OIER ALL V - 0.042 2x4 EXTERIOR. WALL R 01X510.. R 0FRAMEO 0V01 All 'R' - 2168 (NOT APPLICABLE TO PMT 5 OF N.Y.S.EC.C.C.) AREA AREA EXPOSED ROOF /CEILING4 ' ' 1 %1" INSIDE AIR. 8117 1/2• CYR. D0. a" 0.45 0.66 045 R O WSIIL. R O GRAM R -13 F.C. R -11 FG R1SIL 13.00 am 0.-30 e AREA AREA h4 FRAMINKD I6• nC. 0.00 F.G. RlAlL. � W90E NR FILM 0.61 0.61 A_ 4' VMYL SONG -� 7/16" RA1FD }/16" flATFD SNEAIHWG VINYL NC 0.57 400 0.57 157 0.00 I /L/7E171A11 W1LAE .V0. FLY (I) LAWN Gw. 0.61 0.61 SHEALING OUTSIDE VALUE i0.1J I� 6a, y (1) uYQt R -3 NS 1a (l) UtER R -JO F.G X90..]0.00 b4 FRAMING I6' O.L DJ1D &3 IS]] 1u a4 mo O 16• QC (p6]•.90}.(.166•.CO) OVER ALL V- - 0.0]] . 1 GYP. h4 BO7TO1 'r VALUE 31.6] 2LP - " OVER ALL 'R' . 14p0 OtOND 16" O.C.. (p,T1..90)<(.041nt0) OVER ALL V - 0.072 OV ALL. 'R' . 31.25 2.4 .EXTERIOR WALL & 3f4- POLYSTYRENE: APPLICABLE (NOT TO PART W/ ELECT AN NEAT) 5 OF x.SE.C.cL R O INSLL AREA R O FRAYED AREA EXPOSED ROOF. /CEILING: GTP. D0. NSIDE.NR.Fw a" 4a6 R 0 NSUI. AREA . R O FRAY AREA - 6" RATED" . 'SpA/HINC 1/2' GYP. B0. '" 0.45' - 0.45. P R -1] FG '6CS1C: R-I3. F.G NSLIL. 2.4 rRAMINC.16' ac 7/16' RAtED.9REATHNC 1100 am 057 am 4.36. 457 FG'NSVL INSIDE AIR FLT/ WTSIDE AWI (I) LACER 1%2- GYP.'B0. 0.61 a" .0.45 0.61 461 0.45 RA'. OR 4' -YL SKWG .3/4' POLYSTYRENE 4.00 4.00 0.00 (I).UVER 2)UYER R -19 f.c WS' h4 FRAMNC -IC O.c'. M00 4QIl M91 },}Z . 3/4• POLY- S1tRF1VE" .VINYL ApNC W15EE AS FLM .0.00. A.IZ 411 IJJyy G1P. a4 WrtpMI.. 'R' VALUE . 39.67 ]291_ '2x� 51V0. a "N'-VALVE, ' .I&BT ' .. 10.25• ONRD'16': D.c, 16 4LC. .. (OSI•.90)♦(.09h.10) OVER v' . 0.056 I.O2Y.90),(.D]0•.10) OVER ALL OVER ALL'R• V - 0.025" . 4000 . OVER ALL R• - CBOT 4 F cc e _ �CC ro q WE Qi 2x6 EXTERIOR WALL: MA r -I -n R 0INSIL R e FRAMED FLOOR: APR 0l'W7 AREA AREA 19/32' RATED R O 1NSLL R O FR (AEU ARC 1/2' GYP. B0. WSME AR r1/4 468 aye .�91 ARN1G AREA AREA ytE &M4 AyAF R -13 f.4 1/2" CYP. BD. 0.45 Q45 ��P...���,,,......,,...��,,�. ---III N90E AR FLIT. 092 0.92 W $ O-L NAIL M F.G. WAR. 19oo 0.04 r= EWI111EI'Y { R-19 F.G. 5 91EA1N61t I&O OA2 M FTTANNC 18" 0.G Q00 7.14 1 JrB iI 19/3 f.G WAIL 0.82 0.00 L S/2- T -1 -11 0.77 am y `X - Y 5/r ACING 0. O.qp R -19 FC. .. ae FRAN HC I6' 0.1 0.00 7.81 Q• MAR. OITSIOE AW FlLY ➢.92 ,4$d 9 O AM 2.6 SRA O (NUTSVOALEUE LIl1I 211 U] 61a hl0 JOS7 R' VALUE 21.66 IM47 A'F yL•l 16' O.G I6' ac OF NE (.w6•.9o).(.ne..lo) OVER ALL V'. Q050 '(O.N9•.90N(- OBS2,10) OVER ALL', - 19.61 _ . OYER ALL 'r 19.81 OVER ALL 'R' - 19.61 . 2x6 EXTERIOR WALL: R 0INSTIL. R e FRAUD R 0 NSA. R 0 FRANEY AREA AREA 19/32-. RAim AREA AREA 11IID PARTY MINIMAL STAMP GYP. DO AIR FLAT 0.66 - 0.68 SHEL"O NSOE AW FILM 0.92 0.92 ] /16• RAIFD 1/2• G P. W. M45 0.45 19/32- RATED SNEA III4G 0.82 OD2 SIEA9CING R -19 F.G. NSIB. 19.00 am R -26 F.G WAR. 26.00 am R -19 F.G h6 FRAMING /6' Q.C. 400 7.14 a6 FRAING 16' MC am 109 IN SA 7/16' RATED SHEATHING 0.57 M57 . MTSCE AR RW 492 0.42 ' VWYL RING 0.00 am R -26 FG 'R• VALUE. 2 &6a 11.75 _ r wxn SING - 2z6 mo 0 'R OUTSIDE AIR VALUE fRM m9 Z7 9.m a pl JOIST (.0349..90)4(.0852..IM) O•DR ALL V - MOO 16" nC (.p46..90N(.103..10) OvOR ALL V• 0.051 t5 aG OVER ALL 'R' .2500 OVER ALL 'R• - 19.68 9. FM NDIMDIIAL NOTES PART 6 OF N.Y.E.C:cc MAY DE USED MO CALCULATIONS YAIl BE PROwaD TO THE LOCAL RULCNG Oi1CAL - �a =c ga vi W 9$ J Z O p ¢ W nm 0t_0� 1 O � . 1 aor N ,E O W Z a�2. 'woo. ►� fO Q.O �0 1vF� :3: On O N . Y. c Z :2aa O�o CL WN W i.p 1=- W D O ' � I I 4re, a STATE APPROVAL STAMP tae O 21 O/C 9T /_ (FOR 21'. 2e 8 32' MODULE . T 2.6 COLLAR DE a J f0 ] � C t Ink A6t SPACE R -30 F.C. WSUI O 6 R.YWOOD GUSSET E • G OYT7iHANG BLOCK U G 3 �� o a2'le FcowRESVON STRP OPTIONAL �149 RAGE RAFTER pq' a 2C MOE . 2.e a .0/C SV /I OR SPFR a I"' 0/C F Z Y u 2e• MOE . 2a10 a 21• O/C SVII OR S`FI2 a ilr O/C 'N O ^�{ s 32w0E - 2Al2 O 31' 0/C SVp OR SPF(1 O 16' 0/C T>-' N i3 o i UTZ-,. : $ WNZ Er, ATTACH KIHEWALL TO - pOo RAFTER MEN 2- IN NAILS Q U •K 2a6 a I6. O/C SPF 0 /12 W J (ALT 2. SPF I2 a 21. O /C) VENT Q 20 YR, SEIf- SEA1B1C NBFROUSi CLASS C SNINCE .a T OR 6 O I6' 0/C SPF 12 AND 7j //1165' RATED M ROOF SNEATIDHC OR BETTER ( i o/c MTN RAFTER a zi olc) A z4� . 3 TO 12 PRE- MANUFACTLREE WOCO TRUSS 5/6• BEAT (AS AN ALTERNATE) 0 .1 NUT k WA R -JO F.C. Yl9A. W/ Y.B. S t AR SPACE PRO IRD'BY BAFTLES. AT EVERY OTHER N. L (BUSS SPACE ALL IAUSS MODELS Q_ SEE DETAIL- - - - /SIB FASCIA i ASCU 1 NNTED. —I _ 2a3 TOP PLATE t COPRESSM STRIP SAID GRAVE YIIRIW CV . < BARIBER 1/2• C. 2.3 SPF STUD GRADE 16•/24• O.C. M 2.e TOP PLATE SAID GRACE 1 /2• GIP. R -13 F.C. P91L. W/ N.Y. AND MASSACHUSETTS OY&Y� 1 R -19 F.C. WSUL, V.B. W/ 2.6 WALL • . 1/8• STRUCTURAL TNERMOPLY. OR 2.6 SPF SRO O C O 16'/21; .3 BETTER-EACH YO U E (ENTIRE LEMON) ° _ Y 4 _ _ _ _ _1 7--77/t6' OSB 4EAHOIC . RA M P . APPROVAL STAMP i- '2.e/LIO/2Al2 SPF n OR BETTER - . SINCE TV 23/32' OSB SNEA PERYEl1A BINDS . CAULK _ T /z• . e' TTB2U BEAT a I' 0.G ASTM.UMIS.TO SLL .:. - I NMI . • MEN I6A:NALSAC O.0 TOP ' - e "' 2'M. R -1e INSAL ENTIRE ROOK 3' O.0 ADM 2S:PS W4l UOAD,- . WMTAILM Ol-91E - S� TiNICER 1/2• "A Tr R -24 MN. W/ ETiCOBC M.YS. 1.12.10 1' STARTER SIRP FOR NNW. SUM ANCININ BOLES 2. SSPF2 21/20 MTH IS' EIIBELMGT OBL 2.B/2U0/LI2 SPF/2 OR SPF/! 2B/M/JI WO 2d TREATED 9LL RATE AT $•-0. 0.G BETTER PEROIETER BAIOS ' CENTER UNE 1/2' CONCRETE PAROWC COYER W/ BITIIYMWS APR WIDER SUPPORT COAIINc 01 17 . (SEE FOUNDATION) _. P� AA DAGNEE ED WALL BT 10' I . RAPS 'lE C DlWESN FOR 6' ID T7 1T♦ro(t♦E$$ i PERFORATED DRAW ALE •{ `- .. N BAR Cp1OB/JU5 N i Jp aWalt 1' OtAWl BED IC MM DEPTH FOR GRAY& SPACE 'A C CONCEIT FOOTING 24' MN OEPTN FOR AREAS REEURK ACCESS VFOOTING TO BE Y 1 PL 1 ML POL"'N" NE WPW TO MECHAIBCAL EIXOPYEIIT FOR SERVIWIO OF" INTO LMOSIURBED SOL -UPS 19MI, 60I -10.26 (TtACAI). . FRONT PMT•T APPROVAL STAMP WM- _ L ALL SHEAMNG USED 5 AGENCY RATED. a gQPS N 2� -Z >C O U a$$ W N W FLJ a' I WHn ^ 1 O Zae� iti^N O S O O lwz-f I l vI 1i U L9f Z Q W M a r 1 J 2 O O W W < Z Z 6 ao>- o a W W O W _ mL)nO. F nWZ 0 m Q Z 3C a: Z :2 OL Q of = �.k0 •V/•F Q ED W N p O ca W J Z O O w O U � d z Z Z0 Wx< < F Z J 2 W m Q p L? O o F . Ip WZ ov- Z. > zO- Z �o < r A S - O' Z NH < -amW crT who T u: p O ' � STATE APPROVAL STAIN V) _ .r -s .r -s• �� Z r -IE r -r nr r_,• - C � E . rr 3/i ,F.ANLFR LA.) -tD 2,e c m,a�rr V) sR) a e'NSNS O 2.e anD hm B� 23/32• 9• ,READS /W- gTa E < J 22 STAR DATA hl2 SIRWQRS 13 RISERS O.e' 3 /A" N v C ,SIAM pATA (WDOt 51MAZR T.6 ] to 9•'m, - 3 /A' NANQP - STAN'OATA - SI aI" 6 7 RISERS O 7 S/e' 9" TREADS ! f_ 3 4 O r _ 1 1 MaSDIG - SIAM DATA IS R1yRS O 6- - LANDING 1 t : NDSINC 2 �` 'W N Z'N �. F r n FN1SH BASEMENT 13 fL5ER5 O e• 9• READS HNN. HANf1R StpNGEPS' i W m 7i EE a fL 9 ,READS 1 1/: NOSNO O i .. 1' -S S/8• 1 1/1' NOSNG fW`3E BASEMENT fU9 Q Q aV�)) yyO$ C c 2.6 LANDW O 12. O.C. UOSN BASEKNI (lOaR fw91 BASEMENT FLOG SUPPo l FOR LANMNG 3 RISERS OR MORE SHAL BE PROTECTED 8Y A HANNRAIL ON DK BY BWDEN A FAMED STAR SHAH B NR or oKIING ODE use OPEN RENEW a S1A9R5 OR LAL'OWB 1e' STAIR DETAIL FOR 81 -LEVEL MODELS EE -' m n. BASEMENT ORE A O FACTORY SHALL PROMLE OPEAOIIO IHE6/ M100R LARGE BEIKFN TiPSI STORY 8 BA6EWUIt OR CELLAR W MORE ABOVE AD3AC[Nl FLOOR t AT YANWKS) OM SLAWS OR n k L LANMNGS 9MlL NAME A RALNO. OPEN RANMGS SNALL HAVE Ci yy Y p I z fi ENOUGH TO'AIL00 STARS TO CWFLY 7131 FIRST" STORY TO BASEMENT 01ARL•(S) BUM RHINO NMD .1H A 6' SPHERE CAN Npl PASS y E C p C oil $ NOSNO 1 1/e- MIN. t NAY;. TREADS B• LOT: RISER 6 1 /4' YAM. a WL VARIATCH N RISERS , 1/e' N ANY RUN TREAD V -6' (76') Of STARS HEAD ROW FROM ANY PORTION OF TREAD NalmRa: LAN OC YN. t BASEMENT 6' -A•� (76') 1ML: NDW SEMEN HANDRAIS OR NANORM' ' l 6 WALL 2' -e' (327 MN 6 11/r MM. CLEARANCE HA AL TO MALL• LANgMS NCLUOM4 $ � '•,e DOnW 6. TOP lANONGS d YAM. FROM NOSING 91A11 HE AS RIDE AS STAIR: TOP SWfAtC Qi NANWAL )D' MA N ` Y 2.10 • Z d .p y1 r -F1 2.12 3LD�N K II D AN APA I $IPY' n. 'Y3 AD INSTALLED By MOM n ^ j .. DI' h12 R � C uA3 n v R.A. OR P.E. APgiOVA STM I N W N 2.6 LANDING O 12` ae_ SIM DATE . _1 7 Z m 1` Ii .- o V O - 314_ N ' I 9_.T 5/16'" TREADS 1 1/: NOSING 2,10 STRNE{R ,`fGNE It tU � Bum PROW RAILINGS GH 6 HOR H f100R N ¢ q 7 O TF 9 WALLS WALLS W SECQAD STAR OPEW04 l SECOND SIAM OPENWG - �y OF 1"4 Q� HAMDN 4. SHALL BE NSIALLED BEFORE UNT IS NAMIABLE HANDRALS FIELD INSTALLED, COMFIElK )N K FIRE RATED . 3 7.10 AWE1MLIES.t ALL WORK. DOME W SITE SHALL HE ARPRDVED STAR DATA c By LOCAL BUIgNG lbOE ENFORCEMENT OFFICER. r -. I 6 RISERS O 7 3/: r TREADS _ F O� . t 1/N' NOSPIG x� h 1 h12. s11DNCER r_r 2.12 STAR DATA . 23 23/3Y (OPTIONAL BSYI) hl 2,12} 6 RISERS IT 7 s/16" or TREADS EE; 7ML LANDING 02 ac 2,12 STROEER V) J 'HIND PARn APPROVAL STANP - 23/3r Q DECNNC � 3 /N' MANU .. f- t W 2,6 LANWIO III r o.c r -r ,� STAIR DETAIL FOR SPLIT LEVEL MODEL •- . I,N s1pPORl THE SONG Or A DOW WEPOW W A SIAMMAY-SH A NOT - - ONERTAP TOP STEP. Q V) FIRST STORY TO SEDOND STORY NOTES FRST S�NR TO SEDOW STORY STAR DATA: PRSI STORY i0 BAS[IEMI NOTES Al STARS V) 1. -SIAM DETAILS SHOWN ARE 1 WICAL TOR STANDARD PlAMS AND NOT MEANT TO BE 7-6' QIRIG HEIGHT - t. RISERS O C 9 TREA05 1. BASEMENT SIAM OEtAlls 9101N RIIE IYPICIa fW SIA,DAPD PLANS ALL WCLU9IL 1 1/B" NOROG (YIN) - g - B' -0• CFKNC HENITI - 1s R15EK O 7 7/B• h12 ll..R 2. ALL SIAM OPE AND HEARTIES ARE 8A4D A HEIGHT a T -9 1/r FROM 2. All SIAM OPENINGS AND S ARE W A HEIGHT T -9 1/2• FPOY p BASEMENT F Sd)ED SHE FINISHED BASEMENT FLOW TO UNDERSIDE Di FIRST STORY FL0011 JOIST. THE FINISHED BASEMENT ROW 10 INOFRSOE Q FM51 nalr F100N JdSI. B• -r C[LNG HEIGHT - 16 RISERS O 6 11B' FLOOR 7 F S2 3 RISE AND PLAN AND OPENM FOR STARS MAY VARY AS PLAN DES" VARIES I RISE AND RUN AND WEANGS FOR STARS MAY VARY AS FLAN DESCH VANES RISER - e 1 /N' MILL: /READS - 9'. 1 1/B• NOSING MN. RISER - e I /A' YAM.: TREADS - 9 ". 11/B" HOSMIG WIN. SECOND STORY 10 ATTIC STORAGE AREA SINK DATA: y A HEADROOM - 6' -6" MN: = - r-e' AMIL HEADROOM - r -0 YM.; YDTN - 2' -: MN. - ALL SIMS ' T -6' CEILING HEIGHT - 13 RISERS O 7 3/4" r TREM' .. DLMmR Is RESPR19FAE TO INSTALL All BASEMENT STARS LANONGS. AND A. BIRDER R RESPONYBLE 10 NSIAL ALL BASEIENI SLAWS, LANOWIM AND 1 t/B• MOSNG (MMI, y) ,UNORAIS AT YMWY OF 30' AND YX—FN OF W. HANDRALS AT MMOILTM OF 30 AND MAMIIUY d K'. 6 -0• CFLNO KIORT - 13 RISERS O B 3/16• 2.12 STRNUR - i W J Z O O w O U � d z Z Z0 Wx< < F Z J 2 W m Q p L? O o F . Ip WZ ov- Z. > zO- Z �o < r A S - O' Z NH < -amW crT who T u: p O ' � 20 1R. SELF -SEAUNC FIBERGLASS GLASS C SHNGLE RIDGE, WIT OR BETTER 15/ ROOF 11NOERUYUFNI AND . 7/16' RATED O.S , ROOF SEAMNG OR BETTER 16V HAIL 12' QC 2' CDNPRESS0N. 18d NAA IY PC 1/Y GYP. 081 2.4/2.6 TOP RATE STUD GRADE . DETAIL 'A" DETAIL 'B" 2. CLG BEAU - 2.3 LEDGER BEAU - SEE GALES _ .0 SZE 1/Y GYP. 8D. T0R SPAN DEL 2.3 TGP PLATE SAL) GRADE CLl1Rp - SEE WLCS . 1 FOR SPAN AND SZE DETAIL "C' -Ijjl - IIII 166 NAIL 12' QC 166 NAG EACH TRUSS 4 2.6 UPRGHT DETAIL V STATE APPROYAI 6TANP NOTE FDN WOOD CGLUUN SUPPORTS - SEE SCNEDME IN MVJ ATl0NS MANUAL MARRIAGE WALL OPENING DETAIL SHEAR .-GE WALL GF OMIT ML . lfNG1H R UDM DPERNCS V 1 15' STRUCRRAL THER110PLY CR EOUAL F"OVE SHEAIWNC STUDS AFTER NDDLIE 5 SET ORART 2.4 1117J1 . 26 W 1 1/2.27' 1/2' GYP- BD. 1/Z' GYP: OD. STEEL STRAP OIB aC 0R_ 2Z TOP PTATE SAD GRADE - JD.F.a NSR, w /'s. DETAIL "E" 4 -1/211 1/Y 16 GA STAPLE SNPLE LATER A cJ /J2 _ TRUSS TO WALL ANCHORAGE 7/16' oSB SHEAINWG DETAIL 'F" OA 2,12/2.10 SPF M R -19 RIM NSUUTWN PER ETCR BANGS. ATTACHED TO PERYETER _ {- 1/2'.1 1/2' 16 W. . 6' LONG NAR STAPLES L.W STRAP ht0 SPF Ct BETTER O 1• -0' 0.C. 2.10 OR 2.12 PERWIERR PEA)UEiFA �BAAHM 2.8 W 2.10 JEST 2.2 lEORN t 1/Y.12.26 W GALV. STEEL STRAP 1/2' GYP. BD. BOL15 OR LAGS AT 4C 0. 2.10 PERWETFA O B• -0' QC _ 2.8 QG JEST 4- 1/2'.1 1/Y 16 W DETAIL 'G'" DSE .01ST NANCETS AT HEAR SPANS STAPLES EACH STRAP ORL h SPF E2 OR • 2.J TOP'PUTE STIR FAME CLG CENTER BEAU BETTER PF/iR•ETEii 1/Y.0 1NPU 00.T DETAIL "H" JOST NANGER O 6' -0' QC OR LEGRR R -50 F.G wsuL Y svAa ROOF ANCHORAGE TO MATING WALL w v.e. .. DETAIL '1' / 2- EA 2.. s D.C. 08L RATE IB -FAOI IGR R.A. OR P.E'APPROVAL, U AgP� Mph R, ALFTl,G .o •'s O� a Q YA, ,LO FOF NEB 18 B97 RM PARTT APPROVAL STANP 4- 1/2'.1 1/2* 16 GA STARES EAC H STRAP IsDA' . 11/211Y+26 W MV. SIEEI STRAP t ••ENTER S3MT 4-1/2'.11/2' 16 W STARES EAGN SIR .G NSU NS1L w/ V.B. w/ 2.6 WALL 3 G M _j J a qEe F— WNas ` ILAJ W N n Q�N.D Z°^N OVO a oz z O W W a Z Z Q K U CL or Z Z W,Q a�Z W O � � r -W r . q p V O Z oWi w O w ZLm. O Y QZ. ZE aQ YL- o 2 �FO m_w W C, U = o� O ' N i c La° . •. w S .s - � Ts 9 =;E�Z$5 €g Ae' y�yL m 649.1 QZ� $ i R.A. OR P.E'APPROVAL, U AgP� Mph R, ALFTl,G .o •'s O� a Q YA, ,LO FOF NEB 18 B97 RM PARTT APPROVAL STANP 4- 1/2'.1 1/2* 16 GA STARES EAC H STRAP IsDA' . 11/211Y+26 W MV. SIEEI STRAP t ••ENTER S3MT 4-1/2'.11/2' 16 W STARES EAGN SIR .G NSU NS1L w/ V.B. w/ 2.6 WALL 3 G M _j J a qEe F— WNas ` ILAJ W N n Q�N.D Z°^N OVO a oz z O W W a Z Z Q K U CL or Z Z W,Q a�Z W O � � r -W r . q p V O Z oWi w O w ZLm. O Y QZ. ZE aQ YL- o 2 �FO m_w W C, U = o� O ' N _J Q tt Z O O w w Q Z za o -� air O Z O W G Z J -on W J _ F � 0 W � � W Z N'F Y' It Z m CA_ O O I Z W W N m O W O C5 • STATE APPROVAL STAMP z O 1 MDUR .Nl ado BLAPRO) 1'AO MQR SEPMAAd RALL GOISa1DIL' a lr0 I IIOR RAMS . � ASSLRBLY RATNG - I HUJR (NO PROPPEURT) 7 WAR RNlS (LOAD LARNG) 1 Wd RNL (LOAD KARFIG) '- �. (1 (_j lASTEMAC S/B" TIRM C. *LN Rd MS 1 APREO G. PARALLEL t0 AN Rao SROS T DEC IM W HALE 1 T DONS' 9MNC ISSERBLY MTNG . ASANBLT RADNC - 1 ROLR (NM PP mLARY) 1 W WM SEES I/: HEADS W 6 BLVI IEW dIDAl1 SCI61 1/4" IIXG A%u. s rASANANQ 5/B' ARa GYP9I XMGBp.AW APMG PARALLE 10 d NN2d1N lASLWIG PARALEn To mm IM w wI BE 9ISAMEO FOR DE HAAS SECOND LATER TO SNUi AND KARANG BARS C M4 IM W CLIENT QUID HAAS - 13/C LQIG QIW 9LAIR. AW 1 /R'. HEAD. AS AN KORNATE WM TEES 10 2.4 ROW Som Y DEC IM W WARD RN.S I TNA' LOG arils• Sd6c 1/i KAM W 6 NNQE MAD OATRAQ SCREAS I T/6' lOW WT B[ SIBSDDRD fd TIE NAIS TERROR SO: rASII 5/a: GYPSN RNEHOOAM 10 d COAAD NALS 1 ]/B" UM QON5' WIN. 1/1 HEADS. 7" DEC CA SRG rASTIN 5/32• CTP9N PARAUA TO SADS IM GALWAND ROUT ) C ' (n N0. 6 N= -MID IROMLL sms 1 T/B" M 2 3/B• LONG SECOND LATER 10 SIDS AID BUI.AC PUBS Ir at TAN a CEVMI SEE FASRNNG SCf WIDE rM 901H/AC 70 SIDS xAAL 13/4- wxc. a17C 9MIx I/IC MA4 7' 0.4.: at A1OID PERWOR. WALLBOARD AND SHE.ATHIW ANAED TO Td AID C -' O G z O i WARD NALS 7 3/B" LOW. DADO SHAW. AND 1 /4'8 HAND- AS AN ' ALARU1 W. 6 SLAU -IEAD OTANI SCR. T I16" M 2 31C LOO. 1 LATER 5/B' TROt CA9q SOA MISS Al T O.C. LATE= SONG ATTACHED WO UM SEADNG'10 SODS E $ O n 112"4 l/f g 7 LAIRS 5/C 'TYPE Y -GASH ROOF 90AHNC DENT d $SIPoP 1 LATER. 5/5" TAE r w" O .. " 1/2-31/2• COA MNOa 1/2- "at CUING 1/x".51/1 LTNRRNDOS W _ V m. � � RaF 9EAl1I1G RYROW 4QPRE59d -51RP 31 11ROX RSCRAIDR r R., DBL 7.1171 mo WAD( TM,MR ROOT SHEARING //11 /L RYMGO WAPPESSM SOP O L8 Q p . Q t/2• DRnAII CEANG DR 7.1/26 SRD MACE W RATE 5 1/2- 11AM ANQU1rN r/ 7d WIOAIY (LASS d YRERN Mn 132 ORRNL aANG xN/66 SNO dAa 1rD MR S " �` ' °' ♦- 3I/2- iMDt RBAAAOI r/ hA I UKPS 5/B" 111 Y' GWRAW oPGMAL WHEN A.NISY 1 LATER S/C DKr 41P9OI. i UTA:S/C NIA Y GTP9N l I/i THAD RsQADd R/ 7M 9 Z MIX m"Go' ./ 7A 2.A/2A stw GRADE SIC RA1MG 6 Nd BLORED /26 SIR MADE 7.A 5 1/1 TIKr NSIAo AI ./ W h4n7 SDD GRADE g _� (n a wXR11I (LASS d YRERAI BAtI 2M/2A mo GRACE SRE Mrz drWA INERT A AarIW llpY o50 s1RnDOR WPA SID MADE SEE MA VAA.AI QASS W YRERN BALI hR/2A SIR MADE SoU MR W DYL THEN A 1MORN1 — 9 m 13 W M RACHO 5 WI =EGU 2 LAIR s/6 ". m y G]P9N 7-h10 BOOR 1513 1 UIR 5/C TAE Y' GASH sit RAW 5 NOT RQMED y d' a 1/2' OSB rLL 73131 osB SBLWd 1/11.,/1 cdnRRXa 1 LATER 3/6" DKr GTP9A In' OSB FLL R /t 1/2' oi0 rLL t7/SY 0� 919IDM 1/(A 1/7 EaAWKAS W • y Z i a Is LyJ t-hlo ROM R2-.= aNPRES9d SOP _`m ICP I/r ORIINL CERM 3 1/x" Tlld N ALN Y/ t.R M W/26 51W MADE W MR 7-h10 IkOM JDaIS RYYOID COPIS9M SIRI SAA MADE td I 2M/h6 mo MAR RATE M/DM MR /Y dlWl auiG s I/2- fend R9AAIDN'r/ 7A sA' tRR Y cA, W l/2- MIrNt a i 3 1/T DDM 61SElAGAN R/ 7M ruYU6 s/C TTPE Y' GKS1Y 5 1/1 DROI NSUDOI ./ 7A a./xA mo GRADE MAINRNM GLASS M RAEpAt BAT CPAC". HN A IDNRHR hX/7.6 s1W MADE 7 f /7- iMO R911A111N ./ tM I LAYER 5/C TYPE Y GTP9A 5 1n' THEE N9AUNN A/ ffi RANWY hI/7A SIWI MADE . -at uA>aw QASS d IIER.AL wn vIDXAt fEN A AfIRI N4nA mo MME xiE Mrz SIC RATNG a Nn Iarao 7.4/11 mo MARC xi[ RAA QA53 d IDIERN. BAn dTOL rEx A ImmXn hA/h6 SW MADE xiE MR ■� B 6 $ $ SK RUING 6 LEA /ARAN - 1 LAIR 5/B• TTR Y GR'9O 73/)7' 09 5191001 7 -2,ro Rod Dsrs I LAYER 5/6 THAI CAQY SK UMO 6X01 KO/R I LATER 51C TYPE Y CASAI I` 23/32- O50 SO9WM 2A Su MA 1/2- Gd rLL ffi Rl ARE t3/SY o50 99L 7A SSL PLATE 2-h10 FLOW AsTS VASWS rO NUATCH wSNAT FoLow" 2 -2.10 FLOOR Aa1S UASAI1 FQRDAIIOM 112 am W IP 5105 IRO HON $PARAGON RALL COMW a TRO 1 HON MLS W A 61ra I HON rNL' (LOAD BLADD) 7 NOIR .N15 (LOAD BLATPW) 1 NQN .NL aD0 DEAIOIAG)' m n ASSEYBLT RAIN6.= I. IOW (NOT PWPKFAwY)" ASSIM, CALK ASSEMBLY RADNG - 1 HM (IPOI FRJgaIART) ^ n RA. OR P.E. APPROVAL' S7AMP FASTEHIC' MIAANQ rASTE.IG. BOAR SACS FASTEN S/C WIN KRPOomw 10 ON PARALLEL TO SIIDS'IN M .. WM sdY ULF RROI CYPSN RNLBONto APTwT PMHLEL 10 M.NoRadTN AWNPOH SCE: TAM 5/If CYP91Y- RRRNDK" To M. PARALLEL D SODS IRA Gtr YV�iW CO.GW NHS. I In" LONG DARK SMM.'I /A" 11 ADS• t a4 FASTEN 5/6' G"w PNd7a- W SADS NTNGNMA>(D..RXM TO 7.A MOD SIDS Y ac IM .M CWRO- Wls 1 1/B� lOfi' a09U" SHARK, -I/: HEADS Na 6 WQE IUD dilNl 5OERS.I'T/f : WARD RAIi S ]/B' IOD..a05t5" 91NA,'1/! IEAd, ]' ac OiFRM soG TASTER- 3/6'tA51Y PAR.WEL. ro,sDOS =LA', IARO O U NALS 13 /A' LOX: GUW W.L. T/IC MAD. Y QL A- DEC ARQRD P EAUNEOX LLWN10.ND 9UINMG.IWEMW.SOP AID' WHAT RAT K OWS'DNI[D FW A[ ALAS - WS 13(1 IQNQ.QItO SNARL' T/IC DEC. R' Q4 NOW MAIERA: RNLBQa4 AND SEAADIG' HARD-a IM pEO - )F .1997 SaA MTES'AfT C.C. ' EXTERN SLANG ATTACHED 'ORGUAN' .. SECFASRNRG�5O4A1 (f-0R9GtIN61a.SI1DS: .. AND. 9N.l RARS.AT *Y'QC'[ARROR: SAMIG AlIAO1ED•THROgI'- .. 5'�� B. ALIT •. ' n� . SHEATHO GTo SODS �. Trr�- lLL 7 LAIRS: s/C 1tPE Y' WPSN IO 9UTHNC (LATH SMATNNC t LATER 5132' D6C[ GR91Y.' DIYWI aLAW 'SUIHDIG'TO 5115S' .'. uYd s/r TAE r cIP9N ROO 9EAIIID JIE- K S' iyY3�.S.r y R ' CdTMDIa RTOP 3 I/( DKr LAWADON • /.7M cDn m PLYRODD O W MYMIL WING STOP ' 7 M HAD., %Anon ./ 1ZA 1/x'1 t/2- _ caDmR/h RTRoDO SRO t/7 M1AAQ aLNG F OF.n - DEL w., SOO MADE Td Mrz OPIAIN Hx A Almrx S I/Y'➢ROt M941NN'. /, h• STC RATIO 6 ml R6dRED COPR[SSW SIpP b,/7A SID MADE w PUR S 1/1 DIM- AH9AAAO1 r/ brR yA 5 111 ARM NSLATION ./ M Oft W/7A SOD S I/2- IIREC MSDAAM I/ ffi - �. RAIDW -CLASS d NPERN BAIT WhONAI HN A MIMN 2 LAYERS 5/B' TYPE r O PSM MAa.11p MA wW./M CLASS M 1PUK BATT OPIOIAL AM A NDrW, I LAM 51B" TYPE Y GIST - Q� SK. RATNG 6IACT RELAPSED I LATER 5/C TNM CASH SK wDNG 5 MOT MCIRED A . 73/4" 0� WLDCR hR/h6 SARI MADE 23/32" GSB SAXUOR tM/hD SRO MADE 23/SY. OW S9LOOR 7M/tA SARI MADE 2AIM SIC OAK SOU FLAW hA/7A mo MADE SQC Mrz - y- t-hD ROM Ab15 h.j26 SID MADE Sa[ Mrz 7-2.10 M1OM IISIS 1 UKR 5/D" tMol CASH 2-hD FIRMA S,S � „1 ' 2.8 SL MA IA SLL MA ffi SLL MR Q 1 LATER 5/B° lYR Y CtPS1Y IWSORI POL71MDO1 IR• 1 UYL s/R TYRE Y 6YPSW WSQNY rORDADON MIYm1RI raROTmN . (n 46 1NRD PARTY APPROVAL SAW PCRYITIED GYPSNY WALLBOARD F R.ASSENBLY NO UNO MNX- CATEGORY OF CLASSFEO CONPAMES FOR ASSEMBLY W U3 l b LIJ CANADUN GYPSN M -TIRE$ C. P -327 GELOTEN CORP. TIRE m CANAMAN GTPSN GO C[LUTEX CORP " D(WTAR GYPS M, NC -TIE 5 WTED STARS GYP" GO -TYPE C. A X7 DOIIAR GYPSW. VAC OoNTAR RADU IMS, AN . (y .. ' - EEOR PACDIG'CORP GTPSW M GQD BOND BLDG PR(DLOIS NM (YPWM MV JAARS HURDLE G1P9)Y ' . LOADMASTER STS IS. INC PABW CVPSNA - O g - TEMPLE VIAND FOREST PRODUCTS CORD I �.. TED STATES GY Al CO USG NIMORS HLC WEYERHAEUSER CO CYP OV Aa GENERAL NOTE: ALL STRIKNRAL rRAAAW YUSr STO' AT PROPLRTY LANE S PARAloNS (E. PERNEIERS RA S. SEATIRNG. ETC.) _J Q tt Z O O w w Q Z za o -� air O Z O W G Z J -on W J _ F � 0 W � � W Z N'F Y' It Z m CA_ O O I Z W W N m O W O C5 7-- W Q W O0C1 w � Ifz< 0 r, :l aor �.W Q < F Z W m�Q O (S G W w W o_ O Ii2 I-- Y5Z O N r O w N.; a Own w 00 V O O STATE APPROVAL STAMP Z O - .LOT i7- Y6DIVY 5' -0' MIN1WY 5' -0' .� a . ly sQ r N F'O' LANE F—lAT TINE C p j W , J `IT Z Q V a. �L 9 1I 1@LMUL S -0• 5 -0• a wT��� NON- C0116USRBLE SONG IF �YYIdRAI NOI -CON 1�E SRIMG I( 00. G S i Z )A 8¢8 2UYERS S/0' 1105111RE 1 U RESISTANT CV. BD. TYPE M' G •A' 1/2' GYP. W. _ - 1 1 - O O q y� O g Q R CUSS - 6 1 Q a'A LE TMO -LAYERS 5/8' TYPE V N m ' " GYP. BODED LO 5' -0• IX/ SI EACH SIDE Di LOT LANE - > ^ Z G e (n W + bA MUSS OR RAFTER SPACE 2 LAYERS 5/5' NBL } • — }E 8y e � o 1' SPACE _ G 0- YpSUy gry,Rp Y YpSR). RE9SlANT IOM 'EXPOSED WALLS) EXTERIOR GRADE TYPE 'X* GYP: BD. - O: O 2 � a<Ill 05; a. y 5 S W ° 1' SPACE 1' SPACE >> O O' 2 IYERS 5/8' TYPE Y. GYPSW - BOARD SEARRHG (FADE RE4STANT Q ci MOISTURE ZERO LOT LINE HORIZONTAL ZERO LOT LINE PLAN O I 2 8 2ND FLOOR OF A TWO STORY 1Sr Ftow OF. OHE STORY OFFSET. - NO OFFSET E s` cR DWINFG y S n F � L~,U H n 1/27 MIN, 2 -2. ENO JOIST W/ 1/Y SPACER 60R' EACF SAm A^ N_Q GW..BD: AND I/2• GYP: BOARD.pI NTE SIDE JOIST.. MUST BLSAW -FIRE d NO +p 9ff AS.FLOOR MST AS V2;-2.12.EH 1. FOR CAPE AND 1W0 STORY MODELS BASEMENT' OR CRAWL SPACE.LOT LINE WALL. MUST BE OF.UASOHRY FPESTOPPNC D JOIST M CEIING CO ISiR11C110N. F/2' GYP, BOARD ON INTERIOR WALL 00 A LOT LRE SHALL BE A ZERO, LOT LANE. WAIL MAX- 2 DWELLING UATS PER LOT ZERO LOT' LNE SHALL HAVE A LOT LM. 116,1. 1 -7 - 'z. YPE'x "GYP: B0.. 3. COUR5; WNDOYQ"SKYLAHTS. MOGOENTS,.LPMRS. OR OPEIOIGS:IESS -THAW 2' 0•LFROM'LOT lM W FIRE CL09NG OR NAVE A. 3/4 0 WOW PROTECIIVE.(1L1:3(6) 716.5). .O A., OR'P.E APPROVAL STAMP. SIAM. RE 3/4 RATED AND BE SELF d 4 A, MITI. SOIN6 S10RIG IS NOT PERMIIED. EXTDRNI ITHIM SHALL BE MATERI& CLASSFIED O•= � U AS NON- CpRUSTIM SKN 0 AL.IIIRNUY.. TABLE 1_716 d. 716.2(p)(1)' IST FLOOR Q tYTO STORY OWEWNG 5. GYPSW MINTS SMALL BE TAPED AM TREAIM FASTEMItS 91ALL BE TREATED AHD DEL LATER OF GYSPM ASEMfNT OR SMALL BE S2AMERED. TABLE 1 -71L - fAAWI VAMP S. 1/Y CY%-N WALL ROMD NAKED 7- OC WN Se COMET PRATED MARS 15/r LONG 0.068' SNUIX'DIAM. . AND 15/16' D1AM.. READ" MASONRY. WALL 7. TWO LAYERS 5/8" GTP. WALL BOMO, WE LAYER HALED TO.SRIOS AND BEARING. PLATES 7. O.0 WITH 6a. LAYERTO STUDS /LONG . I(PR 011997 PLATES 8' OOTG W 8810EMEENT COVTED19IMS12 J/6• QI00' SHAW, NID'IIC DIALL EAD. AS W AM NO. 6 BUGLE -HEAD ORYWALL SCREW 1 1/8. OR 2 3111' LONG. _ ALTERNATE £p£O Aq `wA SECTION OF ZERO B. CONCFMED VERTMAL SPACES SHALL BE FIRE STOPPED AT. EACH LEVEL ! 901 BE.CONRNL1g15 WM CONCEALED NONTZZONTAL SPACES. FLOOR PLOXIMS TRITER RATED WALL SHALL BE FFESTOPPED. ALL IN ACCORDANCE WITH pF3~ LOT LINE WALL - xYS n A N � Y ` .A O¢ 'TF OF N TURN AR OPENNC W CI TOP OF OPQYNG IS FIEF RATED �Y NY a I.A.. 0.03A UT BY CEWNG 1. W PLASM PPE TO PENETRAIE FIE RATED ASSEMBIIES N0.lgNC FLOW /CELBLG, RELOCATE OR In THIRD PARTY APPROVAL STAMP 30 GA GALV STEEL ViE METAL PPE FROM A MRF Of AWLS TIRE RATED ASSEMBLY ! COWIN . . THEM 9FPg T iRESTOP 2 FIRE RATED ASS04LKS BOTH WALL d FLOOR /CVLNG SHALL BE SPPORIED BY C0 6TRUCION OF. ^d Mtl SO'CA CALV STEEL 11K SAME OR GREATER FIRE RATING DUM 10 iOUNDARON. � 1/2' CYPSW TURN AIR CPDBND, NSl GH LOP 1 ON FIRE RAZED ASSOIMIES. SMALL NOT PENETRATE GYPSRL EXCEPT At STUD. SRXNG_ I W 1' YW WM CLEARANCE 6 2W STtlrF ROCF RECENNGS SHILL INVE FURI6NG LNFRE NECE55AQF. - 10 fft M MEMBERS ir L SMICTUZAL SEA"WG AND MASK NSUARON SHALL BE AlTAf21LD TO THE,?uTSm OF FIRE .- STANDARD F0. - RATED WALLS EXCEPT AM SWMA ON DRAWINGS. . W ' SpP[Wl/fREST(P FEE RATTED IX1ENUt U IRII JO G CALV STEP NSIALLED M TOP i MOISTURE RESISTANT GYPSU4 SHALL BE USED ax IXIFJeOR 9DE. � -< . > OF 2W STORY FLOOR A. MSMTON 9HNL BE NSTALIED LwER FLOCK ! BE %PPORTED BY FLOOR JOISTS k NOT CELING _ CQ+NECiN1N TO RERRtN N g' CUN ECDOH TO BELOW FL OOR AIR BELOW FLDDAR STE BY BULDER C11 -91E By BLANDER _ 0S REITIRM NR PLENUM RETURN NR PLENUM SUM" STORY MODELS. � TWO STORY MODELS ' W Q W O0C1 w � Ifz< 0 r, :l aor �.W Q < F Z W m�Q O (S G W w W o_ O Ii2 I-- Y5Z O N r O w N.; a Own w 00 V O O ]/4 HOUR MN. NYS MY 1.1R YIN; ALL STATES EXECPT NYS. L 3/4 HOUR W. NY S ONLY 1 NR MON. ALL STATES EXCEPT HYS. t/2• Gw. TO UNDER SIDE O" ROf SHEABDNG ALL STATE$ EXCEPT NYS. ]/4 NIL MN RATED OCOR AND FRAME $pf- CL058NG DOOR TYPICAL MY, OILY —1 3/4• SORB CORE WINO DOOR OM EWAL RO WIBOW5 SELF L1JmNG A. STATES EXCEPT NYS. ' 1/4 NOpi MW. NK ONLY PROTECTIVE FUWSN ON ' WALLS. SIJPPORTDIG (RILING . RAGE ME RATING REIN RE11E TS STATE APPROVAL STAMP 1. A CARAFE O ] OR MORE ENCLOSED WALLS k WTIRWT A 5 -0• MIN. BREEZEWAY BETWEEN GARAGE k DWELLING SRUKL BE SEPARATED FRW OTHER SPACES W BUILDING BY 5/4 M. MN. ME RATED ASSEMBUES 2 MANUFACTURER YRAIJ. DETERMWE FROM ME OWNER k SITE SLOWER LOCATION OF GARAGE k BWIO FACTORY PORTION OF ASSEMBLIES APPROPRIATELY, NCWDING GARAGE UNDER A DWELLING ] 1/Y TYPE Y UNMUM GYPSUM PROTECTIVE FINF1 ON GARAGE BEARING WALLS B, CEILING '-� REWRED T O PROTECT DWELLING ABK FIRE RATED WALL 4. DOORS FROM A WAGE SHALL NOT OPEN QB A SLEEPING SPACE EAEN OPENING BETWEEN GARAGE k OTHER •SPACE SHALL BE PROTECTED WTH A ]/4 HIR. MN. ' ME RATED SELF CLOSING DOOR AND FRAME. 6. PREPME COYBUSTIW AIR 9 ALL NOT BE OR AWN FROM GARAGE k CLEAN OUT SHALL NOT BE H Go tl \ D $ 5E §$t{ IN WAGE LEGEND F Z?O i � t HOUR U.N. RATING U309 ME RATED WALL NO WINDOWS O > Ln Te 2 qq 1. WOOD STUDS - NOM. 24 N SPACED 24' aC- EFFECRVLLT nRESTOPPFD. FWD Z I 2. WALLBOARD, CYPSUU. -5/8• McN. 4 FT, WIDE, NAIL 0 TO STIRS AND BEARING jf a ` "J yy3 lo PLATES MIN 64 CEMENT-COAIED HALLS i J /8• LG 0.915. SHANK pA k 1/4' I CC C i OA HEADS SPACED r aG I •CJJLD BOND BUILDING PRDOUCIS -TYPE FSW FSW-G ON TYPE •C• E f ANY 4AWFACro1RFR• O Q -Q �' i R.. . N ALUR' A S - WALLBOARD JOINTS COVERED !MM PAPER TAPE k JOINT COFgU NTH ANT COMPOUND.. GYPSUM PLASTER NO T MORE M T NBR%CDK S MWAVERE D APPUEB OVER THE WALLBOARD N ADDITION TO ME SPEOFG JONT TBEATMENT. - - S 1 A BAPS AW). N - (NOT SHOW) -OPTIONAL CLASS FILER NSUU W O. ENs C ONIN a C FIBERGLASS CORP.. 6EARNG THE GL CUSSFIGTIOM YAADNC — Q = 3 E RR51 FLOOR 1BBBBBBBI 1. "OUR MN. RATING L539 RRE RATED FLOOR / CEMNG ASSEMBLY t. FLOORING - 4.8 FT: BY 23-52 N; MOOR INTERIM PLYWOOD WITH EXTERIOR GLUE . . AND -TkG LONG EDGM. INSTALLED PERTWO ULAR TO JOISTS: MM END. JONTS CENTEREO.OVF2R JdST$.AND, STACJIRED. PLTVW]W.SEWRED: ro.JOISA WITH. . NO FIMSN- 1 OR 2 STORES CONSTRUCTION ADHESIVE AND 6C"RNGED SNANK NAVES •STAPLES NAVNO EQUAL OR GREATLTR•NMDRAM. AND LATERAL RESISTANCE STRENGTH MAY BE SUB50 -.. WINDOWS- ATTIC STATES EAECPT NYS 3/4 HWR IYN. NYS ONLY 2 CROSS BRINGING, - NOM. 1.3 N. OR 2.10 SIRUD BRIDGING' 1 M M, .: LL STATES ON GARAGES PLASTIC UNIUBOT4 SMALL BE PROTECTED ' NTH 1/2- LAIN GYPSUM AS A DOW. BARRIER 1 WOOD JOISTS - NOV. 2.10 N. SPACED 24. O.C. MAX. FRE STOPPED MASONRY OR ' CONCRETE WALL MIN SOD BLOODING T FT. at - BASJEYpNT'OR CCIXAR S WALLBOARD. GYPSUM - 5 /B• DICK 4 FE WIDE SREETS OF WALIBOW D (OR LAM). - PRO ECT ]/4 HDL INSTALLED WIN LONG ONENSION PERPENDICULAR TO RAFTERS AND FASTENED TO EACH RAFTER WTH 1 7/8• LONG 5J CEMENT COATED NALS SPACED 7' O.0 AS . 1 8 L . 3/4 M: MN. WALL " SUPPORTING FLOOR- . • CDLI11G ASSEMBLY r NITS RiP Cy W y n Wl;O, FO AT MIN. MK ALL 'CANADIAN GYPSUM CO. - TYPE C STALES EXCEPT NYS. L 1'M N. ALL STATES CELOMX CORP. TYPE FRP. ,!{V OWTAR GVP9W W. - TYPE 5. . RATED MNOOWS (TYP.) S PPORTNG FLWR- NK. ONLY Rr AT IC FIRST FLOOR ]/4 HOUR MN. NYS MY 1.1R YIN; ALL STATES EXECPT NYS. L 3/4 HOUR W. NY S ONLY 1 NR MON. ALL STATES EXCEPT HYS. t/2• Gw. TO UNDER SIDE O" ROf SHEABDNG ALL STATE$ EXCEPT NYS. ]/4 NIL MN RATED OCOR AND FRAME $pf- CL058NG DOOR TYPICAL MY, OILY —1 3/4• SORB CORE WINO DOOR OM EWAL RO WIBOW5 SELF L1JmNG A. STATES EXCEPT NYS. ' 1/4 NOpi MW. NK ONLY PROTECTIVE FUWSN ON ' WALLS. SIJPPORTDIG (RILING . RAGE ME RATING REIN RE11E TS STATE APPROVAL STAMP 1. A CARAFE O ] OR MORE ENCLOSED WALLS k WTIRWT A 5 -0• MIN. BREEZEWAY BETWEEN GARAGE k DWELLING SRUKL BE SEPARATED FRW OTHER SPACES W BUILDING BY 5/4 M. MN. ME RATED ASSEMBUES 2 MANUFACTURER YRAIJ. DETERMWE FROM ME OWNER k SITE SLOWER LOCATION OF GARAGE k BWIO FACTORY PORTION OF ASSEMBLIES APPROPRIATELY, NCWDING GARAGE UNDER A DWELLING ] 1/Y TYPE Y UNMUM GYPSUM PROTECTIVE FINF1 ON GARAGE BEARING WALLS B, CEILING '-� REWRED T O PROTECT DWELLING ABK FIRE RATED WALL 4. DOORS FROM A WAGE SHALL NOT OPEN QB A SLEEPING SPACE EAEN OPENING BETWEEN GARAGE k OTHER •SPACE SHALL BE PROTECTED WTH A ]/4 HIR. MN. ' ME RATED SELF CLOSING DOOR AND FRAME. 6. PREPME COYBUSTIW AIR 9 ALL NOT BE OR AWN FROM GARAGE k CLEAN OUT SHALL NOT BE H Go tl \ D $ 5E §$t{ IN WAGE LEGEND F Z?O i � t HOUR U.N. RATING U309 ME RATED WALL NO WINDOWS O > Ln Te 2 qq 1. WOOD STUDS - NOM. 24 N SPACED 24' aC- EFFECRVLLT nRESTOPPFD. FWD Z I 2. WALLBOARD, CYPSUU. -5/8• McN. 4 FT, WIDE, NAIL 0 TO STIRS AND BEARING jf a ` "J yy3 lo PLATES MIN 64 CEMENT-COAIED HALLS i J /8• LG 0.915. SHANK pA k 1/4' I CC C i OA HEADS SPACED r aG I •CJJLD BOND BUILDING PRDOUCIS -TYPE FSW FSW-G ON TYPE •C• E f ANY 4AWFACro1RFR• O Q -Q �' i R.. . N ALUR' A S - WALLBOARD JOINTS COVERED !MM PAPER TAPE k JOINT COFgU NTH ANT COMPOUND.. GYPSUM PLASTER NO T MORE M T NBR%CDK S MWAVERE D APPUEB OVER THE WALLBOARD N ADDITION TO ME SPEOFG JONT TBEATMENT. - - S 1 A BAPS AW). N - (NOT SHOW) -OPTIONAL CLASS FILER NSUU W O. ENs C ONIN a C FIBERGLASS CORP.. 6EARNG THE GL CUSSFIGTIOM YAADNC — Q = 3 E RR51 FLOOR 1BBBBBBBI 1. "OUR MN. RATING L539 RRE RATED FLOOR / CEMNG ASSEMBLY t. FLOORING - 4.8 FT: BY 23-52 N; MOOR INTERIM PLYWOOD WITH EXTERIOR GLUE . . AND -TkG LONG EDGM. INSTALLED PERTWO ULAR TO JOISTS: MM END. JONTS CENTEREO.OVF2R JdST$.AND, STACJIRED. PLTVW]W.SEWRED: ro.JOISA WITH. . NO FIMSN- 1-3/4 TROlR M. NYS.ONLY 1 M MRA ALL CONSTRUCTION ADHESIVE AND 6C"RNGED SNANK NAVES •STAPLES NAVNO EQUAL OR GREATLTR•NMDRAM. AND LATERAL RESISTANCE STRENGTH MAY BE SUB50 -.. R.A. OR;PL APPAINAL STAMP . STATES EAECPT NYS MUTED. FOR ME 6W SKANIE NAILS 2 CROSS BRINGING, - NOM. 1.3 N. OR 2.10 SIRUD BRIDGING' - ON GARAGES PLASTIC UNIUBOT4 SMALL BE PROTECTED ' NTH 1/2- LAIN GYPSUM AS A DOW. BARRIER 1 WOOD JOISTS - NOV. 2.10 N. SPACED 24. O.C. MAX. FRE STOPPED 4. RAFTM - (CLG JOLT) NOM, 2A H. SPACED 21 O.C. MAX. BRIDGED LATERALLY MIN SOD BLOODING T FT. at S WALLBOARD. GYPSUM - 5 /B• DICK 4 FE WIDE SREETS OF WALIBOW D (OR LAM). - INSTALLED WIN LONG ONENSION PERPENDICULAR TO RAFTERS AND FASTENED TO EACH RAFTER WTH 1 7/8• LONG 5J CEMENT COATED NALS SPACED 7' O.0 AS . 1 8 L . AN ALTERNATE All 6 BUGLE HEAD DRYWALL SCREWS. 1 7/8• LONG, MY BE SUBSTITUTED FOR ME M CEMENT CRATED NAILS WALLBOARD JOINTS MAY BE / Ep AR • Ellm EXPOSED OR COVERED WITH JOINT SYSTEM. AS AN OPTION. KOM. ]/]2 H. -. THICK GYPSUM VENEER PLATER MAY BE APPLIED TO ENTIRE SURFACE O CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. RiP Cy W y n Wl;O, FO II FOE. NYS Y 5/4 NO ONL 'CANADIAN GYPSUM CO. - TYPE C 3/4 HR LAW. HALL 1'M N. ALL STATES CELOMX CORP. TYPE FRP. ,!{V OWTAR GVP9W W. - TYPE 5. NV v Y S PPORTNG FLWR- /" UNITED STATES GYPSUM CO. - TYPE C IP -X2. Rr CEILING ASSEMBLY .,S. OILY FIRST FLOOR JO OF NEB 1 16R MN ALL - STATES EXECPT NYS NON-COMBUSTIBLE TIYRO PARTS MPROVAI STAMP - R.00R IYPGN VY - =C]EsE 3/4 HOUR MW. RATING FC 5408 FIRE RATED FLOOR ASSEMBLY BASE LITER 5 /5" TYPE 'T GYPSUIM WMLBOARO APPLIED AT RIGHT ANGLES TG " 3/4 NIL MN. RA 2.10 WOW ACTS N' O.C. WIN 1 1/4• TYPE 5 DRYWALL SCREWS 24. O.0 FACE DOOR AND FRAME LAYER 5/8" TYPE %- GYPSUM OR V041H BASE APPLIED AT RIGHT ANGLES TO 3/4 NR, UN WALL SELF- CLOSING TYPCAL NTS ONLY JOISTS, MRU BASE LAYER NM 1 2/8" TYPE S DRYYYALL SCREWS 12- O.C. AT LANG SUPPWTWG FLOOR- O 1.5/4• SOLID AINTS AND HTETD4DIATE JOISTS. FACE LAYER ANTS OFFSET 24• FROM BASE JpxTS. 11/Y TYPE G DRYWALL SCREWS Y ON OTHER TEEDJG ASSEM%Y �I DOOR' OR E LATER ICED BACK SIDE ED FACE LAYER END JOINTS IT at 1/2- PLYWOOD WITH EXTERIOR GLUE . AYS. ONLY SELF CLOSING ALL AYES APPLIED AT IN ANGLES TO TOP OF JOISTS WITH Rd NAGS CELNG PROVIDES I 1N MH. ALL EXCEPT NM ONE HOUEI FIRE RESISTANCE PROTECTION FOR WOOD FRAYING. STATES EXECPT NYS. 3/4 ROW MW. , INX1Q00111 FReNG SFULL BE SAVE ' AS IBEBBBOIYI AS FOR L539 ]/4 1kpIR LASE' . 1/2• TYPE X MIN. GYPSUM PROTEC -E FUNSH ON CEILING k WADS SUPPCRTNG CEYING XO SKYUlES N J_ Q g ~ �a W � CLEF W Was` 0 Q Z n In e i-na +o zdrr Zmn� NW UX } L V� Q Y y`) > RA .. W c� lJ_ W A U g Q > d 3 N . N _J z Z O O W W JZ. L, Z Q O aor z 6� Z" �0W ma.o O O Z W p W' W: (D OOH.. Y QO z Y J �aQ ��r O wH.'¢ ED W N W i p O O ' WMDOW SCHEDULE CIE YANK" CODE. RWGN OPEINNO MANUE TYPE REMARKS V' ARE sG FT. LIMN so. FT. ANT MAL RR AREA NL0 RATES A 2414 35•.35 3/4' MALTA OBE" HUNG .32 .35 7.7 431 2.35 5166 .16 B 2022 N '.52 3/r MAYA OBL M NO 11.3 .35 12.5 606 4.4 100.75 16 C 3224 36'.56 3/4' MALTA DEL HANG EGRESS .35 130 10.12 346 125.50 "16 D 3225 35'.651 i MAYA OBE NMG EGRESS .36 17.1 126 5.69 157.50 .16 E 2826 3i.6, 31r MALTA oEl. NUNG EGRESS .M 133 Mm 366 12668 AS F 41CFV N 1/247 7/3- K9 NCTM 6 '.37 37.2 3192 14.25 35740 .16 C 4109 93•.571 K9 BOW 1668 .37 37.1 3192 14.5 362.00 .16 N IW3-I 24 1/4'03 1 f MALTA CASEMENT SAFETY GAZED :35 61 319 5.46 6663 .W 1 3M 351)f PEENESS � CARRIER ININDON MOIARK .50 ID2 11.1 MIA 006 N/A 3 7211 ]6'.66 3/4- MALTA OBI. NIMG EGRESS .35 ISM '127 346 13550 tfi X t9M -i 241 4'.361 i MALTA. CASEMENT 50. SDELITE -38 0.1 106 194 .9.25 .W - L 1915 -1 24 1 1.101 4• YALIA CASEMOR .21 .35 5.6 4.46 4.44 SS75 .02 Y 1"3-1 N 1 1.461 4- MALTA CASEMENT N/A .36 61 319 346 6663 .02 N 1955 -1 N t 1.601 4• MATTA CASEMENT MIA .35 6.1 7.03 SAM SIM AI 0 2311 -1 .25 1 i x16 f14- MALTA CASEMENT -/A .38 7.1 4:79 4.8 SIM � .02 P 2335-1 28 1 1.46 114' ItALTA GSENENT .032 .35. 7.9' 332 142 6650 ' 402 0 2343_1 23-4/448 1/4!' MALTA CAS[MENT EGRESS :35 95 6.67 665 ' 8136..02'. .N R - 2356 -1 28 1 4:.60 1 i MARIA-. CASEMENT . EGRESS "� " .35 11.0 655 . -651 .45. 40.5 5- 19514 95 3/4-41 t YIIA 801' IT 112-.310i3. - .35 40.9 26L2 - 1196 Ulm, .02 T 1616] o9•.Sa'' YALU .s' BAY NEATER? ; 36 J6.3 243' • 382 14550- .02' NOT 00 22.2666 STN .56) .' . YALIA': . RC1OE - ISMED PAM CLAD,YEMP: 5 2 "1- 181 .3'A .02'. 23 IT A 31411 RSAI .THEW AS -.: ".37: 0. 3l. N A. .000. • ,04 .. Fl"�21 h t 'dl OClAG04 N +.OPERABLE. :3Y 2] 2.16 N A 6DO ;OS' -' FuTME USE 35. 1/..211/4 YNIA A-. NOT'- NI[MpLO "TO PROA1pE AM' :35: 61' 1...'� N A 000." .M. OPTIONAL WNDOW SCHEDULE A 24N0 35 11"m '/4' AMERSW D&" HONG .31 7.8 17 2.71 M75 B 1812 N 1 -m l i ANDERSON Del MONO 2D .N 12.6 67 4.82 'NA,M C 3046 38.1 .57 t/47 ANDERSON OBL' HIM SS :11 IS2 168 193 11500 D 2052 ]. t ..651 f AYOERSOI DEl SS .31 135 11.0 6:1 131.50 E 3052 M 1 •465 t 4 ANDERSON 06L HUNG .34 173 126 689 157.50 F : 611E 97 1 .57 1 i ANERSOM PICTIBU .31 AS 264 6.4. 160.06 d.wa G Cq BOW 911 it 7 AIDDRON 809 .32 41.9 301 1..1 35306 I 7006 35 t .N 1 i A1DO6OY DBl NRNG GUS .31 Has 115 393 16675 Y as - N5 '.161 ADERSON CASEHDq .v 62 ..3 4A WSOD 0 CM35 25 7 t 3 ANDERSON GSEIE. .32 63 6.0 37 ]SOD P 0114 78 7 '.46 1 A DERSON CASEMENT TRESS .n 9.7 7.2 68 90.00 .O 0 0913 25 7 .W IN ANDERSON GSE7RNT OIESS .32 121 '9,2 - S W-1 96•.58 31.- ANDERSON W BAY .31 3A2 26.4 64 16600 .06 T 11416 90 w.35 31C ANDERSON 45• SAY .31 37.1 26.1 6. 160.00 .m 2.2 2529 n t .711 SLOT -TEN 2.2 SKYLIGHT MWAVERN11 .35 15. 108 DW 2.. 519 221 M6'I " %M -TEK h..SIFIVGNT .35. 7.3. 656 000 2! n 211 A. 1 - N- 9TEK M 9KA11 .35 149 9,92 D00 4N 4646 13 1J ' Ml fIr 9NI -TEK 4.4 SNKIWI .35 Ut t2.25 006 DOOR SCHEDULE CODE OPEN SM M04 OPENING UANf. TYiE REMARKS V' AREA ' ANT' RATES 1 3066 35'.61 J i TAYLOR NSUL" COPE EXT. PASSAGE .32 21.6 IMIA 119.7 .032 2 2666 24'.61 3 i TAYLOR COTE EXT. PASSAGE .42 11.3 6 175 .032 J 2866 31161 3/4- TAYLOR . COTE M GAD NOW RRSD .32 19.3 MIA 17.5 An 3S 2668 W 1 .61 3/4' TAYLOR INSIR. CORE OE tt" SKIL TARES ,32 19.0 "/A 17,5 AM 1 106 36182 1 tr "AMT NOLLOW CORE SIR PASSAGE N A N A N/A N/A 7/T S 2666 32 ".82 1' MONAN( HOLLOW! CORE N7 PASSAGE N A N/A N/A MIA N A 6 2068 26'.82 1' "A_ HOLLOW CORE Nt PASSAGE N A N A N A -/A N A ] 1668 20'.82 Ilr NOMA" HOLLOW CORE NT PASSAGE ./A VA .1A .11 ./A 5 2M8132-.02 1 ' MWAME LO I CORE B-FOLD N A N/A MIA MIA N A 9 2068 26*42 Ilr MOIARK HOLLOW CORE WFOLD !!LA N A N/A N/A MIA TO 4066 49'.62 1 MONARN NCLLOV CORE NSWOR 9OR TEMPOS "Al N/A N A N/A MIA 11 30661 STS .81 3/4- 1 TAYLOR CORE 50. SDELITE .21. IM3 2.0 19.7 N/A 12 3068 691 4'.61 ] i 1 TAYLOR 9A. CORE IDBLL 90ELIFE .21 139.3 14.0 19.7 .032 13 40615149`.62 1 MOUIII L011 CORE BT -PASS SUOER MIA N/A N/A N/A .0J2 I. 2066 10'x61 1 MOUNT ' OLON CORE POCKET DOOR N A MIA MIA N/A M A' 15 2666 61.466 1/2' ON WN ' -LOW CORE POCKET DOOR N/A MIA N ti -/A 16� 606675.61'34'' TAYLOR' SUL CORE DOUBLE ENTRY' .32 '42.6. N/A, 314 .032 '1] 5466 961 1.I�3 r' ": TAKM. "' '�EORE f9 SEUITE'fHDOOR' :II.: SS6 4.0 • }0.4 ".. 032 :' IS 2666 314-W 7 A -- ANDERSON 340. P66':. SAFETY N9k; US .N �0,9� 324 � 1356:' . 0. . 19. 2666 T2 1 17d 5 : CRONE `. GA .'. 11QW6WA II1PD5 .45. 40.5 3168: `1669' mom M. 2666 IT 112-.310i3. - MALTA G-0".' Now, FEW Os :35' 4Do T - 18.04 2s 21 666 11.1 460.1 ,- NEATER? ; NEO•PATD -; 3g0O. TEMPCLS 49 _ �4A0 219. _17.67' NOT 00 22.2666 R:1 - 460 .. MALTA " ISMED PAM CLAD,YEMP: 5 :4¢ '2YN' I7.70` 07 23 MILNE USE 24 FUTURE USE 25 FuTME USE 26 Fu116E usE 27 FUTURE USE 2D 2MD 106 14-M 'If YKIA '-O' F9ENOR LIAR -w as .35 59.6 3601 17.70 1 .07 STATE APPROVAL STAMP a s 5q C ■ N 0 0 Gil V m o Q Di _o ' r H Op 9 NO� LL y m E z O H o N r _ ^ 5 W Z m QV2� gam; k a y�fi zs m E , r ^i40 d v -. PE. .. - I. 9NOOW3 9KYLT(21TS AND DOORS O EWAL OR BETTER U'VALUE. AND YANUEACMED BY OTHER THAN 9NOW1 MAY BE 90STFUTED. 2 'INOOW AREA OF NABRABLE SPACE (LMNG OWNING. 91L1OONG IICHIN OWNING M NO OTHER OR01G A SLEEPING SPACE) SNARL BE 9S OP FLOOR AREA FOR MAI SEAL INRNT NM 4% OPENNO FOR ANIWATNN MIIBN. L NDl ANTED NEODNCAIlY 10 EXIOBOR, BATHROOMS R -TGLEI ROWS SHALL HAVE A MOD" OPENAME'NUA OF 1 1/2 s0. R." 3 S0. FT, FOR KROENETTES l IICHEMS (,") Z Q O. . I1M4D PARTY APPROVK STAMP OPENING (60 S0. TT: ON WORE) SMALL NN.AA SEX M FLOOD MESS OPENING FUR --W" AMFGlDIL Q .. 1 DOORS MS)M VENTS 6 MENINGS N EXIOMR OR TENANT. STAN d GARAGE SEPARATION W b WALES ALSO SKILIGNTS• RIDCE VENTS LWSIX9 OW OPEN RM PASSING RED! A FIRE RAZED CLUNG N A S1Ap OR CARAFE PULL BE 3/4 "R. WI. TIRE RATED W, BE SEMI CL09NG OR RNA. A 3/4 HR. MN. V) OKM NG PROIECRA. Q 4. 'SPACES MEETING W "AMIABLE SPACE R[gWERENIS (80 SO. FT. At 7 -6'. HOE) SHALL CCWKY.TAM .. NA811ABLE SPACE REOppEYEN1S C0. LAR• MDR, A L4RESS - S 101 FLAME SPREAD CLASSIFICATION O ALL TN94 NATUMS 9HEL CE CLASS Z,/MD RATND OF U IN . LESS IRAN 206 Z g L ROOT C0ARNC5 SKI BE LISTED AS CLASS'C OR BETTER. HC � fi a M >� N ZM O 0 w W 2 O C�� K _. .oz Y w 4 ¢ Z zel W W O_W O N m • Z C) O S C Q 2 . Ada. in.r ¢- M W in O O ~0� BRUCE R. FOLEY Public Health Director DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 LORETTA MOLINARI R.N., M.S.N. Associate Public Health Director Director of Patient Services Environmental Health (845) 278 - 6130 Fax (845) 278 - 7921 Nursing Services (845) 278 - 6558 WIC (845) 278 - 6678 Fax (845) 278 - 6085 Early Intervention/Preschool (845) 278 - 6014 Fax (845) 278 - 6648 October 4, 2002 Zarecki & Assoc. 11 West Main St. Pawling, NY 12564 Re: Addition -Bell- 16 Burdick Rd. No Increases in Number of Bedrooms (T) Patterson Tax # 4 -1 -26 Dear Mr. Bell: I have received and reviewed the plans for the proposed replacement to the above - mentioned residence. The proposal for the - replacement has been approved as per plans bearing the approval stamp from this Department dated October 4, 2002. The addition is approved with the following conditions: 1. The total number of bedrooms must remain at Three without prior approval by this department. 2. The sewage disposal system, and its expansion area, must be constructed as shown on plans prepared by Zarecki and Assoc. and approved by this department on October 4, 2002. 3. All plumbing fixtures must be updated with water saving devices, i.e., new low flush toilets, restrictors for shower heads and faucets, etc. Any other permits or variances required are the responsibility of the applicant and the jurisdiction of the Town of Patterson.. If you have any questions, please contact me at your convenience. Very truly yo William Hedges WH:kg Senior Public Health Sanitarian cc: BI ZARECIO & ASSOCIATES, L.L.C. Engineers • Surveyors *Architects 11 West Main Street PAWLING, NEW YORK 12564 \� L� 1 (845) 855 -3771 FAX (845) 855 -3772 f Co . G o h�-pcy % WE ARE SENDING YOU PAttached ❑ Under separate cover via • Shop drawings ❑ Prints • Copy of letter ❑ Change order ❑ Plans LETTER OF TRA NSMITTAL DATE 1 JOB NO. ATTENTION RE: j n the following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION p 1 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US TO SIGNED: '"� .! If enclosures are not as noted, kindly notlfy us at once PUTNAM COUNTY DEPARTMENT OF HEATLH DIVISION: OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM Owner: Bell, Robert Jr. and Lorraine Address: 43 Patterson Village, Patterson, NY Located at (Street): 16 Burdick Road, Route 311 Tax Map 4 Block Lot 26 (indicate nearest cross street) Municipality: Jown of Patterson Watershed: East Branch SOIL PERCOLATION TEST DATA Date of Pre - soaking: August 21, 2002 Date of Percolation Test: August 22, 2002 H' o16No. `Run No Time Start -Stop Elapse time ' in: Depth to tivater From.Ground Surface (Inches)- .;, Start Stop Water Level, . , Drop In Inches ..Percolation Rate 1VIin/Inch A 1 3:07 -3:10 3 18" 21" 3 1 m/i 2 3:12 -3:16 4 18" 21" 3 1.33 m/I 3 3:17 -3:23 6 18" 21" 3 2 m/I 4 3:25 -3:32 7 18" 21" 3 2.33 m/i 5 3:32 -3:41 9 18" 21" 3 3 m/i 6 3:42 -3:51 9 18" 21" 3 3 m/i B 1 3:13 -3:15 2 18" 21" 3 <1 m/i 2 3:15 -3:18 3 18" 21" 3 1 m/i 3 3:19 -3:24 5 18" 21" 3 1.67 m/i 4 3:25 -3:33 7 18" 21" 3 2.33 m/i 5 3:33 -3:41 8 18" 21" 3 2.67 m/i 6 3:43 -3:52 9 18" 21" 3 3 m/i 7 3:54 -4:03 9 18" 21" 1 3 3 m/i NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtained at each percolation test hole. (i.e.< 1 min for 1 -30 min/inch, < 2 min for 31 -60 min/inch) All data to be submitted for review. 2. Depth measurements to be made from top of hole Form DD -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION FOR APPROVAL OF PLANS FOR A WASTEWATER TREATMENT SYSTEM 1. Name and address of applicant: Bell, Robert & Lorraine 43 Patterson Village 2. Name of project: Bell Septic New York 12563 Repair 3. Location TN: Patterson 4. Design Professional: zarecki &Assoc. LLC 5. Address: 11... wAR} Main S1-rPpf 6. Tyne of Proiect: x Private/Residential Apartments Office Building Food Service Institutional Realty Subidvision Patterson,.New York 12563 Commercial Mobile Home Park Other (specify) _ 7. Is this project subject to State Environmental Quality Review (SEQR)9 Type Status (check one) .:..................... ....:.......................... Type I Type II 8. Is a Draft Environmental Impact Statement (DEIS) required? ........................ 9. Has DEIS been completed and found acceptable by Lead Agency? ............... 10. Name of Lead Agency N/A Exempt _ Unlisted x No N/A 11. If this project is an area under the control of local planning, zoning, or other officials, ordinances? ......................................................... ............................... —Y ES 12. If so, have plans been submitted to such authorities? ........ ............................... N/A 13. Has preliminary approval been granted by such authorities? 14. Type of Sewage Treatment System Discharge ................. Date granted: N/A surface water x groundwater 15. If surface water discharge, what is the stream class designation? .................... N/A 16. Waters index number (surface) ......................... :................................................. N/A 17. Is project located near a public water supply system? ...... ............................... No 18. If yes, name of water supply N/A Distance to water supply N/A 19. Is project site near a public sewage collection or treatment system? ................ N 20. Name of sewage system N/A Distance to sewage system N/A 21. Date test holes observed $ 22. Name of Health Inspector BILL KF.i�?r S Form PC -97 23. Project design flow (gallons per day) .......................................... ....................... 24. Is State Pollutant Discharge Elimination System (SPDES) Permit required ?... 2 600 6PD NO 25. Has SPDES Application been submitted to local DEC office? ......................... N/A 26. Is any portion of this project located within a designated Town or State wetland? Sao 27. Wetlands ID Number ........................................................... ............................... N/A 28. Is Wetlands Permit required? .............................................. ............................... NO Has application been made to Town of Local DEC office? ............................... N/A 29. Does project require a DEC Stream Disturbance Permit? .. ............................... No 30. Is or was project site used for agricultural activity involving application of pesticides to orchards or other crops, solid or hazardous waste disposal, landfilling, sludge application or industrial activity? ............................ Yes/No No 31. Is project located within 1,000 feet of existing or abandoned landfill, hazardous waste site, salt stockpile, landfill, sludge disposal site or any other potential known source of contamination? ... ............................... Yes/No No DESCRIBE: 32. Is there a local master plan on file with the Town or Village? ......................... UNKNOWN 33. Are community water and/or sewer facilities planned to be developed within 15 years in or adjacent to project site? ................................. ............................... No 34. Are any sewage treatment areas in excess of 15% slope? . ............................... NO 35. Tax Map ID Number .......................... ............................... Map 4 Block Lot 26 36. Approved plans are to be returned to ..... Applicant_ Design Professional If the application is signed by a person other than the applicant shown in Item l .,the application must be accompanied by a Letter of Authorization (Form LA -97). Failure to comply with this provision may be grounds for the rejection of any submission. I hereby affirm, under penalty of perjury, that information provided on this form is true to the best of my knowledge and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. SIGNATURES &MFP"A-'T A& Mailing Addre STtg 617.20 Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I — PROJECT INFORMATION (To be completed by Applicant or Project sponsor) 1. APPLICANT /SPONSOR 1. PROJECT NAME Robert & Lorraine Bell Bell Septic Repair 3. PROJECT LOCATION: Municipality: Town of Patterson Coun : Putnam 4. PRECISE LOCATION (Street address and road intersections, prominent landmarks, etc., or provide map) 16 Burdick Road, Patterson, New York Route 311E., make a left onto Burdick Road, property on East side of Burdick Road. 5. PROPOSED ACTION IS: X New ❑ Expansion Modification/alteration 6. DESCRIBE PROJECT BRIEFLY: Proposed single -family house to replace existing 2- bedroom trailer. Existing seepage pit to be abandoned together with existing well and replaced with new sewage disposal system and a new well.. 7. AMOUNT OF LAND AFFECTED: Initially 1.60 acres Ultimately 1.60 acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? X Yes ❑ No If no, describe briefly 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? X Residential ❑ Industrial X Commercial❑ AgriculturtO Park/Forest/Open Space ❑ Other Describe: 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL, STATE OR LOCAL)? X Yes ❑ No If yes, list agency(s) name and permit/approvals: Town of Paterson building permit. 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ❑_ Yes X No If Yes, list agency(s) name and permit/approvals: 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION: Yes X No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY ENO EDGE Applicant/sponsor n (St,r'� �- Date: C> v _ Signature: �0.-J a Z If actin is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR, PART 617.4? If yes, coordinate the review process and use the full EAR ❑ Yes X No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.4? If No, a negative declaration may be superseded by another involved agency. ❑ Yes -X No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten, if legible) Cl. Existing air quality, surface or groundwater quality or quantity, noise levels, existing traffic pattern, solid waste production or disposal, potential for erosion, drainage or flooding problems? Explain briefly: No C2. Aesthetic, agricultural, archaeological, historic, or other natural or cultural resources; or community or neighborhood character? Explain briefly: No ..- C3. Vegetation or fauna, fish, shellfish or wildlife species, significant habitats or threatened or endangered species? Explain briefly: No r'... C4. A community's existing plans or goals as officially adopted, or a change in use or intensity of use of land or other natural resources? Explain briefly: No /. C5. Growth, subsequent development, or related activities likely to be induced by the proposed action? Explain briefly: No C7 Other impacts (including changes in use of either quantity or type of energy? Explain briefly: No D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA (CEA)? ❑ Yes X No If Yes, explain briefly E. IS THERE, OR IS THERE LIKELY TO BE, CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? ❑ Yes X No If Yes, explain briefly: /f -Pl/ : - • PART III — DETERMINATION OF SIGNIFICANCE (To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above, determine whether it is substantial, large, important or otherwise significant. Each effect should be assessed in connection with its (a) setting (i.e. urban or rural); (b) probability of occurring; (c) duration ; (d) irreversibility; (e) geographic scope; and (f) magnitude. If necessary, add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question d of part ii was checked yes, the determination of significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CRA _ ❑ Check this box if you have identified one or more potentially large or significant adverse impacts, which MAY occur. Then proceed directly to the FULL EAF and/or prepare a positive declaration. i Ch ck this box if you have determined, based on the information and analysis above and any supporting documentation, that the proposed action WILL NOT result in any significant adverse environmental impacts AND provide, on attachments as necessary, the reasons supporting this determination. Name of Lead Agency Date �- Print or Type Name of Responsibe Officer in Lead Agency Title of Responsible Officer _ Q Signature of Responsible Officer n , AFFncy Signature of Pre parer If different from responsible officer PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES LETTER OF AUTHORIZATION RE: Property of BELL, ROBERT & LORRAINE Located at '16 Burdick Road T/V pa Ron Tax Map # - 4 Block Lot 26 Subdivision of Subdivision Lot # Filed Map # Date Filed Gentlemen: This letter is to authorize Zarecki & Associates, LLc a duly licensed Professional Engineer x or Registered Architect to apply for the required wastewater treatment and/or water supply permit(s) to serve the above -noted property in accordance with the standards, rules or regulations as promulgated by the Public Health Director of the Putnam County Health Department, and to sign all necessary papers on my behalf in connection with this matter and to supervise the construction of said wastewater tretment and/or water supply systems in conformity with the provisions of Article 145 and/or 147 of the Education Law, the Public Health Law, and the Putnam County Sanitary Code. Countersigned: P.E., R.A., # # 6000 h3 Mailing Ad ress 11 west Main Street Pawling State New Yark Zip 19564 Telephone: 845-855-3771 Very truly yours, Signed: /_Oet� ) (Owner of Property Mailing Address: 43 Patterson Village Patterson State New York Telephone: 845- 878 -9457 Zip 1256$3 Form LA -97 FROM : PADEN PHONE NO. 8452280844 Nov. 05 2002 09:39AM Pi lwwq W A01w,0 'ViNk p"we- �N. 0 '74 n4i whit A W N;4111- I, -Zia, 10125-10 Z_ -S -PARR TIF Aq:7S TPI:R45-2 78 -7921 NAME:PUTNAM COUNTY DEPARTMENT OF P. 1 10/29/2002 14:17 FAX 845 855 3772 ZARECKI AND ASSOCIATES ZARECKI ASSOCUM, LC. Engineers • Architects Surveyors Joseph Zarecki, PE Jeffrey Hecker, LS Curt Johnson, RA 11 West Main St. Pawling, NY 12564 (845( 855 -3771 (845) 855.3772 Fax email= zareck37710ag1,e0m 31 Boilay Ave, Ridgefield, CT 06877 1203) 4387094 (203) 438 -7157 Fax Z:% C t C1`•'• SLJ'RV�EYIN42 October 29, 2002 Putnam County Health Department I Geneva Road Brewster, NY 10509 1 Re: Robert & Lorraine Bell Plot flan for Building Permit Tax Lot # Sec 4 Block 1 Lot 28 Dear William hedges: Please refer to the attached 8.5" x 11" print of the portion of the revised site / plot plan for the Robert Bell SSDS repair. In accordance with R- 40 zoning requirements, the proposed residence needed relocated as shown on the attached portion of the plot plant as submitted to the Town of Patterson Building Department. In summary, the septic tank need to be relocated, and the effluent line was shortened by 9 feet. If your have any additional requests / questions, please call Daniel Mack at 855 - 3771. Thank You. Daniel Mack, E. Lic # 080088 Cc: Robert Bell File la 001 -- C) . Q r N 0 0 Eg i ` Vows ,,l o 0 am a� V N ti ao Go C w ao� N 0 0 N N O \1 Urmrtr rrAZ ru CL M■ MYCU FOR NEW HOUSE' STONE P&L.ARS rp UREAR FEET 4' M CLP Ar 2X umv,, SLOPE ..W-- J2 umcAR mr 4' DOA —33 PVC AT 1X V SLOPE S u B O (ro RY p a� EXIST. rwo 68.6' �R~ CRAVE DR1 VEWA Y 42.4 2.5 15' 14, 7' UIhI��PROPOSED WATER SERWCE PROPOSED KU LOCATION op EASTERLY LINE OF VURDICK ROAD' AS DESCRIBED iff DEED UBER 92M. PACE 89. �c MIN. i EPSING "ML TO 8C AUNDOK49D FOR CON571MROM OF NEW S.S.T,S (SEE A07E r7) WCHERR Y (rd or MA �" J2"MAf (7t7 8E 6' M1 r tMAMIE PI iE i1fM�lfCH AM SiTR -J6 f7f'E TO EACH LArERAI trN rlaSuAON eox OCATM OE EJUSTINC DRY riiLL' TO B / AS MOOIMED F-VSr. RAMROAD TIE WALL / PANG M WELLS WV41Nf 20V OF SEPRO �A A R m l ov ZARECMI & ASSOCIATES, L.L.C. Engineers • Surveyors • Architects 11 West Main Street PAWLING, NEW YORK 12564 (845) 855 -3771 TO FAX (845) 855,.337�72� WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via • Shop drawings ❑ Prints ❑ Plans • Copy of letter ❑ Change order ❑ I ffffUM OLI U D IJVMODU11 DATE JOB N0. ATTENTION r DESCRIPTION RE: yy �Jcr � / � p —, ,t i�C.i is - fz o, 00,J612- �- t the following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION Zei U 00,J612- �- t jA -) 1-T-- THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested • For review and comment • FORBIDS DUE REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections • Resubmit copies for approval • Submit copies for distribution • Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US «.»- &r. If enclosures are not as noted, kindly n ", us ZARECKI AsSOCIATM, L.L.C. Engineers © Architects Suiveyors Joseph Zorecki, PE Jeffrey Hecker, LS Curt Johnson, RA 1 1 West Main St Pawling, NY 12564 (845) 855 -3771 (845) 855 -3772 Fax email: zareck3771 @aol.Com 31 Bailey Ave. Ridgefield, CT 06877 (203) 438 -7094 (203) 438 -7157 Fax October 29, 2002 Putnam County Health Department 1 Geneva Road Brewster, NY 10509 Re: Robert & Lorraine Bell Plot Plan for Building Permit Tax Lot # Sec 4 Block 1 Lot 28 Dear William Hedges: Please refer to the attached 8.5" x 11" print of the portion of the revised site / plot plan for the Robert Bell SSDS repair. In accordance with R- 40 zoning requirements, the proposed residence needed relocated as shown on the attached portion of the plot plan as submitted to the Town of Patterson Building Department. In summary, the septic tank need to be relocated, and the effluent line was shortened by 9 feet. If your have any additional requests / questions, please call Daniel Mack at 855 -3771. Thank You. aniel Mac , P.E. Lic # 080088 Cc: Robert Bell File �z'zJEd I -02o N m W d F V H LL W PUTNAM COUNTY DEPARTMENT OF HEAtsli H Cn 'HOUSE PLANS APPROVED FOR ° BEDROOM COUNT ONLY; )---BEDROOMS iONO Y g ✓t ^^ n. N m N to V QI N m m m m m N m Or 4 ik 2• x - DEN37ES ALI1:I1➢iA_ COLLWK iN BASiXENT E •ID Tn BEST Or M 3. STRIRS TO RE B77LT k1TR R 14• RISERS kftR 7 TREADS 7 ins rkcioSr M+� <.l'G 8EA7r OVER WK RM TO BE-Q; 7 I/Z x 9 1/4 Ml g, rPr� cnttnjET MPLITnTC7r h1 x17! e.Te era -sa. vra 1. I0. 17. I2. y` - [[.� II: U : _ �^ _ $tAIE APPROVAL STAMP - u _ G R Ell l II. 5yL( C Q c Z O E < O o o DO I , N O ^ � G� LL O ZN L 1, _ 4 W FoZ a C W n paS b i OL ' S 1_411 = L 2 ° F 1 J� 2 1 �T Fes' W LLI to W � > o - Eif .- _ HOUSING CORP. QUALITY * VALUE 'k COMMITMENT 1080 SOUTH MAtN STREET, PA 7201 OFFICE (717) .264 -7577 FAX (717) 263 1662 - U C 0 DRAWING INDEx PAfi OLSCBPIIW I COVER SHEET M RANCH - TYPCAL ELEVAMYS TO CAM - TYPICAL ELEVAMINS 2C l' t V RANCH _ 1YPCZ LEIAYCNS TO iH0 STORT - IYPCAL ELEVATIONS S ELEVAICN OPROMS )A ELEWDON- OPTIONS U RANCH - CAPE - 2 S7BRY - FOUNDATION , t Rwa - FouNOAna SA RANEN- RDDRPLAHS SB CAPE - FlOf/R RAMS bt - PLANS O. STORY N • RANLN ELECTRICAL PLANS 60 CAPE - ELECTRICAL- PLANS 6C -t- t V RANDI - ELECTRICAL PLANS . DESIGN .CRITERIA IYPE:.SB USE GROUP: 1996 BOCA R} 7995 CABO RA ' 1996 NEC: MASS CODE RE01 /; NC A NY OCCUVANCY: ONE t TKO FARY OTELLmcs 1 TPUy[T TOP Cam UV[ LOAD - AO 9 TOP Cam DEAD LOAD . 10 PST BOTTOM CORD DEAD LOAD . 10 pS " RAFTERS UW LOAD 10 PSF DEAD LOAD . 10 PS OR ACTUAL REILNT .. atING JaSTS:SIORADE - UK LOAD - 20 P51 •. BEAD LOAD - 10 PST OR ACTUAL KICHT FLOORS NOR- SLEEPING ARE A5 - LSE LOAD - AO PSI SLEEPING AREAS - UVE LOAD - ' 30 PS, I DEAD LOAD • 10 v4 M ACTUAL KEONI MNO LOAD: 25 PSF COASTAL AREA 32 PST MD N PS NJ SHOW LOAD: X. AO.. W't 6o PSF (MESS OTNERMSE SPECKKD) GENERAL NOTES TINIRD PARTY APPROVAL ALENCY: MS CORPCIRAIIaR - 'LABEL LOLAINNS MS LABEL. STATE LABEL AND DATA RATE AT KITCHEN 9RU. MS LABEL AM WAIE'LABEL IN EACH TRANSPORIADE 90. (SECONDARY CLOSET). _ LABEL LOCAUDIRS FOR WHEW OPINR! - MS LABEL AND DATA PEAK AT 107CHEIN SMIN - EACH UMNG UNIT. - STATE LABEL Al " H SW LEFT SIDE LAVING UNIT ONLY. i - PS LABEL IN BEDROOM CLOSET EACH MODULE AM IN EACH OPTIONAL: MODULE . • NEU DRAMNLS NEET NYS BUILDING CODE. OEM pRAFT ARE PROPERTY Of U.S. HOU5NO CORP AND 5Hµ' NOI BE - REPRODUCED AND OR COPED MIHO T AUINORIZAIDN. US HC Rl BE COISDERED AS A SUB- COMTRACTC R N ALL BPLDNG PROJECTS, SUPPLING A BUILDING COMPONENT TO A GENERAL CCNTRACTOR OR BUILDER. ALL . NOTES MIN REFERENCE 70 '01-FIELD. "OM -SITE OR 91 MOW ARE MRIAVI ,10 THE RESPONSIBILITIES 0' THE CENERAL CONTRACTDL - .A DIMENNAOM INESRAMDN OTES SHOULD NOT SUPENCEOEBANVCSUCH REFERENCE K REFERENCE. OISCREIE MODELS (PLANS HAVUD THE SAME SPECIFIC ROOM, ARRANGEMENT OR ARCMIECTUITAL STYLE) SHALL BE PREPARED -FROM THESE DRAMNGS MTNDIT -MODIFICATION. AODNON OR DELETION IN ANY ­ER. A-1 DMALMGS MINK FIRE LIMITS "B" SHALL HAVE 5(F HR. MIN. FIRE RATED EXTERIOR WALLS WIN NONCOMBUSTIBLE EKRNOR FACING (NOT NNn) AS MR NYS'1115,18 t TABLE I -)fA ` I a < O RD STORY - ELECTRICAL PLANS 7A RANCH -BASE BASEBOARD NEAtING PLANS 70 CAM - BASEBOARO HEAIUHG PLANS 7C "t- t L. RANLN - BASEBOARp N[ATWG PLANS ro YII) STORY - BASEBOARD NEA RIG MANS 6A RANCH' WAILOZZ LECIRIC LOAD CALCULATIONS UT CAM - HEATICII LECTRIC LOAD CALCULATIONS !C "t- t Z" R— NEATLOSSALECIRIC LOAD CALCULATIONS BD TKO STORY - HEAROSS ECIRC LOAD CALCULATIONS N b Z d I;, .N W ... (� % m a . o =o qg �±V 7� 9 OPIONAL KltogNS 10 BpvowR BATIs .1 [LE[iRCAI. - OPTIONµ NTCNENS I] ELECTRCAL - .OPTIONAL RM 13 PLUMBIC -,- ORTKNRAt KITCHENS la PLUMBING'- WTCNAL BAINS IS WATER SUPPLY 'OIARS' 15F PLUMB o-cclALS 16A RANCH - iYPCAI RUN8NO 160 CAM - TYPICAL PLUMBING I T' t -t"'RANDM = TYPICAL PLWBING ' R.A. OR P.E. APPROVAL STAMP JAN 17 1997 ( { ' � ' ' ISO TKO START - .IVpICAL RUMBWC: 17 SCHEDULES Ie aAHOH - TYPIC,K sECTNxrs I. CAM - IYPKAI SECTIONS 180 CAM OPTIONS - TYPCAL SECTORS IBC 'I t V RANCH - TYPICAL SECTORS 1KD'STORI - 1YPN AL SECTIONS TKO BTORT - CONTEMPORARY - TIFYCAL SECTIONS N221 OVALS TYPICAL SECICN /SPAR "FARS. SEPARATION WALL BETAS 21A SEPARATION NMl DETAILS - NEW IORK $tAIE ONLY Z2 MACE- FIRE tSAFETY - GAMLE DE1NL5 ZO scKoIAES 2R TRUSSES ' _ f ' q . 4 a L 11 15 YANOAION1 FOR IKE B7LDE.R -0 COMPLETE IH15 HOME IN COMPLIANCE MIH THE YARItANQ ENERGY CONSERVATION REOUREMENTS AM MAL 9TE WORI MAY BE: a FLOOR INSULATION = CRAM SPACE 9. FOTNDAIKH rAll NSULATgN - BASEMENT c- PIERRE OR NSUTAWN - SLABS INSULATION - PIPING []POSED 10 UNDDNDIDHAL SPACES THE ABOVE MUST BE ACCMPL19WD Mi1mN STAR CODE REOUMEHENlS 2. BUILDER RESPONSIBLE 10 FILE IHE REOnRED CCARFCAIICN FOAMS MM NNE LOCAL ELECIRIC.UTILITY POOR 10 oB —.G MRYANENI ELECIMC SERWCE S FOR NSUARD1 REQUIREMENTS FOR NlS SEE PART (61 BY THE NIS IN:RCT CONRR 'DON CONSiRIICOpI CODE. N. ME DEWf[ -OAT [HART DlOt FOR AVUAftE OEfAE[ -OAT'S 1NIRD PARTY APPROVAL STAMP AU COMM AALLL99 VVAPVVIYYlI��jj�"�= 1J ��L�9EU�w7q.T�fILP�F� --- '••'•t• OF E PLUS APPROVED FOR OOM COUNT ONLY �Rw ..,.,,� -_AL •Y6 -` - -' ltle (P.A" iINSULLAOCIN SYSTEM _ ENWLOPf 1 NON -01 URIC NEAMG ELECTRIC NEAI- 5000 -NCO DEaRe OAY IOW -9WO DEIaK[ OAI SNO-N/J0 DEOKE OAY 700o-90fA DECRf O,NI D1ERLR 'KNLLS R -19 R -19 R -19 t R -S.N R -19 t R-1N AOO R -19 A XA /lOdf 0.A9VG R -i9 A -1.65 =70 F -I9 R -1.85 1 19 R -19 R -2.8 R -19 t o -1N R W ,Z LL W O•. Z C) 0 K. O.c_ �''�Z'- W J Z .. Z.¢.. U C 0 L�1 c 5Z_'. W�.O ZWQ WOO �Wt) CD VO U J t.i F Z 6 Q. wWw CD . N �W r ., ffM O' r �aQ a a'z a' <.3 J.O � O. Z 3�0a N • :O ZW Z i .N 4 W W l Z ZS Op W 3: q ;=.. O F=- LOST OO 0 i PUTNAM COUNTY DEPARTMENT OF HEALTH A ' DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CONSTRUCT A WATER WELL n please print or type PCHD Permit # A I An �3 -0 A Well Location: Street Address: TownNillage Tax Grid # 16 Burdick Road Patterson Map 4 Block Lot(s) 26 Well Owner: Name: Address: Bell, Robert & Lorrai a 43 Patterson Village, Patterson, NY 12563 Use of Well: x Residential Public Supply Air /Cond/Heat Pump Irrigation 1- primary Business Farm Test/Monitoring Other (specify) 2- secondary Industrial Institutional Standby Amount of Use Yield Sought gpm # People Served Est. of Daily Usage gal. Reason for Replace Existing Supply Test/Observation Additional Supply Drilling New Supply (new dwelling) Deepen Existing Well Detailed Reason j�A ' -TD co to for Drilling Lo l` %(rN kFE-P44 Well Type X Drilled Driven Gravel Other Is well site subject to flooding? ................................................. ............................... Yes No ><' Is well located in a realty subdivision? ...................................... ............................... Yes No Name of subdivision P 1A4 Lot No. Water Well Contractor: _M l'E PEMCiA i)VEP Address: Is Public Water Supply available to site? .................................. ............................... Yes No Name of Public Water Supply: PATES �-,cv.AJ TownNillage V I i IA" Distance to property from nearest water main: Z G -Fa-7E77- Proposed well location & sources of contamination to be provided on separate sheet/plan. Date: % U U L Applicant Signature: p, o PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above, is granted under provisions of Article 10 of the Putnam County Sanitary Code and Subpart 5 -2 of Part 5 of the New York State Sanitary Code and provided that within thirty (30) days of the completion of water well construction, the applicant or their designated representative shall: 1) Pump the well until the water is clear. 2) Disinfect the well in accordance with the requirements of the Putnam County Health Department. 3) Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant and/or well driller shall take appropriate action to assure that any and all water and waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise contaminate surface or groundwater. APPROVED FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the well has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Well to be constructed by a water driller certified by Putnam County. Date of Issue —� L S� Permit Issuin 1&cial: Date of Expiration o , Title: Permit is Non- Transferr ble r White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO ABANDON A WATER WELL please print or type PCHD PERMIT # -d 6 '4 Well Location: Street Address: TownNillage Tax Grid # 16 Burdick Road Patterson Map 4 Block Lot(s) 26 Well Owner: Name: Address: Bell, Robert & Lorraine Patterson Village, Patterson, New York 12563 Well Type: X Drilled Driven Dug Gravel Other Depth Data: Well Depth � ft Static Water Level v.AJkA ft Date Measured Use of Well: _ Residential Public Supply Air /Cond/Heat Pump Abandoned 1- primary Business _ Farm Test/Observation Other (specify) 2- secondary Industrial Institutional Standby Water Well Name: Address: 'TO . &:G Contractor: Reason For v t I,�►�v `t'� Abandonment: Description of Work To Be Performed:.x; , sIS Ts A A) - ,M t r -t S, I (i e,) Date: 67/o5)0 4- Applicant Signature: PERMIT This permit, to abandon one water well as set.forth above, is granted under provisions of Article 10 of the Putnam County Sanitary Code, Subpart 5 -2 of Part 5 of the New York State Sanitary Code and/or Part 75 of 10 NYCRR and provided that: Within 30 days of the completion of the abandonment of the water well, the applicant shall submit to the Department a certified statement that the information delineated on the application for this permit has been completed. o da 2- Date A Issue Permit Issuing Official Title White copy: HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WA -97 ZAIIECKI & ASSOCIATES, L.L.C. Engineers 9 Surveyors • Architects 11 West Main Street - PAW LING, NEW YORK 12564 (845) 855 -3771 FAX (845) 855 -3772 , TO C ( ✓acs` �rf LETTER OF TRANSMITTAL DATE � � � JOB NO. ATTENTI RE: "' --C�� D WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION "' --C�� D /f �/ 4.� �'�/ `mow' Y++��.✓ `f... .!'� �J� /�. �1•� /�.°`�J �rir�.��_�,z�rCZVr►� ,Ir.r���%i1r�:{�:��a%i�ii ❑ For approval ❑ For your use • As requested • For review and comment ❑ FORBIDS DUE REMARKS • Approved as submitted • Approved as noted • Returned for corrections ❑ Resubmit copies for approval • Submit copies for distribution • Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO SIGNED`, —,° ✓�f nt'' f l t Sheet of * =_ PUTNAM:COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL:HEATLH SERVICES.. ,W YO4 FIELD ACTIVITY REPORT: jm Street TownV State Zip PERSON IN`'CHARGE - OR TNTFRVTF.WF.T). -.. Tate. C.01 .2'L yQ N'- and :Trt TYPE OF FACILITY,. eSl °O FINDINGS C u Pi o v►I�t� " 4�A ; 4 ­7 e . - i Signature and Title f RF.tou RV: RFC:FTVFT) J- acknowledge receip of this report SIGNATURE; ( 02:/96. Title; t EXISTING BURIED WELL LOCATION AS REPORTED BY . PROPERTY OWNER C WELL TO BE �NEO FOR N g4.3p'00` W IRCTION OF NEW .�� (SEE NOTE 17) R =100' - �- 13 "CHERRY L r' R C r (TO BE REMOVED) 32 "AMPLE (TO B£ .REMOVE TYP. -PRIMARY SYSTEM: 6 ROWS AT 30 LINEAR FEET END S ALL LATERAL ENDS XP SYSTEM: 6 R AT 30 LINEAR FEET EACH, CAP ALL LATERAL ENDS C SuB SILTATION FENCE (TYP.) s LF MINIMUM SOLID SOA PE TO EACH LATERAL rBUTION BOX ATION OF EXISTING DRY (ABANDONED WALL / 4THIN 200' OF SEPTIC 'LcB 27.49' !rr WE T AREI N /F- BURDICK �4' C.I.P. L -10' Ar 21ELE 491.0 - ,:Aw N7.E ✓. ��1.0 � n n eo- 6c- DEE j. l I HOUSING CORP. QU A L I TY *VALUE * COMMI TMEN T 1080 SOUTH MAIN STREET, CHAMBERSBURG, PA 17201 OFFICE (717) 26.4 -7577 FAX (717) 263 1662 OESIGN.CRITERIA . CCNSF TYPE: SIT USE uoutP. 1996 BOU 13: 1995 CABO RA 1996 NEC: MASS CODE REO47; NC k HY OCCUPANCY: ONE i TWO FANTY DWELLINGS • . TRUSSES TOP CORD UK LOAD - ID PST TOP COLD DEAD LOAD - 10 PSF - BOITOI CURB DEAD LOAD - 10 PST RAFTERS UK LOAD AO PST DEAD LOAD 10 PSF OR ACTUAL WEIGHT CEILING J0151S:S7ORAGE - IIYE LOAD - 20 PY OEAU LOAD . 10 PSI OR ACTUAL W-1 FLOORS: HON - SLEEPING AREAS - LIVE LOAD AO P7 SLEEPING AREAS - LIVE LOAD JD PSF. DEAD. LOAD 10 PSF OR ACTUAL WEIGHT WHO LOAD. 25 PSF CDASIAL AREA! 32 PSF W. N PST NJ SNOW JOAO: W. 40. 50'i 60 PST (UNLESS D1HER'WGE SPECRIED) GENERAL NOTES !1Ot0 PARTY RO APPVAL AGENCY: PITS CORPORATION ' LABEL LoCAH S PLS LABEL STATE LABEL AND DATA RATE AT HITOQ W. N S PIS LABEL A14 STATE LABEL IN EACH TRANSPORTABLE BOX (SECONDARY CLOSET). LABEL lO TIONS FOR DUPLEX OPTION: - PFS LABEL AND DATA PLATE AT It1LCMN SNI EACH UVNG UNIT. - STAY C LABEL AT 1OTCMN SWC LEFT SIDE UVNG u ONLY. PTS LABEL N BEDROOM CLOSET EACH MODLAE AND N EACH WINNAL. MODULE. THESE M—GS MET NYS BUILDING CmE. THE SF DRAWINGS ARE PROPERTY OF U.S HOUSING CORP AND SHALL NOT BE REPRODUCED AND OR COOED W EHOUT AUTHORIZATION. USRC WE BE CONSIDERED AS A SUB- CONIRACIOR N ALL BUILDING PROJECTS. SUPPLING A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER. ALL NOTES — REFERENCE TO "RI-fIELO . -ON -SITE- OR �v DUNOF" AIRE PERTAINING 10 NC RESPONSB0.UCS OF THE GENERAL CONTRACTOR, K DRAWN G3 IN THIS SUBSET SHOULD NOT BE SCALED FOR DI4ENSONAI REFERENCE. ALL OWENSION LINES AND NOTES SUPERCEM ANY SUCH REFERENCE. DISCRETE MODELS (PLANS HAWNG IM SAME SPECIFIC RGON ARRANGEMENT OR .MRc7%RAL STnE) SHALL BE PREPARED FROM THEY DRAWINGS WIHOUT 40OfR'A11ON. AODIRON OR OELETIOI IN ANY WNNER. -1 OMIINGS WNW FIRE LINTS "B" SHALL HAVE J/A HR. SIN. rw RATED EAIERCR WALLS NIH NONCONBUSnBLE EAIEROR FACING (NOT WI AS PER NYs II&M 6 TABLE 1 -718. DRAIPANG INDEX PAGE OESWPTION D /OUNDAlTENT WAIL NSA— - BASEMENT COVER SHIEl 2A RANCH - TYPICAL ELEVATIONS 70 CAPE - TYPICAL ELEVAJCWS 2C "1- i Z- RANCH - TYPICAL EIEVATNNS M TWO STONY - TYPICAL ELEVATIONS J m.TION MUMS 1A ELEW11- OPTIONS HE ING RANCH -CAPE - 2 STONY - FOUNDATION IA R." - fOUNDAilO.V 5A RANI - FLOOR PLANS Ex RRLN 'WALLS RODE RRWG CAPE - ilOfA BANS v "IA i l.- RA4DL - F7001+ PLANS SD I IVO STORY - ROOR PLANS ' EA RANCH = EIEC`B' PLANS RJ - EIECOICAL PLANS 6C 'APE - - i "l- RANCH - ELECTRICAL PLANS 0 1 TWO STORY - ELECTRCAL PLANS 7A FANCN - BASEBOARD HE BANS iB CAPE - BASEBOARD HEATING PLANS TC 1 7" i -1 RANCH - BASEBOARD HEATING PLANS 7D TWO STORY - BASEBOARD HEARING PLANS M RANCH - HEAILOSS/TLECHNC LOAD CALCULATIONS m CAPE - WAX(ISS/ELECTRIC LOAD CALCULATIONS BC "T" k "L- RANCH - HEATLOSS/LUCIRIC LOAD CALQRATNOS w TWO 5TORY - NEAROSS ECERC LOAD CALCULATIONS 9 WTNNAI NTCMNS _ IO OPTIONAL BANS IT ELECTNCAL. - OPTIONAL WTCMNS 12 ELECIRCAL - WnONAI BATHS 13 PIUMENG - OPTIONAL KIFC EWS I PLUMBND - DPnONAI BATHS IS WATER SUPPLY DETAILS NSA PLUM(NG.OETA0.S 16A RANCH - TYPICAL PLUMBNG 16B CAPE - TYPICAL PLUMBING 16C ti" A V RANCH = TYPICAL PLCUBING ' IRT TWO STORY - TYPICAL PLUN ICIG 17 SCHEDULES 1A RANCH - IIPICAI SECTIONS IBA CAR - IYPICAL SECS TAB CAPE OPTIONS - TYPICAL SECTIONS LAC -1 RANCH - TYPICAL SECTIONS Lm TWD'sraar - iTRCAt SECTIOHS SIOLT - CONTEMPORARY - TYPICAL SECTIONS DETALS 19 TYPICAL SECIIONS/STAN DETAILS 2a DETAILS N SEPARA LION WNL K KS Z1A SEPARAON TALL DETAILS - NEn I11RI STATE ONLY 32 SPACE, fTRE A SAFETY - GARAGE DETAILS 23 SCHEDIILES 24 TRUSSES ' 1. Il IS MANDATORY IOR 1NE R13DER 70 COMPLETE INNS HONE N COMPLIANCE WTH THE MARYLAND ENERGY CONSERVATION REOUQUEN75 ATICIIIONAL SITE WM MAY BE: . FLUOR NSJLAHCN - CRAWL SPACE D /OUNDAlTENT WAIL NSA— - BASEMENT <. PERWEIER INSULATION - SLABS Q N FON - PPNC EYPOSED TO LNmNDIIUNAL S•AQS THE ABOVE MUST BE ALCOWLISIIED WFWI STATE CODE REQIREMENTS 2. BUILDER RESPONSNLE 10 ERE IM REOUIRED CEATIF CACON FORMS WN AI IOCAL ELECTRIC UTILITY PIAOR 10 OBTAINING PE ... HINT ELECTRIC SENWCE 3. TOR NSUAIIDN REOME"Nis I'm NYS SEE Pat (6) O INE NYs ENERGY COHSERVAIMN C'01151RUCn(N CODE. a. SE OPINE -DAY CHART BELOW FOR AvAIABN DE(AEE -DAYS NNAAJM NS RAIIM -1EM (PART -s- NYS DRP,Y COO) NON- EIECOC ELECTRC FMELLPF HE ING (AINO "C"IDD0 'COO-m MOM OAT DEGREE CAI 5 `H,00 I DERRE 011 JODD -900D DECREE "I CPIPOKN Ex RRLN 'WALLS RODE RRWG 1-19 R -19 R I R -19 9 R -51 R -19 A R -S4 FLOOR -1R R -l0 R -19 9 R -b 9 R- R -SI .IT QA655 RR- R-T -I.AS RR- .-26 ' -76 JT. H -]. R -7.5 R- .5 STATE APPROVAL STAW t f d ¢' z§ E n�e_ V o 0 3 L~g0g� O �8C 0 HI 3 L wW=� _ a0z�3 agF° • `� .,s °fig R.A. OR P.E. APPROVAL STAMP JAN 17 1997 F • A'N 1 IIWtD PARTY APPRDVAl ST— ?MAN COUM DEPARTMENT OP 'F PLANS APFROI- :p I'OR 0017 COWNT ONLY; 5 W j O .. L'! p 2 1 b n 1 V ^ N ¢ Z Z � � To, a O O O (C K''- z WO Z U ICE. O Z¢ LAwD Q Z ?W? a y N p n W U woo wig J LL O mao Q � �LAZJW Q�O' Z Z S Y Z O Q.0 N Z rte` vaza. NS' JO r p -o. o o¢ 1- z ozw V z Q W Z Z p W 0 k V p mL`R� aa:EW. p� NIrO� 'TO THE BEST W N1 "M EDGE, JELIEF AM1 I%CSTESSIC 6 JIIOGEAE.1 MS FAESCRI ­­ 161E IFMM 1.N NAS SEEN APP C. fRm1 A "I". SET OE fMH PLNIS PREVIWSLI APPROVEC ]1 OOt, APPLIUTMN AO. M]t6- % -OOS. NANfA[TLOKR'S ND M]16. E11 ITON CATS 060 -2001, —CI1 HAS IUI e[EN —.1EO IN AMY NAFIOL 2. 1. L— —I— Q 1. PLAT HAS PEEN PR 1-0 VS" M1 MCCNCCN _ SIT NEV YORK STATE CM CIFTSERVATIM COXSTROCTION CODE 1CWRGT COGCO C IS N FWL CONPLIAKE VITH THE ENER01 COOS cculNG FLOOR PORCH POSTS L SLAB SUPPLIED L INSTALLED ON-SITE BY OTHERS FRONT ELEVATION NEITE— ACTUAL HOUSE MAY VARY FROM ELEVATION CEILING FLOOR PST z O a m I U Q •-• Z 2 n y CL 3 n w �a az i z 4 0 °S a N E 0� I N w Q H PAL CU N C1. lei �N LLmI� S�.Vs � O W v (� O ZZ. Wdq�x Qp na4n1`. �f— Q Q I� LI.ILLJ ruw . r ��A,.RNAOnAH RIGHT ELEVATION REAR ELEVATION LEFT ELEVATION RRN F R L OMIT I TO ION AUG 13 v 5' -6' 18• -10 112' 33-9' 45-6 112' 52• -0' Q p O O W R Y Z P p a 10' -0' t6' -0' 13- 0' ' -11' Q 3-11 112', 3 O o s v BEDROOM q2 LIVING ROOM BEDROOM !li BATH 82 axW r v a ~ a N 3 a 4 n 106.25 SO. FT. 208.00 SO. FT. 169.00 S0.'FT. �a�rn 00 13.52 LIGHT REO'D- ) Y 0 a d y ~-' n 8.50 LIGHT REO'D 16.64 LIGHT REO'D 1.25 VENT REO'D 8.32C VENT }ryREO'D �up�)q� �y� 6.76 VENT REO'D 3' RADON VENT �F�yn 20.60 LIGHT PROV'D = i j o 10.30 LIGHT PROV'D PUTT YEAi'PkGAR ± +'+yA+. 5.90 VENT PROV'D PUT" 11.80 VENT PROV'D VB60 rig BOWLS 2x6 Z r a HOUSE PLANS APPROVED FOR L(R- O I 211 FUT VT 1 (if f C3 C3 BEDROOM COUNT ONLY; I it I ae w n L -- WJL -- J EDF.00MS F CLG , LK -IN I' ° k a q n ❑ K❑ CL SET I PAN I UTILITY L R� J a a .1 ' ° CLO StguaiUra &Title llLte v z. m ^ zo W amr d N ---------- - - - --- ____ 10x_0. 4r -0• r V3615 V21 .30 8' 4' Y tlu o: ^o - HALL ,i PAN iu C24246 j 'B21 DRYWALLR A DN _ M G © l =_ =___ _ � _ z na:�x NpQ�� F -1' a ° L0 E' 1- j DEN DINING ROOM o _ ._ BREAKFAST 1 117.00 SO. FT. IV- SO. FT. )'"' A NOOK JBATH Gu Vr 9.36 LIGHT REO'0 10.40 LIGHT REO'D x 4.68 VENT REO'D 5.20 VENT REO'D -- -_ I� KITCHEN 99.03 SO. F7. N 10.30 LIGNT PRO V'0 20,60 LIGHT PRO V'0 I i� 7.92 LIGHT REO'D 5.90 VENT PROV'D 11.80 VENT PROV'D Y' i�l ^ VENT °dF Nf �� MT RO'D 11.20 LIGHT PROV'0 _ 1.20 23.60 VENT PROV'D ' i�ti 11'-3' O .0 a n, 0 TULL o 5^ 6Ca�'P6 Bit 10 SH 36 B24 " Z 4'-11' 10-0. '-4' ) U3 9' -0' O ' W2430 V 36 V4810 O A PLATE, STATE LABEL E I O O ❑A OI I1ND PFS LABEL LOCATION O O I 20' -2' 27'-5 112' 35' -5' 1 46' -4' 52•- - ° 5-0 112' I I 1 Z 3 x ITED I APPR V 01 D I FACTO Y I LT PORT' OR O I 1 ROOF PARCH 1 16' -0' 1:3 2��2 16' -0' 20' -0' x 6' -0' RAISED u NOTES 1. ■ - DENOTES ADDITIONAL COLUMN IN BASEMENT 5. BLDR TO INSTALL R -30 IN FLR 9. 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING NY MECCHECK OT BELIEF AND PROFESSIONAL JUDGEMENT OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) 2. STAIRS BE BUILT WITH 8 I/4' RISERS AND 9' TREADS 6. '70 THE BEST OF MY KNOWLEDGE. 10 AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE 1. THIS FACTORY MANUFACTURED HOME (FMH) HAS BEEN APPROVED 11 SLgN 3. CLG BEAM OVER DIN RM TO BEK2) 1 1/2 x 9 1/4 ML 7• FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, 4. BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 8. APPLICATION ND. M1316 -96 -005, MANUFACTURER'DNO. M1316, EXPIRATION 12• NOT BEEN MODIFiEO IN ANY MANNER. SIZED HEATING SYSTEM TO COVER A 48,000 BTU LOSS DATE 8-03 -2001• WHICH HAS 5'- 2750BTU I I (W 6'- 330OBTU 6-3300BTU - - - - - - - - - - --- ---------- -- --- - - - - -- , I I I I I I I I I � I I I I I I SD � SO C •• •• J I I vircc- �o I`---------=------ r I r I I I I I v I f I � I � � I °n I I N I I I _ I I I I 10'-5500BTU I f I I I 1 I I I i I I I I ------------- - - - --J ti l.`. -`J O r PL 4100 BTU -12 IN CEILING FOR RADON PUM r - -� 70 bTTIC J., GF cTii "r I II I L - - -JL— L c \` r - -� 70 bTTIC J., FACTO Y L ,.,.. J AU 1_:3 20 0 BOX IN PLR I I BS R BSMT SDI II 3 II I I II �L--------------- - - - -JI -J 27- 1 I GFI L L__� 4100 BTU TOE KIC 4-2200BTU 5'- 2750BTu I J_ CHIMES l I vP XL I GFI I I I • I I I I BLDR TO LOCATE ELEC. PANEL,TV 8 PHONE JACK LOCATIONS I I I I L----------------------------- - - - - -J APPR A?Tj >= FACTO Y 0 AU 1_:3 20 Z z N C N W 0 a J a s o x S z � 0 a z 0 j - N W u n # � Q w 5 8 7N z ^� Q x dmn u ZLj �ainLL Q J W I >- (U fi co o (lJ Z mo OF )V APPR A?Tj FACTO Y AU 1_:3 20 2 6 a a la .gam __ . ;' awoP rD we xrtD sos loon; rP w-art xst.u.vw n .m u�nw ra. D a.xse loon ry o» -art rw�.Rin use xsu�'u�[srwanaA w°O�Pr'icmwcs'�'�'N �1°"xK wo[s o+-a[ .. YD[r. 1[Dq nAV[n al H .r . w J -D' •DPS M rtwi xpt xr r.D Mplp �4f tx Mo. a. or Y -o' a InxPR rD.lf' D or-srs Dr Paotq µ0x° xaDU.. ��.Nm apz w ax.Ax nanAmr wA aru. sT D `rxn..o. n ux v nJwa r4 'n wxA. rt° �D"°OxrD a. nn.ma va.r wrt aono Is. as nrwwn ue vn.A. v xtwx Aarc ro nxYamauD xr rti°rDUrp nx Kc -Y.o M[ m a rrox xP n . m ap.nnrD - 0 M ELM 00 00 - OOn[.u[wA�P RANCH FRONT ELEVATION ` C 0 O � M rl_ fig o v m � E QLM 2 `e o � U O p O m� yo_� ge �wzpT cc z 3 Q0p' _ 377EE a o `0 1 Y n � rn a aka R.A.. OR P.C. "APPROVAL SIAYP JAN 1 g__V7� " � Y 1NDtp PAM APPROVAL STA- o s Q � W a a _s W R J Q urn za,°pn o.x'o — U U Z a� O W (n Q d' _ Z Q N ZZ o o 0= N a z �z< n0ZrZ O Q Z W Q�Z. W 0 W J m V O W � � U w W W O — W O N m O > J Z �aQ O N r O Q m W N S W � � CS o�� ^ } , OPTIONAL WINDOW DORMER � . . OPT_ _,__— _ SIAM APPFTVAL ST W \ 2 : o«Bk 3 ( [ (r8z� 22 ! §! ! E� o. ,AF? ,19 �.BK v. OPTIONAL CARPORT �,. , . V) \ / § z @ S i k § a a � OPTIONAL CONTEMPORARY MODEL k ! � i2} � \ \. / \o 3 §/ � ek, . I, ■x k ! � i2} � \ \. / \o 3 §/ � ek, . D11C6pRll�II2 .l m�1. Wxrl 41P. M .ertrp a M nea.�Tn a M ruse r.l sMA or 4Kax r4 N....ls. xM1aAl c4Ai Y6 wLLl • 11[W.ta4 n4tale rw..tn iri D Mrq m .r.. ro Im.K nrp•. ..YS .S 400 m 4 M .lYPnwT .eu•.r . rt N �r .d m� R 4� w .mlo.rt .4 N4 /+nuA1 tm[S .rRD.a a •]frs P.a.um A .1x4.1.4 4apN A aaaa 1n>e o RDRr 1..a ux.P uwr [or F n al M M44n Wu�.l�sT 4 apgD ra .in. ul Off[ .aWND. lDO l[ta a Arse .rler Ir.rx x.16 W. +01 4 aa.an D4a1a.rs ' �ax..n 4aa M o1..4 . o.wA sKl 4 ...ND . yr LL M GK4i RD1' a ma.o i Y0a 4 DnDO v . sDas .< a .. rNnr•..p sz. >r.4 r4Pe.IA1 amras . r< a • u. P'.mv uo.A ra .000n .D®1 a lwvs .r aAMr4 4.40 ®K.eai rmo aw. uv a rr r4 m..mr wls...11x1 awt 4 mR.eein A ewsKn naafi IP.an n ua.l vRe m 9+ r w. eva®lm r muw v4+4 n wr.ro.a sAr a .•srlon mDw P•.aA Art. mIU ax �4m ro 4•ai a nowt r ..sK.r A 4 .m•ua 4. . m.nn4aa 4sn.R.lm1 rs s..s 4 nA®a a.m .Dr .A.0 .p naa Ann 14ski 4.LLa nIXb /fa!� Ry.Ml�t us1A� � M r4.e•nr p 4n�i W .'�Da n r i� m .. D44�wG' W M4[s rP .LL 44ai r —: ---- _— _ —____ ____- -_ - - -_ I I I� If___ _____ __ ______ ____ __ _____ __ ___ _ _ __� I I nw. n.n .. asr .p Wrw�ru D4A.sow I I sr rlrAeu now nw •rtam"��s:..:�..s:`:,1NGes:°runa w4Krn I I I 4aa m a� v.LL°L..° .ua. I I mn..a .p w a.0. we laK cros II II 2.10 ORDER 7 -6" CENTER 10 CENTER I I I I II II II e I II' I I 1 r1 I_ L�J r-7_ LJ r1 Cl II I I II _F r�'l ' LJ LJ I I 11 L_J I I ss�n eu..nr RDa I I I J L_J L —J I'I .Pp1a1.1 s...n mlwn I I I I I I I If I I . 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I L OW. <.., —.cnR y I I I I aewnFW—n� 3 Box UN1 r4rLLm1};om�ln.a �n". a".Kml .nn Rr..vun .a amsn .p u rKaDVU. s rn•.4 w a.4rD Sxn . cpa.[x rop4e (are W1 WE BASEYCNI CQWN SPACV+c IPANCM IO' -0' 10 I2 -0 RODULES t2' -1' 10 1r -0- NOODLES tr -I' IO 16' -0" 'CO 2.10 ORDER 7 -6" CENTER 10 CENTER 2.12 C%M. 7 =6" CENIEP TO CENI[R 202' ORDER 6 " -10' CENIEp 10 CENTER MN. • -RCS SPi 2 _NW.. -PCs SPE n /r2 u6,.._VCS SK 11/12 SIAIE APPRWAL STAMP R.A. OR P.C. APPROVAL STAMP J 97 SPED An, e� 56AEI �yT 7 137 EOF NE THIRD PARTY APPROVAL STAMP s Z 2 I-- Q � 6 Z O �z r, <6 � titer = W w r N V X oho r 0 N N c \ 3 W Z Q U S U g Z Q' a EY 3 9 a a W � z O o W W ¢ Z aor oW� Z WOO. m V O UZ . � W W 0 o�m } J.Z �aa VI = z w m W V1 O O O oO m [mgrsmT¢ I a . pa v aa6 a aovn nv�issrt a w mrm[vi� [mores. _ — UaL tmru,voe mcr, ao ux¢ tawmmn _ Yd �a L St'ST6 Y9R woOy Ca[Q;`rMra�µ WY � I ' was w oamm mr.Pnorw ,rt m WK rc h ti >• I raiom"'m`ai rwsr.r`�� w9o1c� �rrmod I BEDROOMr � � I � I � �rwt xom uo raa as KPm m amen .a1 wn � Wr s [� > 1r°o9r°e ::[� .°°awm`�`i n m°arfim �••t � I naam w, t arm n aana Aoxsr. ratio a mworao , 9tw¢ Y- r..• -.• L I 3 n.1c msd'O.°r.r srwlc .• = _ umK a door Ar9Aa uw • rtwlra Wr c 9r1m ` I too4 A`m wrTiar"�iu pron`or x"�w rA1nw ao/p frsl0rw - ~ rm'• nsms •r9crm mrw W. t.nwom III BEDROOM .. wcrrum t>mr .i ma .,o ran o°.m �i`W i "rt:n°m..°ROw J i l l ` MRO[wua°Oo. v [aMO.+a: wYirw'O'a m°�1°ooi w . " ..,wunrrounaxat[wn,sK srlxr uK 9io1 ovr`"c�fmzw m r"`� s rwsrwm foeaar rd [wean¢ 1 O - o�iAr"n�iw1 m+ rar .t w.eanmlr.ad m.ao x ,m ra 9a[: w9,Am. f 0 t� ar9°`suA' w» tun aA 000rm I `4u s.a�aYlms xTmme.tal ime Wtr.. eumlwm.t lad "manmmr 1 �} I . d w uo""`t war i tam [w t1°.. �u v.a �mn> I MDROau. m mlaec9a 9[ar t vrorm m x ww9xo eu.srtmr � � I I •'mA`.ma'r:c w�ts.`'.a �.'w�...wa"�`xio.d r[o� 1oror naa r.ai u9m w en waew WK m - '.� I I..� ` 1"9a,"m w.aamw .a we �.amaan An a[ r,9eewa `.:ware � N'M mn RY36fvs � s"1C°ot veer cni .c�nw Q aueMU.w�6.u"� rsrs K I I 'i b / /%� 9oxs rh �bZ aRa019xA art MSIMIID N [XM.lmina x rrr.awm r wA m v sm Arna f - I11 �..D[ m� r x saaACv9wt re vorrm . x eA Q . swa nrin ..i: Jill I ♦ dttnm .rloasim :.m roam aR macs .[[ ' .rflvn Or6U W a[ V6� ?blfkv5 91x1 WK {Tas tdrt.rnllO fA 9vY.A s.¢ n KMAAaa I >d 1r[ tw IvO s0leArwv avn 9aW a Nm a M arr. n rerurtl[ aAa Ovua orre rnriorF 0ae w Rm e am.,o �>m :a [ �` �`.a9t. K Wa rw"w` a.. aK �.a m t[G..[x. a•.a rwaom n.Knurw� m x x a.v [vm1 a um:/ niwra �m,��1[, I n .��o a9d��e�.Nwj atn mesa u"'sirwiueml°woK- K In 1 m1 a. ww� (��.m Wrtw am I N T RANCH OPTION RAISED RANCH OPTION Km n u w aa.x .o1A ra eu ram wcvd au s9r [xm .roar a n aAao r ww[a1. nAm ma¢ rem a runs w [`o1°`no ia� �,o,rn� a rw9o� wac . amsrn baso.c aoa r.roa . aav '.ofOrPaat sa n° r...nds it a 1m.f9w war titre s[taat ar amu�n vu z am:: m1m''vacm[ 6� aAac a. r a u .acor w rom rues �g A1"'sw..`oa mAwrced 91r[ t rla ®m auo .wa[ r n .a . woao. rt »•. .oAOrrN Ivr4v v.Cr M vr9 ®¢ w. n. 9D p raav r nd`t 3` o m rr.) n. rtASee amgrs Ma4rm n xr5 �9 9vu vvr n® Tn >a n. w uec a r -o t[ anw 9mrais u M snarl a .mars Wr vu.- , T T.. .nr 000P'�"`eu"toaKalA`91u0ei vKamr+aY s:e i" ' r"snsmr` m.1.r'uirtiroeV1°m.`.ron < x. nwaa. nod xorol maa rA19n tied °i: n1)w `rte w�is,�iarl i 9uir c) M r wmu vsm r ai /r wii v` xua ven[rM1a[ u[ rr1 r r. STATE APPROvM STA11P r° V 0 n u° a O `o a v~ip�i Ww' W O p O � Z 4 ) M RA 0[ P-E. APmMO STAMP APR 01 1997 �EpEA AROy . a[u W�ci NA WY OTC s Y IT Ir 'lF OF 14 - ==tt _ _ -- D.0 PMTY APPROVAL STAMP urs ar oMr tic $ Z L . N Za 0- �yl 55 0 O �\ �H r � ro N m.0 X O Z � a Q S Z � Q � S Q m . 61 L17 LL Z' W Q Z aor O Z zWa adz w O w J � m Q O V O. Z �.! W 3 m. z 0 YQZ, �aQ [n r. o Z v r z m W O O Es I� ��aom�m msc�m .ir�w °:wr`nw.Re�n pmn. way nw..ms � onc. Acm,.ar m..aY a ® nn.w uw, p o u.eran�.. � f vnc roc s.,a ..rs..owc ra.RC,o• A •_ 4 O r mp �u 1� awn K aA ell .c/oe.MUrn arRCMrsp� r a.,xu r.aor. aa,w r.ur ua.r rRmaER M wcn orsca.R�r STATE M RWV STAW Y - wn¢ - . •. %w..p nom, Rm wwn wit .w�oeuRSleonui a q N.Y i. W" z q r+n r mp �u 1� awn K aA ell o r p@ E n E • �, ,ors usP .r.m.orr..mn .m ,rm.o, ar.a..rs q wu.. n qo.� Q4 i U U Q �i 1 EF I U _KV .uLL z.nwto n wuan ? iRd a SFRNCE F),TR/JlCE � > �uwo z / r.s a aw Zl� ov � � mTrs,a aqw .m.[ wA a •mm ra, rc As,Rmm. �w co.rs 7Y.R ,�a�,w m.Ma m�,x ws4ffi wa aw. unwe ew ....m �1Mrs�AL y.pp q Ym� � / �s� u. ��nmf mnm.oR ��E m x a,wa L.irto, tort n.0 zN„t. tort f.ut Mam u.af vr,d,wcsaw.c.uq pm w..T ELECTRICAL BO% NplWlm BE711(E4 WOOD STRIPS ELECTRICAL BO% 4WNTE0 10 STUD a° Lf 5g44� STATE M RWV STAW a e o r p@ E n E Q4 i U U Q �i 1 EF I U j LLON Em 6 }E Lv z aw Zl� ov m \ ¢0z gs aC' a° Lf 5g44� 6 g s — N z o-NY m U X m<a� p x'o JAI, OR.P.E APPROVK STAMP MAR 181997 0 AR a FOFNE� n TNIRD PARTY APRFMAL STAMP 2 U Z a � q i a w a4 ZZ oo.D� waz O U a aor o a w adz woo w m < n U cl O �. ow z O w Z n.m y = O r1 �aa 0�0.. VI Q r m W N 0 o�� Q � 2 Dow w cZ 4 Z Q COQ aor = l Q S w o 0 — W m Q lJ V F : W W W t� O 103 > Z �aa Wf'Q' DO z W� 0 �(Wjx D O STATE APPROVAL 51AW \ DIClINC ROOM KITCHEN 2-$g J °i• S BFAR(�O4 n BATH k } .zg 'A L� BEDROOM /� I nn• �EDROOM. 13 nMVING RON \\ .anon )r n \ \\ 1 .. `L W Z 1p 2 tli! \ m LJ 1 — - -_� a,U .I \ \ 1 .1 Y m e o A RANCH OPTION n •oa]. '�za 6 won ,1 I— gm °K•'°t'wP°°O�.n >,•.t w, .atn m v AA y � Ymlf w aA•c�.n ra•n n MAq]Ln w tut t[ a.,tn ] as MnnnAt rN, N w A1no-YA,AU twc (4[ rt.+ Not) � � r � . < .Nb ELECTRIC BASEBOARD HEAT O = G S !] "4 — U Q R.A. OR RE, APPROVAL SHAYP ¢ I • CIO DINING ROOM . KITCHEN' • O 'TF OF rr avan R u,w. l� O [111A11.1 .. una U p UVING ROOM •o.00t PDROOM p Q CL lIHWO PARtt APPROVAL STAN 0 - E`]'n a RANCH OPTION _ ng Q 6 Il9aNA rA IY rtt•OG ltMtCSw6 fP YYP•t0 I(ASK Q HOT WATER BASEBOARD HEAT iY Q � 2 Dow w cZ 4 Z Q COQ aor = l Q S w o 0 — W m Q lJ V F : W W W t� O 103 > Z �aa Wf'Q' DO z W� 0 �(Wjx D O On CALCULATION (TL —jall =� IlPasa 0:, V) snow P C-) R.A OR PE APPNOVAL, STAYP . ............. ........... . ........... Imo . ................... . muu mllS mm HEAT LOSS CALCULATION I11A 11 : PPROV& STMP small 0:, V) snow P C-) R.A OR PE APPNOVAL, STAYP . p 2 2—, oso 0 z LJ z 0) 1997 CI,: w oLd LJ L, 3: 0 (D SAD ARCM � C, -c o z E Y z OF 9 M M 0 0 � M< z I z < O < z woo < o La P, nz.z - w ;d 9 .. z z O z m x o st z v) -wo IZI ooiE small 0:, snow P pi 11 R.A OR PE APPNOVAL, STAYP . p 2 2—, oso 1997 CD Ruhr oaw 0 (D SAD ARCM � C, Y OF 9 INGID PARTY APPRWAL STAND W LA cr <c Q El (D 00' M M 0 0 � M< z I z < O < z woo < o La P, nz.z - w ;d 9 .. z z O z m x o st z v) -wo IZI ooiE I ODim�I �M•��•IM i i4loni Y. run n RR O $ KIICNEN -E' KNCHEN T' O O m 4 n u.� o. nR. � rrKln g � ' _ c KIICHE. 'r KRCHEN 'f N 3 xZ A � Y nuKrl Q C = ' Oo 3x ° O O p101EN 'N' _ rp/�1 RfvD • NML EO F'fLYL 1 o1RtK � � f nY�AC r Tn[1L1 Yr/9�i1lWl un'(n nt1�rl.Lr /41/41 [ �iMU 4.�M. C fm oY. n OO A � � T 8 A KITCHEN T' q CHEN 'C' Ali OO r OO � N•�pR KITCHEN 'G' KIICNEM 'W N' R i- o f n n xp KIICMENN KITCHEN R' R � R �: ac og KI ECNEN 'O' BECK, -1.1. EtEN. — SINE LPPRONN SUW R.A,M F.E..tRG M& SIWV SFp.EO 11997. y. S6Jyt T Q 7 . � FOF NE RaRD pm LR%t vx su. to s Li U F- Y a n J a O O C C k g Kn. In rNp zn. .won N b iCj^N x m N m U v oxo _J Q � Z O � W W 2 Q o g -T a0 °wa F 2 W � W mao � F � W W:W. C3 oNm Y Q O Z Y J � a.a w In x 'Qro w z m W N whC, U O E U n S,a� � o F7oo NO ONN`u a_ 2IwZru p Q yS. �5g E 3S IZ- Np Sk eQ E R.A,M F.E..tRG M& SIWV SFp.EO 11997. y. S6Jyt T Q 7 . � FOF NE RaRD pm LR%t vx su. to s Li U F- Y a n J a O O C C k g Kn. In rNp zn. .won N b iCj^N x m N m U v oxo _J Q � Z O � W W 2 Q o g -T a0 °wa F 2 W � W mao � F � W W:W. C3 oNm Y Q O Z Y J � a.a w In x 'Qro w z m W N whC, U O e — � III �O� s ,n o ,n Q � :n 01 n n O Ao R.A. OR P.E. MPRO X STAMP ECrAgO ,n 4 ,n i.19 ? a ,A •n +Z-t ,n ,n " �_� 11W0 PARTY APPROVAE sTAUP 0 - WR FIXTURE QEARANCE STALE AMMAI F Q Co J s a Z¢ CL 4 L � C V v r n C zirn c � ^ a N m V X 4 Q oSO� I' 4 C 2 Q�. Y Y O c 0 W O W O w Q z za v� ¢� w� r ? °Ow Q O G M z Z W 1J O W � m Z O 6 Z aQ v1 x �o W 0 O o W 7 i Say n C, n E as v Q g YN Z ` J J Q O �apyI{ 9ii Lir Q O Z 5 6 F Q Co J s a Z¢ CL 4 L � C V v r n C zirn c � ^ a N m V X 4 Q oSO� I' 4 C 2 Q�. Y Y O c 0 W O W O w Q z za v� ¢� w� r ? °Ow Q O G M z Z W 1J O W � m Z O 6 Z aQ v1 x �o W 0 O o W 7 KNENEN cl K1104EN 'B' . NTICKN 'G' m KITCHEN 'F' WTCKN 'G' cl g1ENEM Y NITGNEN �i .KIi01CN �- O KrtCHEN ?I' KOMM W >: wf i��HEC a olon >eaaK< Aw .el.w... Nods .. mi�lA�mcAa�gw¢ Nom n Vsn Ewe w K«I STATE APPROVAL 51— c' c 'e a Q Uu C 8 W � r y No��3 NIICH[N V LL _y ni d ior��g z iW N Z cT e s z E 1 � a KIiO1EN �N Tw KITOIEN TIE—. R.A. OR P.E. APPROVAL 57AW pEO Aq0 y4 ..y &14At .17 MT QJY` Qi w a Sr FOPm Z Li U t-- s Y Q F 5� Q U g `s Z O N 0 O (C zarr o <.. e z W N m U X m a0O4 4'W oxo E'T v Oo O Z •Z Y i O r W?? � F O I r Z — z Z Q f7 � oZ W Q X ow J E= 00 F.3 ._._ ...... .__ _._._._._ O W. 'Co H 2Z . Q.Z. a < N x =z �a ' zN W O � O W 7 TITHED PARIN APPROVAL STAW S a- 2� 1 ■� �®■ |� |� � «■ - I !. | | ■� �! h l� £ R.A. OR P.E. OPROVAL 57W \ \'.T: >tt \ V) m K. } o ` \�2«. � Z / k\ \ k� 7// \\ . /)} eqR | � � . ! E \ . . FM \ o }q| S. I �f - � � | - I !. | | ■� �! h l� £ R.A. OR P.E. OPROVAL 57W \ \'.T: >tt \ V) m K. } o ` \�2«. � Z / k\ \ k� 7// \\ . /)} eqR � � . Ir��lsl .v O (v[ww vwa word 00 00 Moo m: SIAIE APPROVAL StA_�__. 9� o ° 3 U n 7 a6 i $gg W9 Z Ewl U s H J � o 0 - Z � n i Ella z� W$nw • =nu �K nn . R.A. OR P.L. APPROVAL s- (A x o oio OO O:g Aw M7 - �U FOF N SA' o . O TWA;µ gTOEN ELEV- Z ooEe waz z ¢ aor O < Z W ¢ = F. 2 Lew moo uzz o z W p.W m Z1O Y z �aa 0N= O�z N ¢ co z m'W o o �� is obis PARTY APPROVAL sEAMP b _ a - g a i M A �. Lm STATE APPROVAL STAMP EH ! 1 Vr v.TR r T c y TENT 3. (ES] } ~ o. _ ga VENT W W 2 A o_ w O ! 9 �nrmrw o Ae PON MAR 1 1997 i AR .w�a OF TO T'm PART' APPROVAL STAIW _ cut m TIRE s cs:Aralwr ,enub°r`m r r`°R°.i rq mr. � . � � * .c•«Y.. da'..�:t�+��...,'�3. . MO AT TW AND P a � e — = s F. Q a m � a. p z, E CD z z Z N g m EL Z oow g g O - Hnllo z a e l d�Y .0m ZU�lA 4�2 � vv m.L'X.. �'la_J1FQQ�_ W m Q o ... .... o =o.�, _ ' o W� -z WW ON0] Z Y z r� o= MAR 1 1997 i AR .w�a OF TO T'm PART' APPROVAL STAIW _ cut m TIRE s cs:Aralwr ,enub°r`m r r`°R°.i rq mr. � . � � * .c•«Y.. da'..�:t�+��...,'�3. . MO AT TW AND P j W J z 0 o I>: W ^az z ¢ a0r C, ZC Z W ¢�z W O w m a o W 0 : O�JJ W. W 5 O 0 O N 3 ,CZ0 } < z �Qa W N 2 - n t WRIER ��PPIY NOTE - STATE APPROVAL 'STAMP . L ALL WATER AND GRAN LINES ARE SASSO 11MI FLOOR ONLY. FOR FIELD COMPIETO. L_ ' 2. ALL POTABLE WATER IVES ARE TYPE L' COPPER- 3. RODENT MRCna HERE, BE APPLIED N FEUD AT WATER INLEI WALL PENETRATIONS. J •( . H. ALL VALVES ARE GATT 019 ANGLE TYPE L4 g_ GVfMECTION'to 1/2' CONNECTON T 1/2' ALL HOSE SOBS ARE 3 /4' NON - FREEZE TYPE OR SHARE VALVE. F m u f$'+ SHOWER LEAD SHOWER HEM 3/A ER,41BER WATER HEATER IS SHIPPED LOOSE AND INSTALLED BY MELDER FOR FULL BASDAENT: INSTALL 4 p y E D PLLIYBING ACCESS ANT- SCALD vALWE PAN ALL SHOWERS ANTI-SCALE ALL SHOMERSVµ� CONNECTIONS TG /rVAMtt R%NPE By FACTORY r09 CRAWL CPTCN. _ ` 3/H :15' HIGH AO CHAMBER I r� PUMBNG ACCESS j PANEL / I/2' 3/N' All ( 7. NO PLUMBING IS DONE W FACTORY BELOW EST FLOOR, CONECTIONS BELOW FIRST Ell" BY BULDEH.- ,.. MID PEuLIBNG TO BE APPROVED LOCALLY k FIELD TESTED P O L•$ Q o O O !Y 8 Q-Q2 I \�\ OIAYBER PER NYS CODE 907 BEFORE UNSEALING: 1- 2 O gEE To NAB EEIMNRE- LYE `I 2' _ \ PLUMBING WALLS ARE NOTCHED TO SUPPORT HORIZONTAL PIPING WHEN REOUYED. ILL y a�V y '^ FINISHED /2• I' 3 A. NOT 10 EWWALFNI n%NRES d YEOMANICAL EOUPYENT MAY BE SLBSTNIFD'K NORMALLY N 3 = • O), Z FLOOR I /2' HOT SLIT \ f'— FN94ED FLOOR HOT LsNUraF nMSHED I vALµ iLOQ \ J �VE� COLD FW9HED 3 /1' FURNISHED OR SPECIFIED EQUIPMENT IS UNAVAILABLE. It. ANY VERTICAL COPPER RISING TO RE SUPPORTED a -O� O.C. BY STRAPPING. li. COPPER OSIRMBUII(N 91PPOF9T5: AT IBE BASE d At EACH i10d1 NOT E%CEODING 10 -0' z j� p w' `^ G y Q O n Vµµ COED COLD FLOOR QI CENTER (VERMAL). YAtWY EVERY 6' -0' (HORIZONTAL) d U W L c it WHERE CODE PFAYIij 9AtD{i VALERO MAY BE INSTALLED BELOW MOOR WITH ACCESS, I !i 0 is ' - 11. 3µP NPDILIM NOT d COLD MAN SUPPLY LINE TO BE USED (1' FOR 20 DNS AND OVER) I < S " WITH In• 9PRY FROM MAW SERWFE TO INDIVIDUAL FIXTURES. s NB /9gWER SHOWER NOT TR/WNRLPOCC /GARDEN NB . 11 FLOOR PENETRATI NS FOR SUPPY LINES ABE TO BE FIRESTOPPED AND BLOCKED N FEUD WITH YATODALS EQLAYALERT TO CONSTRUCTION MEMBERS IT PENETRATES VINO RE SOIAME TO %PE MATERIAL.16. 1c, ANTI -SCALD AND/Qi THERMAL SNOIX PPEKNIINC DEVICES SHALL INSTALLED IN THE WATER 2 SUPPLY TO ALL 9DWA ANp SNOWER/BADWNG FIXTURES. (9016 (N)j i e u N ^ 17. HORIZONTAL COPPER PWNG SHALL NDt BE SOFT COPPER. cc ` ^ H la. SUPPLY PANG N VIk U m AREAS (W ISBE:WAILS' a CRAWL SPACES) SHALL. BE I . . v C09NECDWS TO NSIRATED. PPWG "SIAIL BE INEPT WE Of UN EATED AREAS WHERE PGSSBE.'. - . rr 10- J/{ AIR - r CONNECTION TO SN% TXNRE !'WTH O9TWASNEP Y OPTION OKY PWNBNG TORR E ACCESS PANELS WILL BE PROVIDED PER APPLICABLE CODES T9: POOR MST NOIOIE$ MAY NOT EXCEED 1/6 a MST NOUN DEPTH AND MAY NOT OCCUR ¢ Ao V NATTCONNECTIONS Y ni SDTOT. VALVES CHAMBER' �WAASHER .. r WATER CLOSET IJ 1 /2 - --� / in. N MIDDLE 1 ar SPAN. HOLES MAY NOT EXCEED I 2' N FROM GREEN EDGE. /3 DEPTH- Or JC15i AND WST OCCUR N(m W v R., Or PF'APPROVAL STAMP 9Wr -OFT 1/2' : I/2'' 9NTGrr 7 /H:I5-.: HUH' 9µN2Gi1�' `Aw CHAMBEFL. �Y' ` M. SLL COCKS & HOSE.BIBBS 9u 1, BE EQUIPPED WITH 'PERVANENT: VACAMI BFEN(ERY' . 21. FUNRE VENT FOR BASEMENT MODELS, WEN INSTALLED, TO BE CAPPED AND LABELED. C, 4 �. _ SERI -OFT �VALSE 1/2' n. FACTORY INSTALLED, WATER HEATERS SO GALLON OR 80 GA1fN .WHEN -: ENCLOSED. AN ' o d NOT VALVE . In- ACCESS PANEL IS 9lPF ED. .. {W/LSTED FLOOR C(LD HOT COLD IyIED FLOOR POT NLD SHUT vµµ 21AAx WREMµ9 NO MUSS ARE N WWLDNCE WITH ACCEPTABLE STNOMDS N PLANT PIWBINC TO BE PL— OR CAPPED FOR PROTECTKIN ODNG IRAHST. 24. SPANOa1ERTAL COISERVAIIOM: WATER CL05Ef STALL 8( 1.11 GAL PER FLUSH NAIL, . FINISHED HASHED FLOOR KITCHEN SINKS. SHOWERS k LAVS EWML Z.5 GPU YAX AT W P9'(NYS EC. LAN) ROW _ COMBECI TO [TEAS 30-1.1 SECT OSNWASNE 21 WC_ BALL COCK TO MEET N.Y.& 901M. 26. LEAD CONTENT N SOLDER ! FLUX FDA COPPER TUBE JONES SMALL BE LIMITED M 0.21 tlNW C wr ]. HOSE SPRAT (E 41PPLED) FOR SHOWER OR SAM SHALL HAVE A SMARTER TUT WHEN . WATER IS SHUT OFF REVERTS 10 AS POSITION d PROVIDES A VACAM BIEMOR WHEN LNUER VACO M (EQ BATH SPQR OVERIER) OR SHALL BE PRONOOD WEN A VACIRM BREAAM h f8.fy r.C,J� ¢ & PLASTIC APPLY WE (EXCEPT H.Y.S ALL SPPLY LINES MUST BE OWP ! UVS t� C " INCLUDING ORnNED MARBLE LAYS ARE ALLOWED PER RS. 30-11 (1250.3] 'rF BATHROOM VANITY CLOTHES WASHER WATER CLOSET KITCHEN SINK/DISHWASHER/DISPOSAL n. BATH NSS d S10WENS ARE TO BE us7m By AN AP'NMED AGENCY OF INS, S JO NOTES - 1. WATER HEATER NSTAlLARCR STALL MEET NY& CODE 902A At 1991 NYS ENERGY CONSERVATION CODE TABLE }W OR PART a d NATIONAL STANDARD PLENUM CODE PI WmNG'MAtFTIAt 9.F[FICARCN4 iNWD PARtt- APPROVAL STAIN 10.16(SAFETY DEVICES) E %RDONYMATEIIALS VACWM SWEAR ' L PVC PIPE AND PITIW,$ - SCIEO: M AS7Y OTI85 -91 AND ASHY V!!�7& .1 PRESSURE TEMPERA IlIRE Ra" YALVE SHALL PPE TO tEYf4RATDE d .2 ABS PPE MD FRDHGS- SCER p ASDH 0527 -aS (R -19112) AND AStM G2Wa -M ASHY _ A WS9E AIR GAP AT FLOOR N THE SAYE SPACE AS SHIT -� 'MATER 001 19 1 ASS CEMENT - 0223}118. A. PVC CEMENT - ASW 0 25 61 -9111 WATER HFATEFL WHEN IS CN FIST OR { V .•B6 SECOND FLOOR A PAN SMALL BE PROVIDED d ITS GRAIN Vµ S. PLASTIC HUBS ANSI 21211 - 1967 W/ ANCDMFNii 111 -90 AND- th-91_ & GEL COAim GLASS - neat RENPORGFD POLYESTFA RESIN, SWL PPE SEL01T {LIST NDIR (OtAN RPoVRED.1 SIZE TO WATCH CQD F9ISMED FOR SCOT ROCK LRdT$ GRA1N PIPE 3/4 SPPLY LINE t0 HEATER 7. $IIpAQt'AID 910'ACN StAL1: ANSI 21211.2 1987 r Z1212,-SID. / R/VIT -SHALL FL A DISCHARGE ND ECTLY TO A HAZARD TREE PENT. 3 /W' Hot SUPPLY ACCESSIBLE 1 NO NEC" BURNING WATER HEATERS N OR OT SLEEPING. 3/H' COD SUPPLY_ 9NT -OTT YµVE BATH Q TORET ROOK PROVIDE DOCK LW PARR & STAINLESS STEEL FlENRES: NIS A111I9.3-191I7. 9. OTTECUS CHINA, FIXTURES ANSI AIILI9TH-1990. R& USIPERATNE AND PRESSURE RMV VALVE 150 PSI AT 21W F AGA CIA LISTED AN4 221 _ .. 11. $GOER ASHY 832 -93 _ P� g LARGE D OM TO REPLACE IEAIFA. DO NOT PEACE FINISHED Y NN ACCESS READ CLOSET. SPACE fO1 WATER HEATER P FLOOR '� GAP tT3 SHALL BE PROVDED N PLANT INSTALLATION SHALL BE HARp0U5�- Y.1 1 PROTECTED FROM AROUND. NAZ n' R I FLOOR 1 TE COD WATER OFFALY TEETER TO ET PARE WHoE FE LOCATED ENE WEN fI %LIRE WTEIi ARE LOCATED B0.0w 10' a 1NE PRCSFINI - HEATING 11Mr - - Al FINISHED MOOR ED FL TIPPAL WATER HEATER IN TALLATION WHEN WATER NOTE )ALADUALS. FEATURES k EQRPYENT SHALL BE TER IS NOT INSTALLED IN BASEMENT N COMPERANCE WAN NYS COME PARS 90A d I= ' W J z 0 o I>: W ^az z ¢ a0r C, ZC Z W ¢�z W O w m a o W 0 : O�JJ W. W 5 O 0 O N 3 ,CZ0 } < z �Qa W N 2 - n t - STATE APPROVAL STAMP a OWN moms,s L ALL WASTE AND VENT UPES W'MODUIE ARE PVC PIPE Z g ' 2. LATCH ON HOOZOMAL WASTE UNES 6 11W PER FOOT FOR 3" CIA, PPE. 1/6" PER J ' FOOT FOR LARGER THAN 3" CIA, 1/i PER FOOT FOR LESS MAN 3' CIA PPE ` TO 3' VENT TEE TEE TEE �. 2E BEND 3. WASTE UNES NSTALL WYE W/ C EANWT PRIOR TO EKITAC WALL FOR CONNECTION g J E 1/4 RHAU ROOF _ _ _ TO DISPOSAL SISTEN. 4. PVC -DWV PPE S MORM AT BRANCHES CHANCES IN MtECTION AND AT THE BASE. EACH iLOOP ANM MN SRwY (VERTICAL) 4AlWl EVERY 3' -0' AT THE ENO 01 C b m - c "Fe R Q _ —_ _ _ _ _ _ _ TEE & MC E5. AND D AN E O DIRECTION LR ELEVADON. r. 4WIWN MAN WASTE TO SEPTIC (BY BUILDER). E 1 n 9 I ' S PLASTIC RPE SHALL NOT PEOM47E FINE RATED ASSEMBLIES INCLUDING FLOOR /CEUNG MERE REWIRED BY N.Y.S CODE PMT V � 0 H WAy¢q IIOTCEN SINN SAN-TEE SM -� PPIN SHNL of RRESTOPPED 111.4 OR 139.6 MW YAIFAAL EWIVAIFIIT 70 CORSIRLICIEN' WI6W IT PENETRATES t WE SUITABLE TO PPE N.T.S. COME MANUAL PART 4, KS 30-35. OR USE METAL PPE FROM A 0 W W (DOABLE LAVATORY WTH BACK -TO- I - I ILA IERUL WIN. OF MINE ASSEMBLY L MOWN. F Z p O G Ep` m (FKTUHE INSTAL.. I I I EACH 11 'URES I, C6. UTIl1HH 01! VENT SAN 1 i WAS 1 6. EACH OWELWG LINT SHALL HAVE ONE MAN 3 INCH AIN. STACK FROM 8URLMC GRAN N O ^ �' L . STACK) (ABAQC!W-BACN LAVATORY I TAIL PIECE FOR P -TRAP TO ABOVE ROOF. LAO ? . s Z T7 WE VENT MW I WS,_RONTU i FLOW AND WAS 1. ALL TRAP ARMS MUST BE SUPPORTED WITH 3/4" YINIMIUM BEARING � � -= n' ONE O.F.U. ONLY 1 P_M 'iii nB /SHOWER B. ALL PLASTIC PIPE MUST BE SUPPCUEO AT INTERVALS OF NOT MORE MAN 4'-0' W Z N � L � '� WATER. STAND PP P-MAP OR WN P -TRAP I P-TR MIOZONTALLY INSTALLED PLASTIC PPE UNDER 2' SHALL BE SUPPORTED AT Y -0" PIPE BE SUPPORTED AT 4' O 4W _a y CLOSET FLOWER CPTON �— -- -- -- — - -- - -- — — INTERVALS. VERTICAL SHALL -0' 9, BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WTH A 2 INCH VENT TCBASFYENT 02 O i d V mam FLOOR _ STUBBED BELOW MT FLOOR, THEN CAPPED t LABELED. BASEMENT VENT MAY BE p 6'0 - S'M'TEE DELETED MEN CLOTHES WASHER 6 ON FIRST OR SECOND ROOK. yE .. LOG TURN 1/4 BFND I/4 BEND CLOSET 1/4 BEND TEE WYE t 1/4 BEND LONG. SWEEP p_Tq LONG P -TRAP - Id NORIZOTTAL 10 HIN6ZORTAL -E VENMCAL TO HORIZONTAL DRAW CHANGES N DIRECTION 0, 2 Q C'S 5 5. 4e LONGS . SHALL BE 45 DEGREE WYES LONG SWETF CLBO'N5. LONG SWEEP WS. 6M.. 8M. OR 16TH BENDS. APPROVED COMBINATI S OF THESE OR EOUIVAIENT LONG SA FIITWCS. SHORT SWEEPS PERW tIED IN SINGLE BRANCH HCMZONAL TO WRTCAL CHARGES W DIRECTION A MN 3 U CN OR I.Ut N. O 1 Z 4 g III BEND LONG TURN WYE MM LONG NRN 11. DISHWASHERS CANNOT DISCHARGE INTO CMBAS DISPOSALS. n ~ ^ DOUBLE 1/4 BEND SEE NOTE 10 1/4 BEN I/8 BETH LEE WYE L VENT EXTENSION li TRAPS SHALL BE PLACED AS CLOSE ASP R 6 10 Fl %NNE W ILET. 4AJIWUM LENGTH FROM N(NRE COREY i0 TRAP WEw 6 24' $ S n - PIPE 'INCREASER '.._'11 REWCER-(OROIRS YW IY BELOW INACCESSIBLE'TRAPS FA.t NOT HAVE UNONS- CEMOUTS'OR AIPJOINM - ACCESSIBLE' (RAPS SNYL BE XWOVABLE YATX UNION N TRAP 'SAL OR HAVE DEMOUT.OPENNG ' SINE SITE AS ' HODZONTAL TO VERTICAL AND VERRCAL TO HOITZO Y& COnECR NS. ROOF' 24- N) 14. ALL HCNZONTAL VENT BRMOI PIPING SHALL BE LOCATED A WPOMVY OF V ABOVE ^ (SEE NOTES 110) NNE FLOG) LEVEL OF ME NOIEST FUTURE N THAT BRAHM ..I!L A-UA DISTANCE 'OF FIXTURE 'TRAP WDR`TD- .VENT:SUIL BED.. 1 I/Y'PPE .- 3'- 6','2' WE - 6 -0'; 3* PIPE - V -0-. - - - R.A. OR P.E.'APPROVAL STAMP I6. PLASTIC PIPING SHALL BE PROTECTED WM 1/16- IS /1 ( GAUGE) STEEL PULE WHEN RIPE PASSES 1NRU YAW MEMBERS LESS RHAN t 1/4 INCHES FROM EDGE Of MEMBER. O'er i Q 0 2 p W V 11. DWV PPE 6 SUED ACCWO IC 10 FIX E LOAD. DDI&E FlKTUR DOUBLE WYE WYE MIH LCIG NRN Id NOTE BACK TO BACK HORIZONTAL /0 VERTICAL FITTING i0 tE LONG TURN (DWECiX)NAL) FlTTNG MTH 1/B 1/B BEND IFS WTE ' FITTING 19. YEMAWCAI (AUTO) VENTS ARE DISAPPROVED. ' 2GFRST MOOR FR71JWS SHALL CCBWECT NATO HOOZONTAL WRONG CRAM MORE THAN . 1/4 BEND 1/B ShN10RT SWEEP iTPCAL HMIZONTAL 11 HOOZCTAL COINECIIOIS iNESF Fl1NG .. SEE NOTES) WELL B USED ILL BE U CIO RKTWES W ETHER' 10 PPE DIAMETERS DOWNSDEA4 OF STACK BASE A NOT CONNECT INTO SECOND FLOOR: GRAN STACC I1. CODEABLE WATER LOCAL SHALL BE DISINFECTED BY SITE BY FIE BURDEN FOR NY$ CORE 803.11 AND LOCAL NSPECICR. .. 18 AF/CVy . COMPLIANCE N ST TE MTO CODES (SEE NO S 10) CODES (SEE LADIES /10) S�pED p� r 1 1/Y TUB OVE6Law VENT p I H/Y D 2" AN' Y , W LONG TURN LONG W. 1/6 KENO 7 WENT O OWER 1 /2' VENT VANN GRAN e �lF 1� OF ryE`ry HUB OR.UN FOOL 2' IR TEE FLASHED /- DRAINS TO �/ Y FLOOR SM. ICE 1 In" FLASHED. FLOOR THwO PARTY APPROVAL STAMP ! 1 I/2' iRAP I ISNEO FLOOR . LOCATION I NA! Z _ NB/SHONEI QOTHES WA9ER WASNER/WAIOt HEALER PM USED WHEN CRAM. V CE t)R USED WHEN OTHERAS INSTALLED ON 2ND RDOR SHOWER BATHROOM VANITY . ' . 3 /4" D19FK15IER GRAIN ' LOOPED INN AID NSTAWIIIXI WEAl1EFPR00FNG VENT 3 ~MAN VERT SECURELY Y FASTENED i0 O COLFR OR WAIL' OR AIR DM AND PER 4ANUFACNRERS INSTOICIMA6 _ Y VENT 1 1/2" t NO. VENT ARCH VENTS _ y3! Z p AQ " 4INNUM Y SINK GRAINS SSMMI AS REWwED Y VENT FOR � AR GAP 7U Fl%N� W SAN SAN WENT Y P FINISHED U FITTING FE 1 I ji" GRAIN LANE M91ED . WYE-BRANCH Y TRAP FLOOR FITTING 1 Ln WTCB N SM( /Ot9HWASNER/OSPOSAL VENT THRU ROOF DETAIL KITCHEN 9KK/d9HWA9Ep/O6P05.)L I j WATER CLOSETS t MAN:VE}Nl !1 r W Q W Z Z V O W. WiZQ O ao>Z Z w 4.. <4g J I W J L=' m U'OO W W LL I O LILA O'er DO N Q tt N S W Z 6 mW0 wi p. O O � � I D I .3 G i i O F 'ao DMV DIAGRAM . 4 O M II - O tam MI II M RAISED MICH OPTION . „o III.. aorrwe vwL a wanm mac n a anuo w asvnm . w� A w�oa mac me m.anm aws nAmnn. iuc®a rxma� w c�.vo, rR s..L a umm . sMm, RroAS.Aaa . rc, Ai6 auu x.�[ r Roarsis r.w : au.mz w:n T° : ncaiaa "O"A0° ua�R.PRaaa.L.o...ra,R. r STATE APPROVAL STAMP . c $ an i.. M-1 E �y U Wv yZO$T°L a gWMe o>Szz 3 �' s ,z z i cc< ° °=8 L Ra. N.P.E. APPROVAL- STAMP' TMRD PARTY APPROVAL STAMP NAIER RIPPLY DIAGRAM MAR 181997 �P� AR�hi IWA4 , :I� G c 8 1 C7 � z .. CL s` J' 'o U. S K�N(O ~ io za,Ya � UX O x 4 < ffflwt Z Q L W N Q x U z Q cD w a� Z oo -. w < Z ,Z< 05:2 aom � w a adz Z wow Z T m Y Q Z N_ S � � O � Z wra m w'O o�� 7 FASTENING SCHEDULE BIALOMC ELEMENT . TYPE OF FASTENING BETH A LOCATION 95 PLATE TO sMDS NAIL 3 1 /1'x131' 2 DRECI TOP PLATE TO snms NAIL J _ 2 DIRECT DBL TOP PULE NAIL 3 1 /1'..131' 16' O.C. DIRECT 1/2' DRYWALL TO -CEED I 1 11 CA RWG SIEC ... UBS Is O.C. a. SIXES FRAMING N* TII ] 16" NERDS 1,:04 14 SEE NOTE 3 FOAM NO NS 5/8" CNYwALL TO CL UT XLCDI4 DS AFG -01 Y QG ECO ES FRAYING /E 8E 1 0.0915 1, o .0 H SCFEWS SEE NOTE 3 S1UJ0t 1 1' HEADS. f W1E5. PEP IHSIRUC 4 O.C. DIRECT EOCE PLYWOOD ON O SB 16 CA S7APlE B ' . C. RE1D Q "x131' 0.4 EO 2 3 HEADERS NAE S 1/4 _ DIRECT DIRECT EW/AEYBER D/KM 2 AT TOP OF BAR O INWLARON TO SPIOS PLE (8' O.C.- MA) WDW TO EXT. WALL NISH 16' O.C. DIRECT ? AWY. 90WG OR SEE 4 BELOW EACH NAIL S1U0 O V A AGING ARE Z EXT. W&L to FLOOR a 1'x131' pl/4'�131' 12' 0.4 DIRECT CL NW- BEARWC TNT. O WALL TO FLOOR 4'..131' 16' O.C. DIRECT ¢ EXT. WALL TO 4'x131' 10' 0.4 DIRECT DF WALL x WF. WALL -TO W E E w`u 3 l/1' .J31 lo' 0.4 DIRECT NT. WALL TO INT. wAL NAL 3 1/4'..131' 21' O.C. DIRECT 9D]DURMO ONLY POLYSTYRENE iO�E %T. � YANIIFALIURES PER YANIIFACMRES.. YIAU191EA11010: NSIRUCRCTJS'. INs WSIRUC11dMS :: WNDOw AND DOOR FRAMING 101BDL5 D FOW CORE P MAIL 2 3 /8"i.113" 6' O.C. DIRECT ' - M. 1'0 WNER -ST HANGER ONE HANGER. PER MST BALM JDISI I ] 16'.10 CA LAS 10 NABS PER HANGER. MST 10 INNER 6AT0.' JoIST c... HM 1 WELT ' LEDGER-SRIP NAB 3 1 /Px1 }I" .- 3 DIRECT Ua.]OISC.-. CE OUTER BAND MS O TO INNER SAND UDIST NM J 1/4 "x131" 1 Q4 STAGGERED DIRECT 'mST COAL 3 1/1'..131" (UCH "ST) , 19/32' 8 23/32' O.SB. CLUE EXCEEDS AFC -W 901' ON ALL SUB/FLR mOERLAYYENT 1 ] /16".2" 16 CA STAPL JDISTS. 6' O.0 DIRECT TO JAS'S TO RING SHANK EDGES 10" O.C. FIELD 1 DITY TO CFX3NC AST FOAAISEAL SEE NOTES PER FOAYSELL NSRIC 5/e" m"ALL .TO 17 /8" LONG 0.0915 . sNANN 1/1' HEADS NAlS i 0.0 DIRECT ]' O.0 FIELD. SCREWS aumc m15T SEE NOTES 12' O.C. 1Y O.C. EDGE PER FOAN muruchm 00 3fdAMSEAL GA 1/2' 0.Y, i ]/16' OSB IBIW STAPLE B''C. FIELD FELT -1'0 SNEAnOXG O GI21V nAPIF U 24' O.C. DIRECT ? S10nEE5 To SMFA11fIG 16 CA STAPLE 4 EACH SHNCLE U OUP EDGE TO SHEAINN 1 " I 16 CA GALV. STARE' 16" O.4 DIRECT ORISSE5 TO EXt. -ALL HAIL 3 1/1'..131' 13 TOE -NAL CERFNG BAND 10 NAIL 3 1/11 TOE -NAILED 16' O.C. M-T PFRIIIEIER WALlS .131' NoTm L FOAMSfAL GYPSUM BOND - APPLIED N ACCORDNNtE WM ME YNUFACRRER'S INS'WGnONS 2. FASTENIMCS OMER MAN MAY SOWN ARE W COIKANCE WM STANDARD ENGINEERING PRACTICE 1 FDAMSFAL F21M COMWCRI -ALL APPLIED PER NANUFACIAQERS INSIRU "`"S 1. 7/18' . 1 1/2' 16 CA M ,/16" . Y IB CA U RH SE EN 3/1' Par- sTVROE IS USED OVER WALL SWAMNG S U91C RESERVES ME UCNT l0 SUBSnNIE ANY FASDHNG TO EMAL WADE AND SPEOFICAIIONS 6. MASS REGIMES MWATION TO BE STAPLED i OC. 7. MEpH, FASTENERS ARE OPTIONAL WNEN FOAMSEAL IS USED AROUND OPENINGS. 8 U ELECTRIC NEAT IS IN A[N Fn 1.6 EXTERCR WALE CmiMUCMN WM FOAM 9EAMNG "WE7 BE USED TO COMPLY WIM PART 5 OF N,Y.ECCC INSULATION SCHEDULE: 2x4 EXTERIOR WALL: wTN T-11 R Q WAIL. R o TRAMEO 2x6 EXTERIOR WALL & 3/4" POLYSTYRENE: (NOT APPLICABLE t0 PART 5 OF N.Y,S.EC.C.C.) AREA AREA, R 01NSUL R O TRAYS WSDE AR FRY 0.66 0.68' AREA MU ,1/1" CYP. 6D. 1/2' GYP. BD. 0.15 015 .. R- F.C. R -13 F.C. WAIL 13.00 D.. I12' OYP, BD. INSIDE AR' -FLAN 068 Q58- WSUL 1.1 FRAMING I6' OC. 0.00 1.38 7/16' RATED I/2' GYP. B0. 0.45 0.45 5/e" T -I -11 5/e" T -1 -11 0.77 ' 0. JJ SMEAMWG R -19 F.G. INSUI: 19.00 0.00 WNYL 9DIMG O.DO 0.00 R -19 F.G. 2.6 FRAMWG 16" O.C. 0.00 7.14 2.1 Sllm 0 WTSIOE AR FILM 9.12 � NSUI 7/16' RATED PLEATING M57 0.5] "R' VALUE ISO] 6.15 i NXYL'B 3/1' PmTSTYRENE 1.00 4.m 3 /4' POL MNYL SIDING Do0 0.00 (.066•.90) +(.155•.10) OWN ALL 'U' - 0.075 SiMENE. OUTSIDE AR FLY 9.II Ila DYER ALL R" - 1133 2.6 SND R' VALUE 24.67 1101 16' TIC 1.039•.90)f (.073•30) D1EN ALL.'U" - 0.012 2x4 EXTERIOR WALL: R O INSUL R 0 RAMEO DYER ALL `R" - 23.68 (NOT APPICABIE 10 PMT 5 OF N.Y.SFC44) AREA AREA WAGE AR.I1W 068 DOsa EXPOSED ROOF /CEIUNG: 1/2 CW. Bj 1/2" GYP. BD. 0.45 OAS R O WSIA. _ R O FRAMEC R -13 FG R-13 F.G. NSUL 1100 000 R -30 9' AREA AREA WAIL. 2.4 FRAMWG I6' D.C. DOD 1.36 F.C. NAA.. SIDE AR TIW 061 � 0.61 1" VMYL SI7/15" RATED SHEARING 0.57 057 OUTSIDE AR TRY 0.61 Q61 VWA SDWG 0.00 000 III77717 (((��1 FFF111��' ]/16" RAB (I) LAYER R -3 GYP. IN 0.45 OAS 41U1WNC m/S�AR FE)A 9J 7 9.1Z (1) IAYFR / ((1) UYEII R -JO f.G W41L111.00 16.33 .25 2.4 Silo 1 GYP. J 2.4 fRANWG 16 O.C. QA 132 16" O.C. (,067•,90)•(.166•.10) OVER ALL 1' - 0077 2.4 BOTTOM 'R" VALUE 31.67 213] OVER ALL W - KOO CHORD 16' O.0 (.031•.90).CN1,10) OVER ALL V' - 0.02 OK ALL "R' - 31.25 2x4 EXTERIOR WALL & 3/4" POLYSTYRENE: (NOT OPLCABLE l0 PMT 5 OF NYSEC.CC R O WAR. R e FRAYED W/ ELECTRIC NEAT) AREA AREA EXPOSED ROOF /CEILING: - R O WAR. R 0 FRAME x.1/2'. GYP. W. WAM.AR. FILM 0.68 0.68 AREA AREA 7 /16 "pATED' - 1/2" GYP. m ` 0.15' 045 R_M I'_ . 'STIE TNMC R -13 F.C, INN.. 1100' 0.00 P.G.'WSR. INSIDE AIR 0.61 0.61 p,A' OR PE.-APPROVAL STAMP R -IS TO. N4 FRAANG 16' O.C. 0.00 1.38 m15mE AIR m. 0.61 0.61 IN 7/16' RATED, SNEAMWG 0.57 0.57 S(1) DYER 1/2- C'TP, BD. .0.45 0-45 4- w1YL SONG .3/1' POLYSTYRENE 400- 400. (I) LAYER ���yI�NDIIJryO�ryUI )ByjR�.g7]`1S (1) "YEN R -19 FG INS' 3800 26.91 3 /4' POLY- -It 9pNG Ilm Boo 1/2' GYP. / 211 TRAMMING 16' IOC'. TIM 3,32 STYRENE wlsoc Am F6N � 9.12 9.12 2.1 BOTTCAE �JJ!/ R- VALUE � 39.67 3295.. '2.. STD O '1Y VALUE- 1881' IQ2Y OHORD'16'-O.0 " 16' O.C. (on•.90)+030•. 10) OVER ALL V - QO25 (.051..90) +(.09z•.10) OVER V - 0.056 OV ALL "R" - Mm OVER ALL R" - 1801 STATE APPROVAL STAMP 2.6 EXTERIOR WALL: NM T -1 -n R O IN91L. R O FRAYED FLOOR: AREA AREA 19J32' RATED R O N91L R O FRAY 1/2' OAP. B0. INSIDE AR FILM 0.68 060 / SN ABONC AREA AREA R -t3 F.4 1/2 tAM BD. a 7.15 ` INSIDE AR fllM. 0.92 0.92 NSUI. R -19 F.G. WSUL MOD Om 19/32" RABD SN "111NC 082 0.82 2.6 FRAMING 18' QC. o. 214 R -19 F.C. WSUL 19.OD 000 5 /6I 7-1-11 0.,, 000 2d FRAMING 16' O.0 000 T91 VMIt SDNC 0.00 0.DO R -19 FO OUTSIDE AR FRY T -t -11 CUTSDE AR FILM 9.11' ➢.IZ IML 91+1 9.33 216 mo O R' VALUE 21.0] 84a 2.10 JOIST "R. VALUE 11.68 10.4, Is. D.C. . Cpy19n90H(.0352•.10) oXa ALL 'LY - D:osl (.M6•.90)t(.118•.10) OVER ALL 'U . OGSO DOVER ALL -W 19.51 OIW ALL R 19.61 2x6 EXTERIOR WALL: R O WAR. R 0 FRAYED R O NAIL R O TRAY AREA - AREA 19/32- RABD AREA AREA 1/2" W. m. INSIDE AR nM 0.66 0.68 SHEAMWG INSIDE AIR FLA 0.92 0.92 ]/16" RATED 1/2- GYP. BD. 045 0.45 19/32' RATED SMEAIHNG 0.82 092 SNUD NO R -19 VC- NAA. ' 19.00 0.00 R -26 F.C. IIAAx. 26.W Om R-19 EC. 2.8 REAMING 15' I).C. am 7.14 WI FRAINNG 16" O.0 BOB � to) M.L 711C RATED SHEARING 0.57 0.57. Q17TSOE AR FILM 9.32 9.92 4' MNYL SOW(.-- -YL SOWG ODD 0.00 R -28 FIX R' VALUE. 28.66 11.75 FIW 3.6 mo o a M 2 8, 90 z. JDST (.0]19..90) +(.0352..10) 17mT,Al1 -U' - OOQ 16 "O.C. NF QC _ OVFR ALL R" . 2100 (.OM-.90j.(.101•.10) OVIIi ALL V" - 0.051 OVER ALL W - 19.68 4 9. FOR HM AL HOLIES PMT 6 OF -E+CE CC. MAY ICE USED AND MAL TIONS MILL BE PROw0E0 TO ME LOCAL BUILDING OFFCAL »e :c �a $$ e V1 € bill Li � z n 1 O � � n 7 v' APR 01' 1997 ME tEPE0 AR- OF 14 MIND PARTY IPAN"AI STAMP _ I . W Z O O w w Q Z O a 0 0 Z W J r W W J Li m < O V.O Z W - m Oar Z' Y,a z Y cL maQ tvN2 O z Iri1 r' z -: CID W V cl W � O '3 T STATE AFT%NWAL STAMP 21 * 2i o�C SR /2 (FOR 24'. to 6 3Y 4WUlES) 3 TO T F 2.5 COEAUI DE C 2" MW. AIR SPACE R -30 F.G. INSUL _ RYwom wssEl o � ' OVERIIANC BLDG( U p wB FASGA—J / , O OPTIONAL STORAGE RAFTER` o° o 2' COMPRESpd4 s1RP 24' WE - 2.8 O 24" O/C SYPII OR SPF/1 0 16" 16' o/c a QY 2a' WOE LIO o 24' 0/C SYP/I OR SPf /2 O 0/C .w O ^ 3 32' WDE - 2.12 a 24. O/C SYPFI OR SPFI2 016' O/C z O r w N Z X ATTACH KNEEWALL TO RAFTER W1H 2- IW NAES <s Z.6 0 16' O/C SPF /1//2 DGE YE11T - - w (ALT b SPF 12 a 2i 0 /C) O 20 YR. $EIE- SEAIMC fIBERGASS CUSS C SHWGLE 6 1 ifi' O/C SR 12 CR BE116R- ta/ ROOF 11NOERLA'INENI ( 24" 0/C WM RAFTER O 21 0 /C) AND 2/16" PAlEO O.SB.. P00 $HEARIMG OR BETTER Q Tmrs 3 To Iz s s / BUT l EO T1aoo A &rER A51W E I i . 1 NUT a WA R P -30 F.G. RTpa. W/ v.B. 8 2" AM SPACE PROVNED BY BAFFLES, AT EKRY OTNER w TRUSS SPACE ALL TRUSS MOOELS _ < SEE OETAE -- SUB FASCIA cc- I/2" GYP. FASCIA 6' VEHTED.SONI L 08l 2J TOP RATE 2' COMPRESp SW i STUD GRADE MEILIRARON BARRIER ? 1/2" GYP. 2.3 SPY SND GRADE 16'/zi O.0 OBL 1.6 LDP PUIC sN0 MADE N.Y. AND MASSACHUSETTS ONLY �= I/2" GYP. R -I3 F.G. MSUL. W/ Y.B. 1/a' StRICTURAL IMNOPLY OR 2-19 F.G. MOIL W/, YB. w/ 2.6 WALL BETTER EA 2.6 SPF 511N) gRAOE O 16-/ 4-- W MODLRE (ENTIRE LENGTH) W-10' MA -. i =1 " M _ —T /I6" OSB' SIEARRIIO P.A. OR P.E. APPROVAL STAMP SWGE UYFR 23/32" OSB SNFAIIRRC .11 10 12 SPF /2 OR BETTER 1/2" . a" TNPU BOLT o 4• o.c 7 PWMEIEII BANpS CAIRI( W -REID� • ASTEN.URIIS.TO SLL .. m�. NTH 1W MARS: 16': O.C. TOP OF, ATE- " 3" 0C- ABOVE 25: PSF'WHD- LOAD. " R -19 MSUL -STE ROOR . INSTALLED ON -SITE HANGER I/2" Du. A.IY R -24 MW. W/ ELECTRIC N.Y.S. 4' STARTER STRP -FOR MNYE ANCHOR�INS j[VMST 2.B SPFl2 24WO/ WM TS" EMBEDMENT OBL 2.8/2.10/2.12 SPF/2 Da 2.10 SPF(2 2a/Ia /]2 WO 2.a IPEAIED ply MIE AT 6' -0" O.C. BETTER PERIMEIER BARDS 1/I' CONCRETE PAR(LIG FA4EA W/ &IUYWd15 j- ORDE UP COARNG APR 01 7 ORDER SIIDPpIi (SEE FOUNDATION) 'ft FOUNDATION WALL By BURGER. PLANS 'LEP�T:H EHCINEERED FOR 6' T010" DtlC1(NESS 6 "M4fA_��O i PERFORATED OtAW TILE T, 30'AM.12' 4' GRAVEL BEOJ .. _ /A am C01T D DR y ,k la' YM DEPTH FOR CRAWL SPACE ? CONCRETE fopIRIC 24' YIN DEPTH FOR AREAS REG6RRIG ACCESS 9f �O LDNG TO BE 6' mW MR- POLYEREIENE VAPOR BARPIEIt to MFGIAWCAL EOWPYENI FOR SERMONC F0P WE.21 WTO UNOISTURBFD SOE MPS 4900.1, 601 -16.26 (TYNCAI). DMD PART' APPROVAL STAN NOTE: . 1. ALL S EAORNG USED R AGENCY RATED. E . a Z p >e � 4a U a$$ V) RCR N Wa`s e � I m g �nnH 1 O zal'Fn� F m � J F/T.vv O W < 2.0 " 1 I� 0 < W Z O O cc w < Z �za o��- aca, > Z-< <1=„z J pw. _ W � m Q ° U- O' � WZ Z M O N 0 Y ¢'Z � a.Q ,TM mz83 W gyp. CW7 p O = i U Z Q Q� _ g I " 1 I� 0 < W Z O O cc w < Z �za o��- aca, > Z-< <1=„z J pw. _ W � m Q ° U- O' � WZ Z M O N 0 Y ¢'Z � a.Q ,TM mz83 W gyp. CW7 p O = W a z O O w RNFI � z 0 Q Z �(ai .OZ . O Z <�z w O w mD 0 O'er Y Z z O'� 0 IF1 � a - W � Q 0 aJ' O j � STAN APPROVAL STAMP N 5 h E- C, o €?a r °$a U .. HANCEP o () g V) n D STAN DATA (LOP SIRWGER) 'L 2.9 2.10 x.10 6 i °x3/32' 9'1READ5 g STAN DATA J /A" HANGER 7 12HSiRINGEPS j N O (A E $ O.- L! e 3 RISERS O.e' • B- TREADS 3/1 ALAN x.fi °' STAN DATA (BODW {NOXER) a 017' 0. n ) RISERS O ] S/9 I r 31uN DATA I f/i NOSING - SNAIL DATA 13 RISERS O e' LANDING y/i B' TREADS E HOSING Z D W N fD ~ n n FINISH BASEMENT 13 RISERS O e' ^ 9 iPEADS - HANGER STRwaRls Z W RR 6666fi$ Fl 9 iREADS I 1 /V- NOSYiG O } ` i -3'Ar 1/ NOSING FW91 BASEMENT LLOCR •aamoo C $ o _ 2.6 LANDING O 12 O.C. W19F BASCYEHI now FmsH BASE MEXI FLOgi O < O 2. �nI D P S.IPPdRT FCR IANgNG 3 RISERS DR MORE SHALL BE PROTECTED BY A HANDRAIL ON ONE BY BLINDER A RYED STAR SNAIL B[ PROVIDED WS®C OF DYIEIIWG SIDE NNYUU. ALSO OPEN sDE(S) a STAIRS OR IANONGS le' STAIR DETAIL FOR 81 -LEVEL MODELS p 3 ° y5 y �' m FACTORY S14LL PROVIDE OPENING THIN FLOOR LOU SEMEN FIRST SCRY' 6 BASEMENT OR CELLAR. DR GORE ABOVE AD110ENl FLOOR d AT MIIDOM(S) OM STARS OR LANDINGS SHALL NAME A RAVING. OPEN RAILINGS SMALL, HAVE Q 1 O z � ENOUGH TO ALLOW STAIRS 10 COMPLY AIM NYS 7111 FIRST' STORY TO BASEMENT Gl1ARD(S) BELOW RA" THRU YNICH A 6' SPHERE CAN NOT PASS, 'O 7 C 1 m , ! - NOSING f IItr AR. t MAX:. TREADS 9' YPl; RISER B 1/' M.AA. t NIAX VARIATION W RISERS ' fro" W ANY RIRT OF THE D S1AIR5: MAD ROW FROM ANY PORTION OF BREAD INCLUDING LANDING ION t BASEMEN) Wl- (7fi) NH.: WOTH DETREEN HANDRAILS OR IT A& DO _ fA O 6 WALL (32-) BOTTOM t TOP LANDINGS NN t 1 1/2' NM CLWANCE HANDRAM 10 MALI: LANDWCS INCLUDING' SHALL BE AS AIDE AS STAN: TOP SINFACE OF HANDRA4. 311 ION. Z A. yf-j r ¢ N e t YAM. FRW NOSNG - N6 j u ZO 1 2.12 x•12 2ti^r .NAADRAII SUPPLIED AND 23/32" - 7.10 INSIALIED BY- BLINDER. DE[NNG ].IZ PRIMCIWN W10 STARMEIA N W R.A. OR P.E. APPRWN yTAYP i} J I/2' AA... (RGI) U K 2.6 LANDING. 3 O 12" DC y_y 6 AP6EP�5 O AA ':1' F' 199% • - },_, r -r # 2.11 T S/ 6 9 ""READS 1 t /A$(R ' NOSING INGE R hf0 �PECI h W q F14 ' A_O 4 N ¢ 9 71 O 0�. S K HABITABLE. PROVIDE RAILINGS 0TH _ WAILS TF N SECON WALLS W SECOND FLOW SINR OPINING M OF Its t, HAWNAXS SHALL BE INSIALLED BEFORE UNT IS NAWI E. Z� x.lO HANDRAILS FIELD STALLED. COMPLETION a FIRE RATED ASSEMBLIES A, ALL MIN DOME OM SITE SHALL BE APPROVED_ - < H - BY LOCAL BLIDING CODE' ENFORCEMENT OFFICER. STAR DATA 6 FTREA O) 3 /A' ' Z r -FI 9' 1PEADS 1 1 /A' ROGWG =O 2.10 2.II.SIRINGER r -n• h11 $LAIR DATA - 2J /SS (ORRERY BSA() 2.10. 2712 DEDTWC i'PoTRRERADS ] 5/16' . < r 1/i xoswc 2.12 STRINGER (%i 2.6 LANDING i . 3 J 'THIRD PARTY APPROVAL STAMP _012'OG. _ TA 23 /3r 1 Q J/i HANGE .. W b6.LANgNC- o u' D.G. STAIR DETAIL fOR SPLIT LEVEL MODEL Q 2•A .SUPPgTT THE SAING OF A DOOR OPENING OM A SIARRAY SHALL NOT _ OVERLO TOP STEP, Q ~ FRST s1OMY 10 moOND STORY Holm FIRST STORY TO SEDOND STORY STAR DATA, FIRST STORY TO 9ASEMENI NOTES: ALL STAINS 1. SIMI DETAILS 91O0N APE TYPICAL FOR STANDARD PLANS AND HOl MEANT TO BE T -6" CEILING HENJIT - IA PMERs O Y 9' IREAOs U) `f 1. BASEMENT STAR DETAILS SHORN ARE TYPNAY FOR STANDARD PLANS All INCLUSIVE. f I1W HOSING (YIN) - - B-W CERLIM HCIWT - 1S RISERS 0 7 7/6' 2.12 SIIONCER 2. ALL STAR OPENINGS AND HEADERS ARE BASED OM A NDOM1 OF 7 -9 1/2- FRW Z AL STAID OPENINGS AND HEADERS ARE BASED ON A HEIC HT OF 7'-9 1/2' FRW m TfIE FINISED BASEMENT FLOOR TO UNDERSIDE OF FIRST STORY (LOOT JDISI. THE FWSHED BASEMENT FLOOR 10 NWERSM OF FNS( simY FIODR JOIST. 9-0' CEILING HEOFT - 16 RISERS O B 1/B- c ] RISE AM RUN AND OPENINGS FOR STARS MAY VARY AS PLAN DESIFN VARIES 1 RISE AND RUN AM OPENINGS FOR STARS MAY VARY AS RAN DESIGN VARIES RISER - e 1/i VAX; (READS - 9'A 1 1/B NOSING MIN RISER - 6 1 /A- YAA.: TREADS - 9'V 1 1/B- NOSING YW. SECOND STORY TO ATTIC STORAGE AREA STAN DATA: a lZ1 �/ A HEAORO N - 6' -e' MIL: AIDTH - 2' -B' YIN HEADROOM - 6' -6. ON: 'MDIN - 2' -e' MAL Ml STARS 7 -A" CEILING HEICW - 13 RISERS O 7 3 /A' V TREADS N. 9�DER IS RESPONSIBLE TO INSTALL ALE BASEMENT STARS LANOWGS AND A. BRIBER IS RESPWSBIE 101NS1ALL ALL BASEMENT STARS LANDINGS. AND 1 1 /B" NOSING (NW) NAME RAIIS AT N RMAN a 30 AND MAMMUY OF M . HANDRAILS Al NNINJY OF 30' AND YAANUM OF J6 B' -O' CEILING HEIGHT - 13 RISERS O B 3/16" 2.12 STRINGER W a z O O w RNFI � z 0 Q Z �(ai .OZ . O Z <�z w O w mD 0 O'er Y Z z O'� 0 IF1 � a - W � Q 0 aJ' O j � rte.:_ - ✓�".�._. —. -- � 1��� •�— 20 YR. av- SEALING FIBERGLASS CLASS C SHINGLE RIDGE VENT OR 9ETIER IS/ ROD F UNDERLAY4ENT AND 166 7/16" RATED D,S.8. ROOF SHEAIWNG OR BETTER NAIL If D.C. 166 NAIL IY OG . 08L 216/2,6 TOP BATE SILO GIUDE �1pR(59Co.5 = 112' 0T9' DETAIL 'D" ' DETAIL ,A. 2, CLG BEAM bJ LEDGER BEAN - SEE MIS FOR SPAN AND 42E DOL 2,3 TOP PLATE SR/D GRADE .I I COLUWAR AND SAE 1� 1:19- BD I �C DETAIL IIII IIII 166 MLL L2- 0.4 TR✓6 2A LwNGNT DETAIL "D" Led 111, NOTE: FOR WOOD COLUMN SUPPORTS - SEE .SCHEDULE IN CALCULATIONS MAIIIIAL IFDlNG H 4AgIAGE WALL �• -D• OR LA FRIER MARRIAGE WALL OPENING DETAIL SKATN MARRIAGE WALL OF UNIT FALL - LENGDI INCUIONG DPENRRS W/ I /8' STRUCTWIAL DRERMOPIY 03 EOLIAL REMOVE SIEA— STUDS ATTTER MQDLAE IS SET HRH 26 CA 1 1/2'.27• 1/2• C. BO. STEEL STRAP O 48' O.C. 1/Y Gfl' DBL -W top P121TE STUD GRADE -W.F.G WAIL. w/ 18. TAIL "E" DE 4-1/2-.1 1 /I' 16 GA STARE ANGLE LATTER 23J32- 058 SHEARING RUSS TO WALL ANCHORAGE RING DETAIL "F" R -19 ROD IN6ULATTON AT ACHED 70 PERIMETER 8' LONG NAIL A- 1/211 1/2' 16 W W - O C -0" ac,_ Ofl b12 PFRWEIEiI STAPLES EACN SiRAP- DBL bnpNOS BETTER b8 OR 2.1D JDIST 2A2 LEDGER i t � /2 112•x26 W T" 8A 8 I/2' GYP. 80. GkL STE SIRAF 2— PERIMETER DOLTS O LD 2,6 CLC JDRT A-1/211 1/2• USE Jg51 HANGERS AT CLEAR SPANS STAPLES EACH DETAIL ,G• . W TOP RATE SM QUM b �F�.Q�Wpp1 1/2-,8. DIRU BOLT DETAIL 'H" ..ct ;OR MY 2.1 MAN :. CENTER BEAM 1 dDo- �� w /�v.e.� Y AIR SPACE ROOF ANCHORAGE TO MATING WALL DETAIL ,.I. _ 1- 1/2'.1 1/r 16 u Y V 2 LE 3' QC. DOL b1 /2 RATE STIR I/r GI SUe -fAGA BLOOL STARES EACH STRAP LSCIA' 1 1/2'.12•.26 GA G&V. STEEL. STRAP III VENTED SOMT STAPLES EACN S '.G INSUL W/ V8. '.G IISUL w/ V.B. W/ b6 WALL STATE APPROVAL STALIG iF2�3 o 1_ $X .}7 E Z y; ggyy m a6. 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DEAD AS AN ALRRMM 0.0515 SNANt. 1/t HEMS RO 6 RUDE HEAD MYRAlt SM- 1 7/5• LONG WY BE SIaSDTUTED FOR THE NAS . ND 5 910.E -NOM M"Aa So" 1 7/2- OR 2 3/6• LONG - SECOND LAYER ro STUDS AND BEARING BARS 17 at MIN IN CEMENT SEE rASMMNG SD[D1AE FOR SKATIAG TO SRGS COATED HAS 2 3/1- LONG Iwo' SIAM, AW 1/1•. DEAD AS A ALMRMAM ND 6 ROLE -HEAD M 1Nt S . , 7/1- M 2 3/e' Lac 7 Try: IINCR = I LAYER 5/a• HOOT G,PSFAI LAYERS sn PE 2'"D 9 M' RODE SKARIND /2-a Yry cDF NwMS /7.4 /2- mums 1/7' "All CLAMSR Rao COMPRESSION s RIP ROOF SNEADAG KROOD CMFRE55015TRP 3 Try' Dort RS U000 11/1.1 OBL 21/26 SLID MADE IM. ILAR 1/2' MnµL C RUNG D0. 2. /Nf STUD MAD TON RATE 5 1/2' nacic NSAAIEN '/?A . I LAYERS 5/5. 171E Y' GYPSUM 3 1 /2- DOOR NSUINN ./ 2.1 MANN CLASS M THRUAL BAR OPTIONAL M(N A NORMAN 1 LAYER 5/1- FREY GYPSIAI: s Try• RID, INSULATION 1/ 7A 21/74 STUD MADE SIC RAYING 6 NOT RECURRED 3.117. STUD MAD MAWY IAA M MINIMAL BAIT h1ry4 SKID MADE 501E RAZE 33pY OSB 9REldR hlryd SRN MAD ➢x( YEAR OPTIMAL NM A ""AN 2 LATER 5/5- TYPE '1• GRSIM SAC RANG 6 HER RMRED I -7.10 ROOF NDSTS T FARM 5/r RIIX GYPSUM ' 23/32' Dss s1BLOM 1 /2' fu 1/2• = Fu Try-A Nry• Ca,N000s ,t ,/2'A! /2' CalIU96 Try• MY11µl MARG RYVOD.m.,ES9DN sw Dh10 fIOM RYIOUD COMPRESSION STOP _`06l 3 1/2' IMOt NS LADMI R/ 2.1 DB h1ry4 $11111 pAD IM RAT I/2• DERMAL, aILR1G IYI/M SPED MADE 70P RATE $ I/2' FIRM N9AADa R/ 24 5/a• TINE Y W. 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O OR PARALLEL I AHEAOS SRO INN 6M TASFEM ERRNN SW rA3DA 5 /e' GYPSN PAAIiCt 10 SARIS M MM WlM TED BIDDING ARDRD PERDEILR 11ADBOAW ND AEAMFIIG HALO TO FM AND " M.A. RAMS Al r ac EAIEmMA SMMC A ATIADCD TINd101 suMxG To sAOs • 1 1 LAYER-5/5' FINE 1• GYPSUM yr.5 y - CONTINUOUS ROO 9EAITIG y RYROCO CCYf1RSRa STRIP 1/N- BRIMALL aRRc 2 2A/h6 SON MADE TM PLA rz 7 Try: IINCR = 1 LAYER 5/3- TYPE X GA91Y == 1 hl/26 Slat MAD .I— DHSS M MKRAL Fill, 2 2,1174 STUD MADE SOLE RAM "MINIMAL I , f 231A• OSB "SIBFLOM , ft 5 , F 23/32' OM SU9LUM Na DL YEAR I/1• om Fu 7 -2.10 FLOOR LASTS MASd6n FOUDAAMN MASONr FOUNDATION 3 -210 ROM MIS MASONRY FOIWATIN 2'M HOUR SEPARATGN ALL CONSISTING OF ,RO Y Nom MktS use ors" Fro AP Plos - STATE APPROVAL SIAM' N f, p to E °I$� N a W 9 (J CHg — O ..IAgF�r In cr vi N +ib. S 1 a °H S E Z 0 U � � s F- V) U ~ s � � z LA Qf LJ o A�.AOn za1'In USG D901 MD XP NOS - ME, n - 1 ,1013 BALL (LOAD DEARNG) 7 HWR RNLI (LOAD DEARML) F HOUR NON (LOAD BLAIWIG) m ^ n ASSEMBLY RAOG. 1. XDLR (No, PRMKUgq . ASSEMBLY PARING - ASSEMBLY RAMC AT) N FASMMNG' YASTROW, IASRFOIG. R.A. OR P.C. APPROVAL STAMP . W -V x Wn SIDES FASTEN %r GINSN KRPE =MAR 10 M PARALLEL TO SODS. MIN IM BOAR WES 5/5' MIX CiPSAM RNL WADE APPLIED YARALEL 10 M NWIMTAL NRRIM SIDE: FOS" 5/B' CIIP9IAF RRNERVIA TO M. PARALLEL TO SM RIT 1 U CoAIm xAti 1 7/5' LOON am S' aAM. +/� HEMS roc. 10 h1 XDDD SNOS,' -r ac MIN -6a GUATIO OAS 1 7 /e' LONG' GOARD ONES. 1 7/1' LONG- DEBTS- SINN, 1 /F HEADS, r TIC FASTER 5/e' GD9N ­111.105=510M. GNMNU OF RUMIIS —5' SWIM TJ. HEMS x0. 5 BUDC IEM'MIWAIE SCRI -I 7/a -.. FIRM SOC:. FASTER 3/V GYPSURA PARALLEL . TO SIDES 1N W-MD ROONG RAs 1 31A LONG alto SAM -7,16 HEAD 7'01. r TIC_ LEG MAY BE SUBSTITUTED PM TK RAPES .. AMS, 3/4- LONSAf SRAM: 7/16- HEAD..Y ac, F ac �-SO A ..71997' .... ARMU RmE7R - MDAD RRDEnR. RAILROAD AND SHEATHING MARED a0 T ANU t y. e 7AM s.TF. SDA ARMS AI:r'OC'ERMRM SONG ATIADIE07HRMa ... YCc, SNi A,RNCHEWIO EM'DEAINIG W_SAA6 .. MOMING;U)S .'FRMMON: SGIN4AiLNT1[D:.IHGIF01 . SEADIG ro 7 LAXWS/D' L•PE x GYPSUM, ORRI L. aL c 1 urM s/e' 77R i- PsnN ¢ Aj'• 'r�`� 4 ROtE SIEADMC" 1 uttR s/e n6IX cYPwY." Ron sENNNG Iry•41ry• try• MYUD aLNC 1/7'4 I /2' Any � c O3 L7AHMRA5 RYWUD tOONU015 RnODD sr 137 COPRESSM STRIP 3 , /2- D.IX. INSULATION ./ 7.. s I /2' MnNI aILrc s 1/2' PERM NSAANFE R/ 7A 117.4 ,/2' . 111• DRY.A «ILDG coAVaSaDN SMP o F n v 3 MAMARI GLASS M AMEBAE RATE CONTAINS KYROW rm hlryd SRO am IM KAM OPTIMAL RAM, A umAFM _ OM. 21/74 SAID WAGE TM 0.A 3 7/Y"DIaT NsRAna1 W/ 2,1 SIC RANG 6 WE REOWED - � 12 � � s 112" /f n+a INSULATION lut 1 ij 7a G' SM M,5 GLASS BY .04 SAP MADE 7Q RAM 1M1O11A1 5 a Rua s6n T urEx s1B- TreE Y• crosn O MDM4 MEN A AMWAA 2 LAIEx 515' TYPE Y- GYPSUM OPDOLLL MFR A BAR SSE SAC RAIRIG 6 TIM KaAED SIC RAW; a MY, REBUFFED - 1 URR S /1' TIIIX GIPSIIY 23/32- OSB SDEE" bl/u SAN MAD Dnf oA S.BROM 21/14 SIM DND 23132•.03 RUOIOLR 2.1/14 SAN MAD 2.1/24 SMI MADE SOLE MR : -:AO Ram AsTS 21 /2A SRO MAD SORE RATE 21/24 SID MAD SOLE RAM � 2-2.10 ROM 1Dns T LAYER 5 /a- TIn GYPSIY 2 -710 ROM axes (y 2A SR FLAT' 7A SU, RATE 2.8 SILL YEAR Q In 1 LAYER 5/5' FIFE Y GYPSUM fCUMM110/ Try- YASARI fOUDAiIM Y URR 5/w TER •A GPIM YASONx Im AlgN FOND PARTY APPROVµ STAMP 43 v PERMITTED GYPSUM WALLBOARD FOR ASSEMBLY NO U340 MNx CATEGDtY OF CLASSMMO COYFANMS FOR ASSEMDLY NO U341 tyf ULDTEYN ORP. CO. -TRIPES C, P -112 CAAMAN GYPSUM m DOME. CORP. -TYPE 5 CEUDTEA COOP .- pOYTA STATES , INC -TYPE 5 ON All GYPSUM, S.. (y UNITED STALES GYPSUM CO. -TYRE C. P -X2 GNTAR- ND115T9CS ANC GOL anc-Ca CYPSUNI DIM' GOD "0"' "LOG PROO ICIS N E GYPS UM TRY, (a JAMS HARM . w GYPSUM •1 LOAOMASTER SYSTEMS IOC g PACT) GYPSUM Q RE cTPA1Y, m' - ✓S d STANDARD GYPSUM Cate .. MYPIC- 1NLAIJD FOREST PRCO{ICF$ COOP UNITED STATES GYPSUM m USG MANORS. Mt a REYER3UALUSEA CO GYPSUM W UK L NOM: ALL STRUCTURAL FRAMING MUST SIM AT PROPERTY ENE SEPARATIONS t— (M. PERIMETERS RAILS S EARATIC. ETC.) 1 QW z °pW a z OEM cL. z W�W owz �W 0 rJz �a Q' ON 0 IXF z z4 m z Ln O O�� Z 0 U � � s F- V) U ~ s � � z LA Qf LJ o A�.AOn za1'In USG D901 MD XP NOS - ME, n - 1 ,1013 BALL (LOAD DEARNG) 7 HWR RNLI (LOAD DEARML) F HOUR NON (LOAD BLAIWIG) m ^ n ASSEMBLY RAOG. 1. XDLR (No, PRMKUgq . ASSEMBLY PARING - ASSEMBLY RAMC AT) N FASMMNG' YASTROW, IASRFOIG. R.A. OR P.C. APPROVAL STAMP . W -V x Wn SIDES FASTEN %r GINSN KRPE =MAR 10 M PARALLEL TO SODS. MIN IM BOAR WES 5/5' MIX CiPSAM RNL WADE APPLIED YARALEL 10 M NWIMTAL NRRIM SIDE: FOS" 5/B' CIIP9IAF RRNERVIA TO M. PARALLEL TO SM RIT 1 U CoAIm xAti 1 7/5' LOON am S' aAM. +/� HEMS roc. 10 h1 XDDD SNOS,' -r ac MIN -6a GUATIO OAS 1 7 /e' LONG' GOARD ONES. 1 7/1' LONG- DEBTS- SINN, 1 /F HEADS, r TIC FASTER 5/e' GD9N ­111.105=510M. GNMNU OF RUMIIS —5' SWIM TJ. HEMS x0. 5 BUDC IEM'MIWAIE SCRI -I 7/a -.. FIRM SOC:. FASTER 3/V GYPSURA PARALLEL . TO SIDES 1N W-MD ROONG RAs 1 31A LONG alto SAM -7,16 HEAD 7'01. r TIC_ LEG MAY BE SUBSTITUTED PM TK RAPES .. AMS, 3/4- LONSAf SRAM: 7/16- HEAD..Y ac, F ac �-SO A ..71997' .... ARMU RmE7R - MDAD RRDEnR. RAILROAD AND SHEATHING MARED a0 T ANU t y. e 7AM s.TF. SDA ARMS AI:r'OC'ERMRM SONG ATIADIE07HRMa ... YCc, SNi A,RNCHEWIO EM'DEAINIG W_SAA6 .. MOMING;U)S .'FRMMON: SGIN4AiLNT1[D:.IHGIF01 . SEADIG ro 7 LAXWS/D' L•PE x GYPSUM, ORRI L. aL c 1 urM s/e' 77R i- PsnN ¢ Aj'• 'r�`� 4 ROtE SIEADMC" 1 uttR s/e n6IX cYPwY." Ron sENNNG Iry•41ry• try• MYUD aLNC 1/7'4 I /2' Any � c O3 L7AHMRA5 RYWUD tOONU015 RnODD sr 137 COPRESSM STRIP 3 , /2- D.IX. INSULATION ./ 7.. s I /2' MnNI aILrc s 1/2' PERM NSAANFE R/ 7A 117.4 ,/2' . 111• DRY.A «ILDG coAVaSaDN SMP o F n v 3 MAMARI GLASS M AMEBAE RATE CONTAINS KYROW rm hlryd SRO am IM KAM OPTIMAL RAM, A umAFM _ OM. 21/74 SAID WAGE TM 0.A 3 7/Y"DIaT NsRAna1 W/ 2,1 SIC RANG 6 WE REOWED - � 12 � � s 112" /f n+a INSULATION lut 1 ij 7a G' SM M,5 GLASS BY .04 SAP MADE 7Q RAM 1M1O11A1 5 a Rua s6n T urEx s1B- TreE Y• crosn O MDM4 MEN A AMWAA 2 LAIEx 515' TYPE Y- GYPSUM OPDOLLL MFR A BAR SSE SAC RAIRIG 6 TIM KaAED SIC RAW; a MY, REBUFFED - 1 URR S /1' TIIIX GIPSIIY 23/32- OSB SDEE" bl/u SAN MAD Dnf oA S.BROM 21/14 SIM DND 23132•.03 RUOIOLR 2.1/14 SAN MAD 2.1/24 SMI MADE SOLE MR : -:AO Ram AsTS 21 /2A SRO MAD SORE RATE 21/24 SID MAD SOLE RAM � 2-2.10 ROM 1Dns T LAYER 5 /a- TIn GYPSIY 2 -710 ROM axes (y 2A SR FLAT' 7A SU, RATE 2.8 SILL YEAR Q In 1 LAYER 5/5' FIFE Y GYPSUM fCUMM110/ Try- YASARI fOUDAiIM Y URR 5/w TER •A GPIM YASONx Im AlgN FOND PARTY APPROVµ STAMP 43 v PERMITTED GYPSUM WALLBOARD FOR ASSEMBLY NO U340 MNx CATEGDtY OF CLASSMMO COYFANMS FOR ASSEMDLY NO U341 tyf ULDTEYN ORP. CO. -TRIPES C, P -112 CAAMAN GYPSUM m DOME. CORP. -TYPE 5 CEUDTEA COOP .- pOYTA STATES , INC -TYPE 5 ON All GYPSUM, S.. (y UNITED STALES GYPSUM CO. -TYRE C. P -X2 GNTAR- ND115T9CS ANC GOL anc-Ca CYPSUNI DIM' GOD "0"' "LOG PROO ICIS N E GYPS UM TRY, (a JAMS HARM . w GYPSUM •1 LOAOMASTER SYSTEMS IOC g PACT) GYPSUM Q RE cTPA1Y, m' - ✓S d STANDARD GYPSUM Cate .. MYPIC- 1NLAIJD FOREST PRCO{ICF$ COOP UNITED STATES GYPSUM m USG MANORS. Mt a REYER3UALUSEA CO GYPSUM W UK L NOM: ALL STRUCTURAL FRAMING MUST SIM AT PROPERTY ENE SEPARATIONS t— (M. PERIMETERS RAILS S EARATIC. ETC.) 1 QW z °pW a z OEM cL. z W�W owz �W 0 rJz �a Q' ON 0 IXF z z4 m z Ln O O�� J 4 � Z o 0 1Y � W WiZQ O � � n�.or O.W Q <�z W O O m,a O O :z z O:W 2 W p W �. CO O f O > J Z �.a a La.N S O 0 EEW N W W O O � ' STATE APMOVAL STAW Z O - WE I--' ELOT _...�.. ...v.. _.. - -... ___ . YIMYUY S' -0" MNIMUY 5-0" � ga 'e F-- N c v c rIOT UNE II' LOT IWE 6H — NON- COYBUSTIRE WNC YWYW 5' -0" MWMM S' -0" it E d ^Tg't ERS S/6" MOISTURE NON -COY S118LE9pINC� .I o —M is S E Z RESISTANT C19. BD. TYPE 'A 1/2" Cw. 60. �` i O M Jill Q b6 LEO G CLASS Q H Zoo N O l -! V) y Y TWO LAYERS 5/e" TYPE X w, BOATED YN: 5' -O 011 _ O i (n ACH SIDE OF LOT WE rGA" > 4 Z'r 0 W 5 NSS OR RAFTED. SPAfi 2 LAYERS 5/6" MOL BDW r MOSTURE RESISTANT (ON EXPOSED WALLS) O SPACE _ RD A EXTERIOR GRADERPEX" Gw. W. U Q mm �SPACE RIALTO SHFAlINN GpCJ4pE��M 'IPLIII, I_SP'AC_E Cg � list MOISTURE RESISTANT O ' 2 Yg 7. 2ND MOOR OF A TWO STORY ZERO LOT LINE HORIZONTAL. ZERO LOT LINE PLAN OFFSET NO OFFSET E 2q OR 1ST RCOR OF.CNE STORY OWEWNG N 1 y u 4 B w r n 2 -2, END JOIST W/ 1/2' SPACER . Q i 1n, IM Cw.. W. AND I/2" Gw: BOARD OR NIERIOR SDE END JOISI.YUST BE.SAlE mICE_{1RE t cAFFh xO1Ei 3 i N 9ZF ASIFLOOR JOIST I. fOi CAPE AND tW0 STORY YODELS BASEIENT'OR CRAWL. SIP CE.LOT LNE WAIL MUST BE OF.MASOMRY FWiSTOPPING 2 -2,12 END JOIST ON CRLNC CC.S,VU,,DDW Q' 1/2" Gw -WR0 ON INTE -*R' MAX. 2 ONG UNITS PEW LOT 2- WALL CH A LOT LINE SHALL BE A ZERO LOT LANE. WALL WELL S SIDE 2ER0 LOT IDLE SHALL HAVE A LOT WE. 716.1.1-716, j_Vmj vv 1/2 A. ME 'f-GYP: BO:. AA OR P.E. APPROVµ STANP. 1 DOOM WtNOCWS: S YLICHTS, RIDGEYENIS- LOUVERS OR OPENWCS.LESS' THAN 2' -0" FROU LOT LINE . U..x SHALL RE 3/4 HR ME RAM AND BE SELF QOSOIG OR HAVE A. 3/4 NR' OWNNO PROTECTIVE (]I7:3(C) k 216.5). t WIN ROM SIDING IS NOT PERMITEO. EXTERIOR FlNISN SHALL BE MATERIAL CLASSCTED o � O tASE. AS HON - COMBUSTIBLE SUCH AS ALUNWUM.. TABLE 1 -216 t.716.2(1,X11� ' 1ST ROOK OF TWO STORY OWEt1NG 5 GwSUY JOINTS SHALL BE TAPED AND TREATED. FASIDIEtS SHALL BE TREATED AND M LAYER O GYSM, ' OR 9WL BE STALLERED, (ABLE 1 -216. DRAWL SPACE 6. I/Y CfSW WALL BOARD HA LED 2" O.C. NOT SE MET COATED NAILS 1 5/6' LOUD. 0.066' SHANN OIAM AND 15/16" DIAN._Nm. 2. TWO DYERS 5/6" Gw. WALL BOAflO, ONE DYER HALED TO STUDS AND BEARING PL.AIES I" O.C. •MIN 60, YASDYRV WALL .. CEMENT COATED MAILS "ALL LINO 00195 SNANX t 1/i CIAY, HEAD. SECOND LAYERTO STUDS AND BEARING APR 011%7 PLATES 6" QG WIN W CElIEN1 COAIED HAS 2 3/6: LONG, O1N SHAWL, AND'1 /f OR -. MEAD. A5 N AN ALTERNATE N0. 6 BUOE -HEAD ORYRALL SCREW 1 1/8 OR 2 3/Y LONG. SECTION OF ZERO - B, CONCEALED `hADCAL SPACES SHALL BE FIRE STOPPED AT CAM LEVEL & NOT BE CONTINUOUS WITH CCNCEAIED HORI'ZTONTAL SPACES RLOOR PLdWS UNDER RATED WALL SILL BE FlRESTOPPED, ALL W ACCORDANCE WITH DA h~ IL 2tl 4f, LOT LINE WALL - MYS tt yT T - JO FOF NEB . 'RETURN AN OPENMC W W TOP OF OPENING IS QOS[D'pE BY DERRID IRE RATED ASSEMBLY HOTRATED ASSEMB Y ROTC. d-- �"- -` -- 30 CA GALV STEEL 1' ID PLASM NR TO PENETRATE TOM RATED ASSEYBUES WOAXp BOOR /CEMCN RELOCATE OR N THIRD PMtt APPXpVK STAMP - USE YETAI PIPE FROM A MN OF ADM FIRE NAMCD ASSEMBLY a DOWN. • Nm 9pPOt1 /iFESiOP 2. FIRE RACE ASSEY9II5 80TH WILL 8 FLOOR /IpLAG SHALL BE SUPPORLED BY CCNSIRUCDON O . .. °d. Yp1 JO'CA GAIN STEEL WE SAYE OR QtEAMR FIRE RAMC ODWN TO FOUNOAPON. . T/2" twSW L TURN NR 11%NINC. NSTALED ON TOP FASIENNGS W ' 1" YYDDY CLEARANCE 6 2ND SiO1Y ROAR SHALL NOT PENETRATE Cw91Y E1IC[PT AT STUD. SONG. 3. ON LL RATED A FURRING WHERE SHALL NAYS TURNING VNFAE NECESSMh', . : !� W TO FRAM DA; YEYBERB a. STRUCRRK SHEATHING AND PLASM DISRA IN 944L BE ATTACHED TO RE OUTSIDE OF TOM STANDARD FR ' SIIPPOII/FRESTOP RATED WALLS EXCEPT WHERE SHOWN ON ORAMNGS W ' MW 30 CA CLLV STEEL INSTALLED ON TOP 5. MOISTURE RESISTANT FIRE RATED EXTEdO1 GYPSUM SMALL BE USED ON EXTERIOR 9DE TJ Q OF M STORY FLOOA A. WS RON SHALL BE INSTALLED UNDER ROCK ! BE SUPPORTED BY ROOK aSrS k NOT CFRNC . N CONNECTION to RETURN a CONNECTION 10 RETURN AIR AIR BELOW RtOOR / 9 AW BELOW ROOK ON STE BY BULOER ON-9M BY TIMBER — - RETURN AR PIENUU RETURN AR PLENUM SHOE $TORY MODELS. - 1'AO StMY MODELS ' J 4 � Z o 0 1Y � W WiZQ O � � n�.or O.W Q <�z W O O m,a O O :z z O:W 2 W p W �. CO O f O > J Z �.a a La.N S O 0 EEW N W W O O � I OR 2 STORY MASONRY OR CbNCREIE WAL AMC PRO, 3/4 ATTIC NO FW6H III NO HOUR MIN. NYS. ONLY R LATIN, ALL STATES BASEMENT'OR CELLAR 3/4 HR MW. MALL SUPPORTING FLOOR - CEILNG ASSEMBLY N S ONLY HN MW. ALL STATES EXECPT NYS. . RATED WINDOWS NY5 ONLY — ATTIC . 3/4 HMR M. HYS ONLY I.IN WN: ALL STATES EXECPT HYS. ANNO, W. Am ONLY ON. `YS ONLY I. ALL EXECPT NYS r 1/2• LIP, TO THING SIDE OF ROOF SHEATHING NDE All STATES EXCEPT NYS. HR, MN. RATED DOOR AND FRAME -a09NG DOOR MdNYS ONLY -- -1 7/4' SOLD CORE WOOD D0011 OR EWAJ_ SELF CLOSING ALL STATES EXCEPT MlS. 3/4 NOUN MIN. -I& ONLY FINISH ON DR1WG CEILING . GARAGE MFR M Rfd REMFNIS STATE APPROVAL STAMP L A f.AGEC B' 3 OR MORE EBE OXO WOES k WITHOUT A 5 -0• IHUL .BREED BETWEEN 3 OR N GARAGE Y OF $MALL SEPARATED FROM OTHER SPACES W BUILDING BY 3/4 HR. MN. —����• PRE RATED ASSEMBLIES BASE LAYER S/9" ,TYPE A' GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO L MANUFACTURER SHALL DERNMNE FROM THE OWNER k SITE BLINDER LOCATION OF GARAGE Y 310 WOOD ASTS 2i 0.C, WTFH 1 T /4• TYPE S DRYWALL SCREWS 2i O.C. FACE BUILD FACTORY PORTION OF ASSEMBLES APPROPRIATELY, INCLUDING GARAGE UNDER A DWELLING 314 HR, MN. WALL 3/4 HR MN. RA SELF - CIOSNG 3. 1/2- TYPE 'X' MIDIDN GYPSUM PROTECTIVE FRWSH ON GARAGE BEARING WALLS'k CEILING ARE RAZED WALL C 7 REQUIRED 10 PROTECT DWELUNG ADOVE JOINTS AND WTERMEW.TE ASTS FACE LAYER ANTS OFFSET 2i FROM BASE LAYER AMTS 1 1/2' HYPE G DRYWALL SCREWS PLACED 2- BACK ON EITHER % N, DOORS FROM A GARAGE SHALL H07 OPEN 0 A SLEEPING SPACE. / WOOD DOOR OR f DOOR § S. EACH OPENING BETWEEN GARAGE Y OTHER SPACE SHALL BE PROTECTED WITH A 3/4 HR. MW. C SELF ALL ALES SOU, xTS. APPIIEO AT MONT ,ANGLES' TD TOP OF JOISTS WFN Bd NA CELNG PROVIDES ONE -HOUR FILE RESISTANCE PROTECRON FOR HOOD FRAMING. ARE-RATED SELF CLOSING DOOR AND FRAME. U ]/4 HOUR MN. L PREPLACE COMBUSTOR AN SMALL NOT BE ORA" FROM GARAGE Y CLEAN WT SHALL NOT BE LLl O \ d W GRACE d p N. NYS. MY IrrE wo_; LL N > O oo a PT IBIS Z!Z� I HOUR ON. RATING U309 ARE RATED WALL NO WINDOWS 3/4 HOUR UN.' T. WOOD STUDS - NOM. b4 N. SPACED 24' O.0 EFFECTIVELY AIESTOPPED. T W 2 EEE L WALLBOARD, CXPSUM. -5/B• 1MCK. 4 R, WIDE, NAMED TO SILOS AND BEAFMO 1/2• TIDE X LAW. GYRSN PROTECTIVE MISN W CELNG S yii7 PLATES WITH 6d CEMENT -COATED NAILS 1 7 /9' LC 0.915' SHANK CIA. k 1/Y Q V c_ Du. HEADS. AI ➢E BOND BC. PRODUCTS -TINE FSW, FSTN -G, OR TYPE 'C' lM 9 ANY MANUKFURER. I DSI f ] AN1S k NMIHEADS - WALLBOARD JOINTS COVERED WITH PAPER TAPE Y JOINT COMPOUND, NAILHEADS COVERED WTI JON' COMPOL D. GVW. PLASTER MORE MAN 1 /8- TMIX MAY BE APPLIED OVER THE WALLBOARD W ADDITION TO TREATMENT. J DIE SPEDPC JOINT A. DAM AND.BANXEiS - (NOT SHOWN) - OPTIONAL CLASS FIBER INSULATION A .OMENS CORNING FIBERGLASS CORP. TO, NARKTAG .BEAN1D IRE M CLASSIFICATION FIRST FLOOR ( �' . I.HWR LdN. RATNG L RRE RATED ELOON /CELNG ASSEMBLY. . 1. AMMNG - 4.8 R. BY 23 -72 a. TWCK INTERIOR PLYWOOD MM EXTE20OR GLUE AND Fad; IO+G EDGS. -INSTALLED PERPNNDNOLAR TO JOISTS: WTH END JOINTS' CENTERED OVER MMANO.STACCEREO. PLTWTpO.SECOREO. TO..MTS'WM.. R.A. OR RE. APF1H)vK $TAYP-. - NO'N V3/4 HOUR Ua. -,S. CONSTRUCIKW.Ad1ESM AND 6d'MCM SHANK' -S. , STAPLESHAVNG EQUAL , 1 NR MW. ALL OR GIEARR�wTHORANE AND LATERAL' RESISTANCE SHRENGFH'MAY BE SUBSF- . . STASES EXECPT NYS TURD FOR THE 64 SHANK MALS 2 MOSS BRDONG.- NOM. 1.3 W. OR 2.10 SOLD BRIDGING ON GARAGES PLASTIC INSULAION SHALL BE PROTECTED 3, WOOD MM - NOM, b10. W. SPACED 24. O.C. MAX. FIRE STOPPED ' W TH 1/2- UK GYPSUM AS A THERMAL BARRIER . 4. RAFTERS - (CLC JOIST) NON. 2.5 W. SPACED 21 O.C. MAX. BRIDGED LATERALLY WITH SOLO BLOLTUWG 7 FT. 0.C. MAX. " S WALBOMD. GYPSUM - 5 /8• THICK A FT. WOE: SWEETS OF WAELBCARD (OR LAIN). . MS IFD TA WITM LONG DIMENSN PENPENOQILAR TO RAFTERS AND FASTENED TO ' EACH RATER WTH 1 7 /8- LONG, 6d CEMENT COATED MALS SPACED T- INC. AS . 181997 AN ALTERNATE NO. 6 BU0.E HEAD DRYWALL SCREWS, 1 7/6' LONG MAY BE 0I M SUSSTITHuB FOR TE ad CEMENT COATED NALS WALLBOARD ANTS MAY BE EITHER EXPOSED OR COVERED — A KN NT SYSTEM. AS AX OPI, MON. 3/32 N. A(ECy THUG( GYPSUM VENEER PLATER MAY BE APPLIED TO ENTIRE SURFACE OF 0.ASSTRED `.ENEEB BASEBOARD. JOINTS REINFORCED. W d' -XJy Coy �C11 . 3/l :- MIN. NYS ONLY "CANAOQN GYPSUM CO. - TYPE C 2 YK T HR MIH. ALL STATES CELOTEX CORP. TYPE FRP. T 3/4 14L MIN. WALL ,((T DOMTAR GYPSUM INC. -TYPE 5. SUPPORTING FLOOR- ! " UNITED STATES GYPSUM CD - TYPE C IP =XZ Q• CEILING ASSEMBLY SIT y0 NYS. ONLY _ FLOOR EOF NEB 1 1W MN. ALL STATES EXECPT NYS NON - COMBUSTIBLE - 1HIRD PARTS APPROVAL STAMP N � Q' 3 W R$ cr ...C6 W Q W u Z WHn zd,d 0H�n H L.L Q g V) W W � V LL W U g Q � d En 9 5 N . N _J Q W Z Op R' W W Z Q a0Z W -C z a F'z. W 0 W W W W O O N m Y QO Z O_ W VT S w -= D U ~ a r mW VI W W p 0 O FLOOR M.,l ME723-: 3/4 AMOUR MIN RATING AC 5406 ARE RATED FLOOR ASSEMBLY BASE LAYER S/9" ,TYPE A' GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO 310 WOOD ASTS 2i 0.C, WTFH 1 T /4• TYPE S DRYWALL SCREWS 2i O.C. FACE 314 HR, MN. WALL 3/4 HR MN. RA SELF - CIOSNG DOOR AND FRAME LAYER 51B' ME 'X' GYPSUM OR VENEER BASE APPLIED AT NIGHT ,ANGLES TO MILL NYS ONLY JOISTS THNU BASE LAYER WIM I T /B' FINE 5 DRYWAL SCREWS 12. O.C. AT SIPPONTNG FLOOR- /-1.3/4' SOLID JOINTS AND WTERMEW.TE ASTS FACE LAYER ANTS OFFSET 2i FROM BASE LAYER AMTS 1 1/2' HYPE G DRYWALL SCREWS PLACED 2- BACK ON EITHER 13:LWG ASSEMBlY / WOOD DOOR OR f DOOR SIDE OF FACE LAYER END JOINTS 12' O.C. 1/2- PLYYMOOD WITW EXTERDH 0.UE NYS. 010.1 1 S. ONLY ALL SELF ALL ALES SOU, xTS. APPIIEO AT MONT ,ANGLES' TD TOP OF JOISTS WFN Bd NA CELNG PROVIDES ONE -HOUR FILE RESISTANCE PROTECRON FOR HOOD FRAMING. STATES EXECPT NYS ]/4 HOUR MN. , B(NI7MIi FASTENING SNAL BE SAME VNYXNNY AS AM W9 3/4 HOUR UN.' 1/2• TIDE X LAW. GYRSN PROTECTIVE MISN W CELNG Y WALLS SWPORTING CEILING, NO SXYUTES N � Q' 3 W R$ cr ...C6 W Q W u Z WHn zd,d 0H�n H L.L Q g V) W W � V LL W U g Q � d En 9 5 N . N _J Q W Z Op R' W W Z Q a0Z W -C z a F'z. W 0 W W W W O O N m Y QO Z O_ W VT S w -= D U ~ a r mW VI W W p 0 O 4 } tTt - t F � S ' yry L WNDOW SCHEDULE GOOF YANtR. CODE BUUGH t1PENING OPEN'" MANUF, TYPE REYARNS Ir AREA ST. FT. UCNT 50. FT. ANT W. FIDE AREA MR RATES . A 0 Ills 2822 30.6 3i .52 ] a' MALTA YALIA OBL. HUNG OBE. HUNG .32 .M .38 7.7 12.5 4,31 &05 236. 44 5188 100.)5 .16 !6 G 0 3221 3228 N ,56 3 a" 30, 5 L MALTA MALTA M. HUNG DBL. HUNG EGRESS EGESS .M 138 150 171 tall 126 S46 6.89 12 &M 15)50 .16 .16 E f 3828 RCrV 31`,64 3 a' V" ill 7 e'. MALTA KST Oil. HUNG MORE EGRESS .38 -.37 15.3 37.2 1031 33.92 5.66 11.28 12 &BB 357.00 .16 .16 G H NCB 191}1 93',57 I - 24 1 4'03 1 I` K9 MALTA BOW CASEMENT SAFETY GLAZED .3l :M 37.1 &1 3192 519 145 516 � 362.00 6&63 !G .02 J 30]0 3224 36'.3., 38,,68 311' PEERLESS MALTA CARDEN WINDOW DBL. HUNG EGRESS .50 .38 10.2 f6t 11.1 127 ./A 5.46 0.00 136.M .16 K L .1935_1 1931 -1 I1 T i uM '/A-- 241 4,401 4' MALTA. YAL1A CASEMENT CASEMENT 6 .]e .38 IT 5.8 194 446 3.94 A.M 4125 5175 02 02 'y. 194}1 1955 -1 7114 ,,4811 N 1 4'd21 14` MALTA MALTA CASEMENT CASE MY 1668 .M .3e &1 &1 549 7.03 146 6.99 6 &63 Vae .02 .O7 0 - -P 2131 -1 IJM -1 _11 1,36 f 4: MALTA MALTA CASEMENT CASEMENT' 32182 1` -.38 .38' 7.1 ).9 1:79 532 4.8 142 59.68 b6.50 .01 .02 O" '.R 2343-1 265'1 .78! Ai48 G 4" 26'11.6011 YMTA MALTA'.. CASEYOR CASEMENT. EGRESS EGRESS '.:. -.M .38 15 11.8 6.67- B.SS- 6.65 - &5 6138...02. "106:86':.02.. . -. 5. -T.. 19.,.}4 1616] 9511,611 89.59'' MALTA MALTA BOW- AS BAY HOLLOW CORE .3II .38 449 365 2 &12 2 6.3' • 13% 34900• .02.'- ' 11 3168 ] 4!- Y lA -� PI C IOE 50. SDEL17E ]B M 2 1. 4 19.7 ./A ' -- 3068 691 4`.81 3/t* TAYLOR ur66 OBL SOELITE .21 .n: 4o ix .032 W14SWr, a:� 49'.82 1' 311Y 21 " 361/1.241/1 WEW' -' YALIA OCTAGON AWNNC INOPERABLE PRONfE PTO -<37 :M: 27 61 116.'. 19 .'� 14 2068 I . MO4AWI • OPTIONAL WMDOW SCHEDULE • A 34210 N/A ANDERSON ODE. HUNG -N A' .31 17A 1 1.7 2671 58.75 .OB MIA N A 'ill 1 A' AUMTTS)N M HUNG 16 31 112.6 1 8.7 482 -10&75 .08 7p ]048 M t ill r/47 ANDERSON DR HUNG EGRESS 954/47,61:44r; 4": 115.2 1 118 5.93 13100 .DEB 'O" 2552- N vrfi$ I 4_ ANDERSON OBL HUNG EGRESS .31 15.5 11.0 IT 117.50 .DEB E 1 3052. M 116',65, 114 ANOERSOI DBL HUNG CROWN'. .Jf 11.3 12.6 6.89 -157.M .DEB F:: IF49f- 97 1/2',67 1 1 ANDERSON PICTURE G 0. .31 3&8 26.4 64. 160.00 .DEB 1 'G "- C4310R 911 7AI 713` ANDERSON BOW WDCY TEMP- US. .32 41.9 314 14.2 6500 601 sl.. -.• ]036 Ja t NR 1 1` ANDERSON DER. HUNG GRESS .31 1 &3 115 593 16&25 .08 FNLRA.USE 34 S ANDERSON GSENT ""N"' .32 6.2 A:3 4.0 95.00 . M 70.: CY1M 26 7 'N1 7 ANDER30N GSEYEMI -32 83 &0 S7 7500 .D1 =P.- CW14 367 '.b l ANDERSON CASEMENT EGRESS .32 9.7 7.2 8.8 90.00 .O 36) '.60 3 AM[RSnN CASEMENT ECRIESS .32 12.1 '92 &7 - 11100 .M e -S, )F_ 96',56 31C ANDERSON JO DAY 28 .31 39.2 26.4 6.4 160.00 .DEB 1..'. 4Yi W) 'il6l i ANDERSON .31 }7! I &4T5 n t .n 1 SUN -1fN JONT .M 73 105 - 0.00 241: 5�9... n 1 46 1 SUN -TEN F4YUY IGITT IABABL .M 7.7. 6.36 .. a0 2.6, 71 : n T '19 1 `- SUM XK. TKG IT awe[ .M 10.9 992 aiN =4W6 131 `N31 9M -lIX IOIT OD1WE .J5 1," 12.25 100 _ DOOR SCHEDULE ODE OPEN SIZE ON OPENING MANUF. TYPE REMARMS V' AREA S0. FT. UGHT SO. FT. ANT WRW RATES 1 3068 6'.81 3 4' TAYLOR M91, CORE EAT. PASSAGE .32 21.6 N/A 19.7 .012 2 2668 3.'.81 3 4` . TAYLOR NSUL CORE .1 P -CE .12 19.3 6 17.5 .032 3 2868 34•.81 3 4' TAYLOR INSU. GORE TIRE HATED 1000 JAMBS .32 19.3 N A 17.5 ..032 3S 2865 331 'Al 314' TAYLOR NSR_- CORE IRE RATIO SREL AM .32 19.0 N/A 17.5 .032 1 106 36`.82 1' MOMANM HOLLOW CORE MIT PASSAGE N A N/A N/A N A N/A 5 2668 32-,62 1' MCHAWI HOLLOW CONE TNT PASSAGE MIA N/A ./A N/A N A' 6 2068 26'02 1 YCHAM HOLLOW CORE M7 PASSAGE N A ./A N A N/A N/A 7 1668 24.82 1/2' MOIAN HOLLOW CORE INT PASSAGE MIA N/A N/A MIA N/A 8 2666 32182 1` MCWAw LOW CORE F B UUD N A N A N/A MIA ./A 9 2060 36•.821 2 " AWf HOLLOW CITE BI -FOSS H A N A "/A MIA MIA 10 1066 19'.62 f/2' ACHAWM HOLLOW CORE IRMCR 90DI TEMP aS N A N A MIA MIA N/A 11 3168 W 5041 Z 4- TA VLOR INS R, CONE 50. SDEL17E '.21. 303 2:0 19.7 ./A 12 3068 691 4`.81 3/t* TAYLOR INSUL CORE OBL SOELITE .21 39.7 4.0 19.3 .032 13 4068 49'.82 1' MOIAWC HOLLOW CORE BY -PASS SLICER MIA N/A N/A ./A .032 14 2068 49•.64 1 MO4AWI • HOLLOW CORE POCMET DOOR MIA N/A N/A MIA -N A' 15 2668 61 '.84 .12" MON . HOLLOW CORE POCNEY OOPI MIA N A N/A MIA 16 6068. 75.81'] 4'' . TAYLOR" SR_ CORE _ DOUBLE ENTRY. .32 42.5. NIA 39.4 .0 7 17 5168 954/47,61:44r; 4": TAYLOR NS L, ME Oft SCE UI[ OBLOOR :21.: 558 '4.0 � 39.4•... 032 - T6 2868 n.3 /4-,FT 1/0- ANDERSON SCO: PS'6 - -:. SAFETr INSTJE:CLS ,29'..41.9 1M IS,55. ' 0 :. 19. 2868 nT 4'Mp,3 �. CROWN'. SGM . -. MWPBIWE'R1P -0.S .A5- IRIS 3186: 118.699- MQI VM 2a 2868 h 1 60 � MALTA G 0. w000.T AU, s E O M 400 1 J 4 1 604- ZS 21 1868 111 'BD METTR SWNG- .PAUD, WDCY TEMP- US. 49 40.0 .219 17.67 : -ID1 USD 22 2858 71ol '.60 W., NATAL SWNG'- MITI,' CLAD TEUV OLS _36 :4410 25.N 12.70' 767 23 FNLRA.USE 24 FUTURE USE 25 IUIURE USE 26 1 IfuTuft USE 27 NTIERE USE 28 1868 IO S "MD 1 MALTA 9' -0' TRENCH MO TEMP as .>6 59.6 3 &a 17.70 .0) STATE APPROVAL STAMP �- �aeL aY>- oZ - �L%^N w q 33 S Z Z q � Z N t� s (� - - NO u. x . CA 1 171997:' • . LLJ u ° . _ p Z Lj ngaya � a U0. O aE� W s ¢ �aa' A • N = 0=p HZ�90 p E$F2 _ NO �� U _y LL N N E $5� yam' Zz N r m C2 p OZO m i U QUQ� 3 l Z aka millo a > E W W n�Sg5I& iW • 3. p OpW' W b. N Ti CO = v Q CA. 'n.ZE�B a q 2 : HNr`1 - wJZ LLzQ'- VU M K _ NOtt. 1. WINDOWS SKAIWIS. AND DECORS OF EOUAL OR BETTER IT VALUE. AND MANUFAMROUD BY OTHER THAN SN016N YAV BE SUBSTITUTED: 2. WINDOW AREA OF HABITABLE SPACE (UNJG• CITING. M(LUONG AITCMN DINING IF NO OTHER DINING 6 SLEEPING SPACE) SHALL BE 62 OF FLOOR AREA FOR NARMAL MONT WITH 4% OPENING FOR VENI.M)N MINWJM_ W NOT ANTED MECHM ALLY TO EIITERVA. BATNIOUMS A, IORET ROANS SHALL NAW'A MRAUM OPEMABLE AREA GE 1 1/2 Sa M. 3 I T7. FOR KITCHENETTES 6 NITOHENS THIRD PARTY APPROVAL STAMP (60 S0. FT: OR MORE) SHALL HAVE At CF FLOOR AREA OPENING FOR YMMON WNTEATICH, 1 DOORS WNDOWS. VENTS & OPENINGS IN EXIERJOR OR INTERIOR TENANT. STNR Q GARAGE SEPARATION . WALLS ALSO S RIGHTS RIDGE ARTS. LU IVE OR OPENINGS PASSING YHRU A FIRE RATED CEI.MG IN A STAR OR GARAGE SHALL BE 3/4 HR. AWN. FRE RATED Y BE SELF QOSLNG OR HAW- A 3/4 HR. CPE-G PROIECOYE. 4. SPACES NEETRIG MM. HABIIABLE SPACE REWREYENTS (BO SO. FT. R r-67. HIC H) SHALL COMPLY.MTH - HAWTAWE SPACE REOARENENTS EC. LIGHT. ANY. A EGRESS _ 5. NW. RAM[ SPREAD CLASSFN:ATNJN O ALL I1MSI MATERIALS SHALL BE CLASS I ANO, RATING OF LESS THAN 200. 6. ROOF COARNGY SHALL BE LISTED AS CTASS'CM BETTER, - �- �aeL aY>- oZ - �L%^N w q Z Z q � Z •. Rl C-1 . - - NO u. x . w J _• . 1 171997:' • . u ° . _ p Z �pw w O � U0. Q u Z� �aa' A • N = 0=p Z Q' mWo _y r C2 p U Z a > W b. N Ti Q _ - n U g Z ' as a Of I a M ?� N