Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
30419-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30994 Date: 06;07/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1615 ANCHOR LA SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 79 Block 4 Lot 6.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 14, 2004 pursuant to which Building Permit No. 30419-Z dated JUNE 22, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5526 DATED 6/18/04 . The certificate is issued to ANCHOR LANE L.L.C. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0158 06/15/0 ELECTRICAL CERTIFICATE NO. 2031001 04/22/05 PLUMBERS CERTIFICATION DATED 05/04/05 BAY BELL PLUMB.&HEATING Au orized Signature Rev. 1/81 _74I(_ 4c--cz� • FormNo.6 �1b- 5.23. 32Sy TORN OF SOUTHOLD BUILDING DEPARTMENT TORN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Depa"tf with the fbl,(oty'ing: ; A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 210 of 1"b lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory,building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy,-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. 40 - S' New Construction: Old or Pre-existing Building: x __ __(check one) Location of Property: 1(v 15- R_ U014%r L–.b ____ House No. Street �� Hamlet Owner or Owners of Property: nl CI}oti Lr�-jj tr L-L t, Suffolk County Tax Nlap No 1000, Section 71 Block �� Lot G- Subdivision_ghr,&oZ L/C.4r % cs7wlxS _Filed Map. Lot: 13d )3A Permit No. 3 o 4 1 91 Z Date of Permit.___ applicant:_ 'LgrS c �– •L_� Health Dept. Approvat: le' 15. D Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate_, —Final Certificate: _>C____ (check one) Fee Submitted: $.ZS.Q� Applicant Signature co � 3o49 `� M��r��n-nL3pLPLr nLpLL3nLrL3pLr nLpLr 1&rE n�n�ns�n�s�s�n���n�n�nrst?n�n�n��n�n��n�n�n�nrs�n�n��n�n�n�n�nt n�n�n�n�nrn o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 115"1 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned byCUSTOM 5 5 AN P.O. BOX 1698 420 OF SUFFOLK INC, EDWARD q 0 EAST 54TH STREET APT.#34G C5 c5 MATTITUCK, NY 11952 NEW YORK, NY 10022 C� Located at 1615 ANCHOR LANE SOUTHOLD, NY 11971 eS Application Number: 2031001 Certificate Number: 2031001 5 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a occupancy, wherein the premises electrical system consisting of c� 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Second Floor, Attached Garage, Outside, f55 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed S � herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Deqq __rtJ��nent of State Cq'de� nforcement and Administration, or other 5 5 authority having jurisdiction, and found to bef ZIMpliance thef�$31t#f8 'the Day of 5 Name OTY Rate EAM Circuit Type 5 5 Alarm and Emergency Equipment 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 7 0 Smoke C� 5 Appliances and Accessories 5 5 Exhaust Fan 4 0 F.H.P. 5 5 Dish Washer l 0 1.2 KW 5 Hydro Massage Tub(Therapeutic 1 0 5 5 Furnace 2 0 Gas C 5 Pump Motor 1 0 1 H.P. 5 5 Air Conditioner 1 0 36.000 BTU 5 5 Air Conditioner 1 0 48.000 BTU 5 Panels 5 5 1 100 4 5 5 Wiring and Devices 5 5 Outlet 69 0 Fixture CLu] 5 Fixture 69 0 Incandescent 5 5 Outlet 91 0 General Purpose Sea/ 5 Receptacle 56 0 General Purpose 5 5 Continued on Next Page 1 of 2 �5+ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 I r3 Prrr3@J'U3-d3 fffllr�r� GnLI�r� r�r�r�rn r� C nC nC n CP rl�cP Cn C C LEC n CnCrL�Ln °o n�n�n�n�L3QrL3 n�nns� 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 jI BUREAU OF ELECTRICITY e5 1 40 FULTON STREET — NEW YORK, NY 10038 CS ej CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 CUSTOM LIGHTING OF SUFFOLK INC. EDWARD SALTZMAN 5 5 P.O. BOX 1698 420 EAST 54TH STREET APT.#34G 5 5 MATTITUCK, NY 11952 NEW YORK, NY 10022 Located at 1615 ANCHOR LANE SOUTHOLD, NY 11971 5 Application Number: 2031001 Certificate Number: 2031001 5 5 Section: Block: Lot: Building Permit: BDC: ns11 r5 Described as a occupancy, wherein the premises electrical system consisting of C�U electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor,Attached Garage,Outside, 5 C�5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed S J herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Deppartment of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be f('*mpliance theAJ44fARS he Day of t5 5 Name OTY Rate Rating Circuit Type 5 Switch 59 0 General Purpose 5 5 Paddle Fan 1 0 5 Receptacle 2 0 20 amp Laundry 5 Disconnect 2 0 60 amp Air Conditioner 5 Receptacle 10 0 GFC/ 5 Service 5 1 Phase 3W Service Rating 200 Amperes 5 L5� Service Disconnect: 1 200 eb 5 Dieters: l 5 5 Defects previously reported,as items of non-compliance,have been corrected. A visual inspection made of the exposed electrical equipment in 5, 5 the premises indicated found no obvious unsatisfactory condition. C� 5 5 5 sea/ 5 5 2 of 2 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 1 c,fr?Pr@rPrlrJ-tffl3J PrJcP cPrl� rJ��P rJcn rJ� rP rJ@PcP o -- SC S-8 - Q NOTES Young & Young =og 400 Ostrander Avenue, Riverhead, New York 11901 gADS N AREA = 21,031 SO. FT. ' Q / 631-727-2303 s �o / U 5UBDIVi510N - AP OF HARBOR -!&HTS ESTATES, 5EGTION Howard F. Young, Land Surveyor �W ' Dr) "M , w� _ ONE" FILED RK IN THE OFFICE OF THE CLEOF SUFFOLK COUNTY Thomas C. Motpert, Professionat Engineer d��$ a 11) , -C 0 / ON JUNE 8, 1965 AS FILE NO 4362 Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect �€S FLOOD IN5URANCE RATE MAP NUMBER 36iO3CO167 G LAST Douglas E. Adams, Professional Engineer I_<; U cF Q Q \ry .0 0C OC DATED MAY 4, Ig98. ° �0 l�0 ul 0 049 n! VNO / � E 0 �v 4 -°�a �w / SANITARY MEASUREMENTS• ==1 c 0 Q w i0 N y Uw0 A B ?a rym Sip., . � s.T. 1 1-7' 23' ��0 S.T. 2 20' 26' _S"? Zo — tY of /3 . , �ry� r.9 Q�p o bq�t /p G.P. 1 25' 43' SF , S/O W ` . / ry tote P yQ,6 Is/off G.P. 2 40' Sl,' dF 4 s (> `3rp,0 S64 o Sector �/ ^.y 2 �NcFs, o�'tc\. 1S pS/p p'9flts t e o O pr F e" SURVEYOR'S CERTIFICATION ;ma� 0'i4 6' • WE HEREBY CERTIFY TO ANCHOR LANE LLC & 0 FIDELITY NATIONAL TITLE INSURANCE COMPANY THAT THIS SURVEY WAS PREPARED �t�d iJ ACCORDANCE WITH THE CODE OF PRACTICE ; Qr. C O ? oak SURVEYS ADOPTED BY THE NEW YORK 57 I �e c %�©Lw�r 4 u 06 PROFESSIONAL LAND SURVEYORS P� W. 0 S�C U' O �r O0' \ 3 * o ' aevl 'Sr : a ry 0 W' ! D a 50 0 ' oSig � > � 4, HOWARD W. YOUNG, NY5 L.5 NO. 458443 LAND \ry\Or 0r SURVEY FOR ae '�..36°s a ,ro . 3' w �v� �0 ,> o Al LAN� LLC o a 0 N64a n ' � JOa���0 �` l LOT 13 4 13A, "HARBOR LI&HT5 ESTATES, SECTION ONE" ,yam QQ Q Q� Suffolk County, New York ogz 7n 0 to At Ba view Town of Southold �, �• o v e -�I°., ((�� �/ County Tax Map District 1000 Section 7q Block 04 Lot 6 da / FINAL SURVEY V ii AMENDED SANITARY MEASUREMENTS JUNE Q, 2005eg FINAL SURVEY MAY 10, 2005 a ' AMENDED PROP. 5ANIT. 5Y5JADDED SANIT. NOTE JAN. 4, 2005 0 OCT. 4, 2004 �\ \ FOUNDATION LOCATION AUi 5, 2004 9JI T ADDED DRAINAGE CALCULATIONS S CONTOURS MAR. 12, 2004 EY�d MAP PREPARED FEB. 12, 2004d� % li�`s: SCALE: 1"=50' $Pill. u p=row 7 sc- ■ = MowA->F*T 10 Q= sr,.,,E sET A=srr,icr rouTro O= vire FONvo c= crri Y rso , s000 ovt� s = soov CE = cense Errrw E ao =rs o 114 JOB NO. 2004-0056 F5 s oaf DWS. 2004_0056_fs =: W s' �o�suFFoct�o�� 0 Town({all, 53095 Alain Road Fax(631)765-9502 P.O. Box 1179 y�Jo! �aO� Telephone (631)765-1502 Southold, New York 11971-0969 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 5 - 14 . OS Building Permit No. 3 d T 1 Owner: PrNc+F�_Z_ C,4f, %E L .L .C_ (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1°,0' lead. (Plumbers Signature) Sworn to before me this day of , 200+_ Notary Public.—� L` +-,-_- County QUAW in&"co QolnelMW FyIrae Jan 91,�U O C, '1 l7 WILLIAM J. REESE ARCHITECT 41 MEETING HOUSE LANE SOUTHAMPTON,NY 11968 e-mail-WJR.architectCahamptons.com WJREESE.NET 631 283 3833 TEL 631 283 8881 FAX 23 July 2004 Building Inspector Town of Southold P.O. Box 1179 Southold, NY 11971-0959 Re: Anchor Lane LLC Suffolk County Tax Map No. 1000-70-04-6.1 To Whom It May Concern: I have inspected the foundation at the above referenced property and have found it to meet all local, state and federal codes. Please do not hesitate to contact me with any questions or concerns. Si erel , i liam J. Rees and 21 2� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30419 Z Date JUNE 22 , 2004 Permission is hereby granted to: RICHARD & WF HILTZ 1 OCEAN AVENUE EAST PATCHOGUE,NY 11772 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA AND TRUSTEE APPROVALS AS APPLIED FOR at premises located at 1615 ANCHOR LA SOUTHOLD County Tax Map No. 473889 Section 079 Block 0004 Lot No. 006 . 001 pursuant to application dated JUNE 14 , 2004 and approved by the Building Inspector to expire on DECEMBER 22 00 Fee $ 813 . 30 ri d Signatu ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD PROPERTY RECORD CARD p/ 7 /000- 79- 1 _ _ OWNER STREET VILLAGE DIST. SUB. LOT r� (a `�j FORMER OWNER N E ACR. 83 ✓�; , .rl—^�0�� S W TYPE OF BUILDING RES. Zj0 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS dca%jL T s • •'W e Cam �i e d . ZC Rf -F S/QL e_'j - -Iry eYv clns . geNTS�/�+ �.OmleL Lr/„va'w.sdGo' C Geo a o 7 / fx ' �w ! - = L i�9 sAL ,, r'��u _ ?_ L' S0C 3 n — x [ pr•-, ✓ ��7/J% ✓w �we/T/, r fC' 6/aha. AGE BUILDING CONDITION ' NEW NORMAL BELOW ABOVE FARM Acre Value Per Value �— p + I Acre o'7vlb1,Ve, ./ w,7� 4 41 e�'LrN IJ AQePL Tillable—7-- FRONTAGE ON WATER - Woodland FRONTAGE ON ROAD Meadowland DEPTH a House Plot I BULKHEAD Toter �- ,� v DOCK i COLOR /✓AT TRIM ilk I • ^� —T — I 41 In x -- v a a e I M. Bl . 1Q71 i I Extension ) .Y, •, � � �`7� ��yG 3z_+ 3 � , T Extension a _.2 _ I ' xHtd�r� & _I Extension I — Foundation f Bath / Dinette I Porch Basement TN Floors 6pK K. / Porch / Ext. Walls i Interior Finish • LR. / S rx Breezeway (Fire Place /4,7/eHeat "pq r DR. �r is = Garage v , _ z 3 z �'i 41,/!Type Roof Rooms 1st Floor BR. ' Patio �Oo �© 'Recreation Room Rooms 2nd Floor FIN. B o. B. I Dormer Driveway -e�P- 48m- mmd�, .F NER ���� STREET VILLAGE DIST. SUB. LOT r /7/� Ff 4� ✓04lk0�i� S �P4C FORMER OWNER N AGR. /�ePS E �HA�P6ee� !p`.rZr 2 3 , /i?YdS Way 47: 9 c ,(7�p S _ W / TYPE OF BUILDING SC �14J eR. RA rt RES. SEAS. VL. FARM COMM. CB.sMICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS �- SL /a /D a I ie /13 zc,.Iac - a c _ ss 4 iX P. 03 Simi. i w 7a ,4,J4 43a Cd c Y -/e WryM941QLd C'oR Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total COLOR TRIM - Extension — Extension Extension — Foundation Both Dinette Porch Basement Floors K. Porch Ext. Walls Interior Finish LR. Breezeway Fire Place Heat DR. Garage Type Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B O• B. Dormer _ Driveway Total v s Board Of Southold Town Trustees °+ _x SOUTHOLD, NEW YORK PERMIT NO. 679y 5... DATE:March 24, 2004 x. ANCHOR LANE, LLC -r ISSUED TO ......................................................................... .. ................................................ � ,�uti�nri�tt#tun C X Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the ' State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS " IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.'. and in accordance with the r Resolution of The Board adopted at a meeting held on .ti 4rch..24., 2004 and in consideration of the sum of ;..2.0.0.,_00. .. paid 6y AnchorLane, LLC �. ....... . .......................... ................ ... ...... .. ... . .... ._.. .. ................................................. of ......Southold.......... N. Y. and subject to the ' Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: s' _ Wetland Permit to construct a first Floor wood framed addition comprising 407 sf.,42 sf.Bilco A' door, 360 sf.one-story attached garage,and 296 sf.patio with trellis.Proposed wood framed second-Floor comprising 1719 sf.and drywells to contain the roof run-off,and all as depicted on the site plan prepared by William J.Reese,Architect dated March 26,2004. all in accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- 6y causes its Corporate Seal to 6e affixed, and these presents to 6e su6scri6ed 6y a majority of the said Board as of this date. b< Y �S�FFco in . Artie Foster (ahgnt) �� Tnrstees TERMS and CONDITIONS The permit _. Anchor Lane, LLC residing at 1615 Anchor Lane, Southold N. Y a Y euc of the consideration for the iatlance of the Permit does understand and prescribe to the fol- : 1. Thu the said Hoard of Trustees and the Town of Southold ate released from any and all damages, or dolma for damages, of snits arising directly or indirectly as a result of any oper. atlon performed-pursuant to this petmiy and the add Permittee will, at his or her own ewe, defend any and all such salts-foidated by third pattk, and the said Pemdtoee assumes fall liability with respect thereto. to the complete emduslon of the Hoard of Trustees of the Town of Southold 2. That this Permit is valid for is period of Z4 mos, which is WoAdered to be the estimated time required to complete the work involved, but should tkamtsnaces warrant, request for an extension may be made to the Board at a later dace. 3. That this Permit should be retained imdefmWy, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that auth- odzgdon was originally obtained. 4. That the wodc involved will be subject to the inspection mad approval of the Hoard or Its agents, and non-compliance with the provisions of the originating application, may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the wodc herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work berela mdwdzed, or If, in the opinion of Bre Bond of Trustees, the. wodc shall cause-unreasonable obstnunou to free navigation, the said Permittee will be requfmd, opon due oodcte to remove or alter this wodc or project herein stated Without expense; to the Town of Southold a. That the told Board will be notified by the Permittee of the completion of the work awh- orhxd. 9. That the Permittee win obtain all other Permits and convents that may be required cup elemental to this permit which may be subject to revoke upon fail= to obtain tame WILLIAM J. REESE ARCHITECT 41 MEETING HOUSE LANE SOUTHAMPTON,NY 11968 e-mail-WJR.architectrllamptons.com _WJREESE.NET �1�1 631 283 3833 TEL L 9 20 631 283 8881 FAX 17 November 2004 Building Inspector Town of Southold P.O. Box 1179 Southold, NY 11971-0959 Re: Anchor Lane LLC Suffolk County Tax Map No. 1000-70-04-6.1 SecT14- -C�- 0- 3e `{ 6q To Whom It May Concern: I have inspected the framing at the above referenced property and have found it to be as specified and to meet all local, state and federal codes. I have also inspected the plumbing, and have found it to be satisfactory with the waste lines having 25 lbs. of head pressure, and the supply lines having 50 lbs. of pressure as specified. Please do not hesitate to contact me with any questions or concerns. Sin E yL 'lliam J. Rees \\PMP J. Re�Fec� W m ° L� o s Lease-� r- lgTF OF NE11'1 yOP �gUFFO(,�c Albert J. Krupski, President ��. O Town Hall James King, Vice-President = O'y� 53095 Route 25 Artie FosterH P.O.Box 1179 Ken Poliwoda � • Z Southold, New York 11971-0959 Peggy A. Dickerson y�0 �Q� Telephone(631) 765-1592 Fax(631) 765-1366 `' BOARD OF TOWN TRUSTEES t 1 MAY _ 4 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE It 0037C Date May 3, 2005 THIS CERTIFIES that the additions to dwelling, garage, patio & trellis At 1615 Anchor Lane, Southold Suffolk County Tax Map # 79-4-6. 1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/5/04 pursuant to which Trustees Permit# 5885 Dated 3/24/04 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the additions to the dwelling, new garage, patio & trellis The certificate is issued to ANCHOR LANE, LLC owner of the aforesaid property. Authorized Signature %pFFO[,f APPEALS BOARD MEMBERS Southold Town Hall Ruth D. Oliva, Chairwoman =p 53095 Main Road Gerard P. Goehringer : P.O. Box 1179 Lydia A. Tortora • Southold, NY 11971-0959 Vincent Orlando Tel. (631) 765-1509 p James Dinizio,Jr. l �� Fax(631) 765-9064 �J http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 3, 2004 ZBA#5526 —ANCHOR LANE LLC Property Location: 1615 Anchor Lane, Southold; CTM#79-4-6.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 21,031 sq. ft. parcel has 100 ft. frontage along Anchor Lane, Harbor Lights Estates, Section One, in Southold. The property is improved with a one-story dwelling situated at 75+-feet from the wood bulkhead adjacent to the dredged canal. BASIS OF APPLICATION: Building Department's April 8, 2004, Notice of Disapproval, citing Code Section 100-239.46 in its denial of a building permit application concerning reconstruction of the existing dwelling, with enlargement. The reasons stated in the Notice of Disapproval is that a minimum 75 ft. setback is required, and the distance is shown at 61.61 feet to the closest (adjacent lot) bulkhead. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 20, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct reconstruct the existing dwelling at a location 61.6 feet from the (closest) neighbor's bulkhead, and 69.75 feet from the applicant's wood bulkhead adjacent to the high water mark of the dredged canal. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The addition will be placed at the rear of the applicant's home approximately 69.75 feet from the wood bulkhead, adjacent to a tidal water/dredged canal, instead of the code required 75 ft. setback minimum. After careful review, the Board finds that the location is almost unnoticeable and without change in the character of the neighborhood. The high-water of the canal is approximately 75 feet from the closest comer of the proposed reconstruction with two-story addition. rr'age 2 s June 3.2004 ZBA No.5526—Anchor Lane LLC CTM 1000-79-4-6.1 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The home has existed in its present location for more than 20 years. The lot is substandard in size with an area of 21,031 sq. ft. The immediate neighbor's bulkhead was installed closer than the 75 ft. setback requirement of the code. 3. The variance granted herein is not substantial, resulting in a 69.75 ft. setback, for a reduction of 5.25 feet from the code required 75 ft. setback. 4. The difficulty was self-created since the home has existed for at least 20 years, and is nonconforming in its present setback from the bulkhead. 5. No evidence has been submitted to suggest that reconstruction in this location will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, after reconstruction, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on the survey prepared February 12, 2004, amended March 12, 2004, by Young & Young, L.S. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Tortora, and Dinizio. This Resolution was duly adopted (5-0 . Ruth D. Oliva, Chairwoman 6/18/04 Approved for Filing FIELD INSPECTION REPORT DATE COMMENTS c 1-110 a.� ( Ct�k, .f�� �N y tt �� ' FOUNDATION(1ST) S> ----------------------------------- FOUNDATION(2ND) � ��k - �CA ((�� YA-Vv`oV`L r'o A,Jc siciz, p SL Q R"',AL la ro ti1 -�uua(�e.� Y y I O u c ArtA F2 — ft CA ROUGH FRAMING& PLUMBING C� 1 INSULATION PER N.Y. STATE ENERGY CODE C� ` � S� ''fl S • u • FINAL Q �/ C ta.02 fl L ADDITIONAL COMMENTS Z) N 2-1 C� O d- , e m X a v r d O 30 � 7, 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / D DATE ��( ' s INSPECTOR Z_ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [FINAL /Ct [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / / _ 0s INSPECTOR v - ' 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ INAL [ ] FIREPLACES & -CHIMNEY [ ] FIRE SAFETY INSPECTION RARKS E L V "tr l 11-22 DATE �� INSPECTOR 3c ` 7— 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �'a' 0,( ' DATE �� ��� INSPECTOR'S 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE��& CHIMNEY [ ] FIRE SAFETY INSPECTION RE70LRKS: a<: Jo, s i ►4n,� �� / A rtt tk sly eo SFS i4C2aSS A-r( Jn,� S A � �' DATE io ( INSPECTOR CjAt'�j 765-1802 BUILDING DEPT. INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION df 7RKS: �Vy�p� 20�iti3�= Ln T 2o1M 4 ` S• o'F D w t,l l„meq A N� S _T�vl. IOGh'E'ta.J DATE �✓ o INSPECTO � ��"� TOWN OF SOUTHOLD B_V� PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENMnA Do you have or need the following,before a lvingI TOWN HALL _ 7 M Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans _— TEL: (631) 765-1802 Planning Board approval_ FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. ! `� 4Check Septic Form N.Y.S.D.E.C. _ Trustees_ — _ 20 Contact: Examined___o ZZ � { 6, Approved20 Nlai toPYr Disapproved a APPROV -- Phone: S 2z Expiration � t ng sp 4N� APPLICATION FOR BUILDING PERMIT -J P Date April 2 2004 t INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall'be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issuhs a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter• a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on prem ses and in building for necessary inspections. (Signature applicant or name,if a corporation) 41 M ting House Lane on, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises Anchor Lane, LLC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Ir1sc Anchor r•ana,--_sitfhold , NY 11971 House Number Street Hamlet County Tax Map No. 1000 Section 79 Block 04 Lot �6 . 1 Subdivision_ ma f u hor Lights eised Map No._ � Lot 1� (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy tingle Family Ras+ dense b. Intended use and occupancy same 3. Nature of work(check which applicable): New Building Addition x Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $ 500,000 . 00 Fee A To be aid on filing this application) 5. If dwelling, number of dwelling units 4 Numberr #%' floor -oria first floor If garage, number of cars ane ' ��++vvlttlf three second floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front*/- 52 ' Rear ,k/- 52 ' Depth+/- 44 ' 6" Height 0 Number of Stories nn, h, Dimensions of same structure with alterations or additions: Front 65 ' +/- Rear 65 ' +/- Depth 4a ' 311 Height a2 , Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 100 , Rear 100 , Depth 200 ' 10. Date of Purchase 03/24/04 Name of Former OwnerRiehardiiiltz 11. Zone or use district in which premises are situated 100-244 non conforming lots 20 000' hn 1-9 , C) 9 s . f. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES NO x Will excess fill be removed from premises? YES NO x 420 East 54th St. Apt. 34G 14. Names of Ownerofpremises Anchor Lane )kh9.esVY MY 10022 Phone No. 212-593-1099 NameofArchitect wi iiam .1 Deese Address Meeting Housph&*No 983_1u12 Name of Contractor Phil Hancock Address ou amp on, Phone No. 516-523-3254 0 ox R>_verhe d, yy� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wet�and?�YES x NO approbal att. * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES x NO approval att. * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Suffo14 William T R pp4p being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Architect (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ;lyta day of ( 20 Notary lic gnature of Applicant LARAA.GLOSE Notary Public,State of New York No.O1GL5087298 Qualified in Suffolk County, Commission Expires November l Ij / NOTES Young & Yourtg `s3 400 Ostrander Avenue, Riverhead, New York 11.901 sx1d AREA = 21,031 50. FT. r Q 631-727-2303 ;,s SUBDIVISION - 'MAP OF HARBOR LIGHTS ESTATES, SECTION Howard W. Young, Land Surveyor }a;B .yNo ONE" FILED IN THE OFFICE OF THE CLERY-, OT SUFFOLY, COUNTY Thomas C. Wolpert, professional Engineer a•E< -V) Robert C. Tast, Architect , 0 ON JUNE 8, 1965 AS FILE NO. 4362. Q C' U/ Ronald E. Pfuhl, Landscape Architect pwS C 0 , • VERTICAL DATUM = NOV. DATUM (MSL IQ29) Douglas E. Adan , Professional Engineer -� y0 �0 FLOOD INSURANCE RATE MAP NUMBER 361036016 G LAST O 0 0 V DATED MAY 4, I99b / oa 4 ��a x�t°°� / HEALTH DEPARTMENT USE Y �£ 1 u /If 0 Oen f ry S Q� ° ? , --' 0 Py ;-'' �w I IIOIIAP1110�IAR,p/AOf��NIQf10Nl�A a'. ry 4 Sp 0 'yaH64°gsrsy s<b��C"o t /O W1os, rn S/o 114457 OLp1L1► h e ea�Hg�o Op, ` weiii on 9ht 2p ps%p �� pie Iwo VUMP"011188060FIN"OVAL C - rr 0 SURVEYS OR' GERTIFIGAT E� g o °�O�o fV % I 0 �<< • H --0 �0(0 �Q �y p � '6a.� � 0 F O FI ELITYB NATIONAL TITLE INSL O CERTIFY' TO ANCHOR 6, 0, (4 y `mac ry X' 0 sir <'E sri CC]M PA NY THAT THIS SURVEY WAS P Q r 0 ion• /69 �o,, r ACCORDANCE WITH THE CODE OF PRA 3$u ^° .4° o moo`• a o Tn IE ' . C�.H p,R}5 --E r r M < `l qpm N r SURVE"S ADO 'J 5" 1-_ NCW YORK 6 �y Q; �� 64 5rs�M To PROFE551ONA_ LAND 5URVE"ORS . I 9'N e e. • i� „Rp._•5't9T 4j�'��. :. -- w�• ta al s�9p -� r0 6 HOWARD W "OUNG, \YS. _S \O. 45893 B °g b 6 • " �0 ,0 0 °a xti ai SURVEY FOR ANCHOR LANE LLO LOT 13 S 13A, "HARBOR LIGHTS E5TATE5, 5EGTI0 ONE" a v -WK' aha S N ; At Bayview, Town of Southold �O� b Suffolk County, New York / 00urty Tax Map Dlso-°i 1000 S.dmr 7G DI°ak OG L°t 6 ,g ro \ Vis, BUILDIN6 PERMIT SURVEY I dgg R��pO I \ �\oo ^� AMENDED PROP. SANIT. SYS./ADDED 5ANIT. NOTE JAN..4, 2005 0 OCT. 4, 2004 \- FOUNDATION LOCATION AUG. 5, 2004 5-�5 << ADDED DRAINAGE CALCULATIONS b CONTOURS MAR. 12, 2004 ��sp \ _ MAP PREPAREDFEB. 12, 2004 W6 _ d� I ' � oi•a< SCALE: "=50' p ■ = nann ff'rr Fame A= STAK ser = 5TAw Fd 0= FjP Fo c . cnirrtffr rso • r+ooF ovErs s =57oar CE - C, ea*nnre.F w , RaaF o IN JOB NO. 2004-0056 $P 3ob� DIN6. 2004 0056-bp-r2 =4� mAAPPRfjjjAl Young & Young naso N Q ROOF DRAINAGE CALCULATIONS 400 Ostrander Avenue, Riverhead, New York 11901 = 631-727-2303z$o Q. ROOF AREA 3005 50. FT. Howard W. Young, Land SurveyThom." / VQ +.,aThom." C. Wolpert, Professional Engineer dtle8 C , mob , Robert C. Tast, Architect K- 1 0 r 0 / V = ARG Ronald E. Pfuhl, Landscape Architect ;E$ C Qr �0) Douglas E. Adams, Professional Engineer �y3 / C � � C �/ , V= 3,005 SO. FT. x 2/12' x 100% = 500.8 GF REO. c Q \ty .0 Oc Oc , O W i , ► E 0 p Q�� ,y U) .() w USE (2) 8' DIA. x 6' DEEP POOLS = 506 4 G F. PRO,/. NOTES " I 1 ", a, ���GCC r 0 , C / a ZOw AREA = 21,031 50. FT. o 0 I U) 0 N• r 5UBD1VI51ON - "MAP OF HARBOR LIGHTS ESTATES. .•z�C OC N ` (2 +� / ' SECTION ONE" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 8, 1965 A5 FILE NO. 43E2. S?fig Cr ^ m , 0 T n1 $� 0 / .' 10 VERTICAL DATUM = N.G`J DATUM (M S.L. 1929' ; S m /O" �IV, WA D ni / FLOOINSURANCE RATE MAP NUR MBE ?E'�03G0'6' G RH ` %RmeA"qmac yf FRsIA6o0 S LAST DATED MAY 4, 998. 40 YN0ry Iqbpt / ( NFSpoqo gteN ea:paFa /yqr,s/on R M R y ` ��'Y4o S -OO' "�'�, ,� 'b / '/',• o SecO, </ SURVEYOR'S CERTIFICATION To�s =oN -��o$, on o9hts ., au EAC 'o O O: ry • WE HEREBY CERTIFY TG ANCHOR LANE LLC 8, �Q v 9 FIDELITY NATIONAL TITLE INSURANCE " .oNE� - __ rtr` ,H"'ems 'H COMPANY THAT THI5 SURVEY WAS PREPARED IN O0;_ �4yy~ ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND €+ � 0 ryd" 0' Ot SURVEYS ADOPTED BY THE NEW YORK STATE ASSOGIATION OF All PROFESSIONAL LAND SURVEYORS o PsT P n� 0 y So ry in 17/4 Cr Cr d11 • ..at o° 63ropr tiny , i ,I fib' P qpm ,' i HOWARD W YOUNG N Y 5 L5 NO 45893 .o c c �LANO �� \ w w 0 .0 asoma Sl i0 u a a 1 m SURVEY FOR o �Qn°Q� ANCHOR LANE LLC \ ese� gyp , cR o $/o �� rV% LOT 13 4 13A, "HARBOR LIGHTS ESTATES, SECTION ONE" j �ry Q� At Bayview, Town of Southold C�O 4 Suffolk County, New York g u 60� County Tox Mop cls rent 1000 Section lq BIoc4 04 sol E 1 Fx H64, ,I _ BUILDING PERMIT %RVEY 4 00o a €, \� ADDED DRAINAGE GALGULATION5 d CONTOURS MAR. 12, 2004 band �\ i MAP PREPAREDFEB. 12, 2004 SCALE: I"=50' Sea" 0=rror. T s T ■ = now NT Fo A=Imre s T : SrA�Fo V 0,PIS Fw 12 c .c"mmer , aooF o R s= Stoop CE = cELv 1514 �1r.e w : RooF o IN JOB NO. 2004-0056 DWG. 2004_0056_bp `•n„ I I Young & Young 7- 400 400 Ostrander Avenue, Riverhead, New York 11901 5 N 631-727-2303 ! -; Fm' 1W Howard W. Young, Land Sumeyor a U / Thomas C. Wolpert, Professional Engineer .e s / ,4a1, Robert C. Tast, Architect ® / RortaId E. Pfuhl, Landscape Architect „yah / /, 0i kOQC.Q� / Douglas E. Adams, Professional Engineer ? � c W- -E '.o W) \0C VV/ w3�f�w// NOTES .. 1 U��Q Q ��U�Q�V AREA = 21,031 SO. FT. / / 0'; k �u /V •� O 6) / ` SUBDIVISION - "MAP OF HAR50R _'.GH`_ E�-:TA`E' r-'-ER!, - _`. ,^cn t ,Q nl O Q -h`•/0 ONE" FILED IN THE OFFICE OF THE ER!, OF SUFFOL! y_ - / k Q ry 0',�Q ��' .� �� ON JUNE 8, 1965 AS FILE NO. 4362 �Zry �n / .' sya S%p, /�� FLOOD INSURANCE RATE MAP NUMBER SES .LO E' 3 0 ��:_- W�a� O G DATED MAY 4, 1998 4 ry of 3 / 0 Fy ryBp S. /7 /0� IDS, nsc v ; a .F ry R` r^9�ro` pp' g o �ct ' L;9h SURVEYOR'S CERTIFICATION S' h tS45 .o�AE Sp /p"�. 0%t, \� • WE HEREBY CERTIFY TO ANCHOR LANE LLC & �,J�, Z.. e� ,,.�'b� V FIDELITY NATIONAL TITLE INSURANCE z�'E 0•� rAtw�° \\� COMPANY THAT THIS SURVEY WAS PREPARED IN .4d1, 0A m/ ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND d'b r0 ry� �,t}'y, �0' of /3 SURVEYS ADOPTED 5" THE NEW YORK STATE A5SOUATION OF \� Or ` 0 \� `��� PROFESSIONAL LAND SURVEYORS k .y y o v o .0 �' 0 w o k0u« 0 Q't� W. / a U ° \ \ y deo F� B as, ^,. ry� f, i e-14 a of gig oil T, 0 HOWARD W. YOUNG, NYS. LS NO 45H9_ �,� O G3 i c '�j, q D c 0 + �ry 0 pk c �bLA4A qiw n -0 '0 o;' a 0 34 `4 -4 Z0r � v SURVEY FOR o o64° y °Q0 At ANCHOR LANE LLC = , oS °`� °� ' LOT 15 4 15A, "HARBOR LIGHTS ESTATES, SECTION ONE" =° � � �1y' /� At Bayview, Town of Southold ¢ rYC� 4 Suffolk County, New York R � c�� County Tax Map osami 1000 s•�n°� "iG em�w 04 i�f FOUNDATION LOCATION 5MV'EY b==' '°a 405' 3` 8 FOUNDATION LOCATION AUG. 5, 2004 S'a 5 ADDED DRAINAGE CALCULATIONS S CONTOURS MAR. 12, 2004 6gb } MAP PREPARED FEB. 12, 2004 ¢abs vF SCALE: I"=50'J0J 0•MDN1N[3t(SET 0 •MOWl r r0. A•STAKE SET A•$TAKE P O•RPE F C•CHJ1 Ito• RLV'P OVER 5"5TOOP CE-CELP.R ENTRANCE RD•ROOF DRAIN VIN �L NO. 2004-0056 - DWG. 2004_0056_Poundation_loc 's s� Permit Number MECcheck Compliance Report checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Rel.-..: Ic Data filename:C:1Program FileslChecklMECchecklAnchors aweigh.cck TITLE: Waterside Cc-idominium COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Multifamily HEATING TYPE:Non-Electric DATE:04/22/04 DATE OF PLANS:4-29-04 COMPANY INFORMATION: William J.Reese, Architect 41 Meetinghouse Lane Southampton, NY COMPLIANCE: Invalid Area(s) Gross Glazing Area or Cavity Cont or Door Perim R-Value R-Value U Factor UA Ceiling 1:Flat Cciling or Scissor Truss 5836 38.0 0.0 175 Wall 1: Wood Frame, 16"o.c. 4723 19.0 0.0 202 Window 1: Vinyl Frame,Doubl N0 -E 1353 0.340 460 Floor 1:All-Wood JoisVr Secosd[a Space 0 21.0 0.0 0 When a Registered and signed this page,they are attesting that to the best of his/her knowledge,heli eioted jud nt, h plans or specifications am in compliance with this Code. ' a, O Builder/Designer ` Date LI = X62 g.1 �t- `? q0 OF NF.W MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE:04/22/04 TITLE: Waterside Condominium Bldg. Dept. I Use I I Ceilinsc ( ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: I Above-Grade Walls: ( ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Vinyl Frame,Double Fane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: N Panes_Frame Type Thermal Break?[ j Yes[ 1 No ment Coms: I Floors: [ ] I I. Floor 1: All-WoodJoist/Truss,Over Unconditioned Space,R-21.0 cavity insulation I Comments: I Air Leakage: [ 1 I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ 1 I Rimed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder. [ ] I Required on the warm-in=winter side of all non-vented framed ceilings, walls,and doors. I Materials Identification: [ 1 I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ 1 I materials and equipinfrit must be identified so that compliance can be determined. [ 1 I Mmuhwntrer nunua14 for all installed heating and cooling equipment and service water healing equipment must be provided. ( ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ 1 I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ 1 I Supply ducts in unconditio—.,i spaces must be insulated to R-8. [ 1 I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets, mastics (adbesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturers instructions. [ 1 I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ 1 I Air filters are required in the return air system. [ j I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostafcapable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: ( ) I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code ofNew York State, the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating. [ 1 I Water hers with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I Ali heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is firm non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ J I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Tbicloress for Circulating Hot Water Pipes insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulatine Mains and Runouts Temperature(F) Up to 1 Un to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thkk=ss for HVAC Pipes. Fluid Temp. Insulation Tbiclmess in Inches by PiggSizes Piping System Types Range(F1 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systema Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Depart-lent Use Only) SPECIFICATIONS FOR ANCHORS AWEIGH 1615 Anchor Lane Southold, NY 11971 01 April 2004 ' �EFED ARCry/r sr 76288� ,6 Hr` OF NEW yOR WILLIAM J. REESE ARCHITECT 41 MEETING HOUSE LANE SOUTHAMPTON, N.Y. 11968 631-283-3833 SPECIFICATIONS DIVISION ONE GENERAL NOTES A. This is an outline form of specifications, wherever possible lists of materials and/or manufacturers will be used. The plural will always be used even though one of the specified items may be required. Do not scale drawings. If a dimension is missing, the architect shall be asked via phone or in writing to supply the missing dimension. B. All work shall comply with applicable National, State, and Local Codes and Ordinances. All omissions or conflicts between the various elements of the drawings or between the drawings and the various Local and State Codes and requirements, shall be brought to the attention of the architect before proceeding with the work in question. C. The contractors shall call to the attention of the architect and general contractor any discrepancies or errors in the drawings or specifications which might have a bearing on the work and shall be responsible for damages resulting from neglecting to do so. D. All workmanship shall be consistent with accepted practice and performed by mechanics knowledgeable in their trade. All materials and products shall be new and free of defects and shall be properly stored and protected after delivery to the site. E. The general conditions of the contract, A.I.A. Document No. A-107 shall govern the execution of all work included in this contract. Insurance amounts to be carried by contractor shall be settled with owner before signing contract. F. Unless expressly stipulated otherwise in the contract documents, the purpose of the plans and specifications is to provide guidelines for a finished product. Any work that is to be excluded from the contract shall be noted herein and/or on drawings as "N.I.C." (not in contract). All other incidental work necessary to provide a finished product whether or not specifically shown on plans or mentioned in specifications shall be included as part of the contract. G. The contractor shall guarantee his work and the work of his subcontractors to be free of defective materials and workmanship for a period of one year from the date of substantial completion, such date to be determined by the architect. All materials and equipment normally carrying a longer guarantee or warranty than one year shall have these guarantees or warranties extended to the owner. All manufacturers directions, diagrams, etc. supplied with the materials or equipment shall be kept intact by the contractor and supplied to the owner at the completion of the job. All materials and equipment which have printed manufacturer's specifications shall be installed in accordance with those specifications. H. All miscellaneous work to insure a complete job shall be done. If no details are shown, good practice and consistency with other details shall be followed. The contractor is responsible for all work included in the plans and specifications and shall point out to his individual subcontractors all work to be included by the particular subcontractor whether included in that trade's section of the specifications or not. I. Allowances given in the specifications are budget amounts to be included in the contract price for certain indefinite areas or items at the time of pricing. Each of these items must have definite prices determined before they are incorporated into the job. They are stated as including labor and materials(L&M) or material only(M). If the allowance is for material only, the contractor should include the labor necessary for installation in the contract price. When arriving at the actual cost of allowance items, it is expected that a credit will be included for any savings that might occur by the allowance item being incorporated. The same applies to any "alternates" in the specifications. J. The scope of the work shall consist of an addition to the residence as shown on the working drawings, the specifications and supplementary drawings supplied during construction. K. Substitutions for materials and methods shown or specified shall be made on approval by the architect. The architect shall be told the cost difference involved on any substitution before said substitution is implemented. This may be done verbally, with the information in writing sent to the architect within a week of such verbal commitment. If substitutions are made without following this procedure the contractor must bear any additional cost due to the substitution or pay the owner any credit due to the substitution. L. Where alternates are indicated on plans, in specifications, or in schedules, contractor shall submit price difference for alternates requested. M. Building permit and all other permits and approvals as required by law shall be obtained by contractor. At the completion of the job, the contractor shall obtain the Certificate of Occupancy. N. The contractor shall provide the architect with a complete fist of subcontractors including addresses and telephone numbers. O. The contractor will be furnished free of charge, 3 sets of drawings and specifications. Additional sets will be furnished at the cost of reproduction. At the completion of the job all sets of drawings and specifications shall be returned to the architect. The contractor shall reimburse the architect for the cost of printing any sets not returned. P. The bid price for this project must include, but not be limited to the following items: Clearing Finish Grading Interior Work Fencing Rubbish Removal Exterior Work 22 April 04 s Q. Contractor shall provide the architect with a construction schedule in outline form, indicating each phase, expected start and completion date and final completion date. R. General contractor shall keep the site orderly and clear of trash throughout the project period. S. Owner shall be responsible for all charges by utility companies for hook-ups required. DIVISION TWO SITE WORK A. The new addition shall be located as shown on the site plan. The contractor is responsible for observing legal setbacks, and height restrictions. B. Clearing the site shall be minimum and only what is necessary to obtain grades and for the execution of construction. Protect all remaining bushes from damage and remove all debris from the site. Scrape all top soil in areas to receive fill and stock pile to be reused. C. The owner shall be responsible for removing, maintaining and replanting any existing plants and shrubs which may be damaged by construction. D. The Contractor shall protect all adjacent property during grading and earthwork operations. He shall plan all operations so as to prevent damage to other property(public or private) in the event of rain occurring while the grading operations are in progress. E. The Contractor shall provide temporary sanitary facilities for his workers during construction. F. Contractor shall provide new driveway, pea gravel over 6" marl base, with metal edging, and concrete apron in front of garage door. DIVISION THREE 1. CONCRETE A. Pour concrete footings in forms on firm undisturbed soil, using 3000 lb. concrete, cured by approved method. Footing depths as indicated on drawings and in no case less than 40 inches below finish grade. Set all required anchor bolts, reinforcement bolts, inserts etc., for the work of other trades. B. Foundation and walls shall be formed to thickness and height indicated on the drawings. Forms shall be adequately tied together and braced to form true lines, square corners and plumb walls. Concrete shall be 3000 lb., well vibrated and/or rodded. Set 1/2" x 12" long 22 April 04 4 galvanized threaded anchor bolts 12" from each comer and no more than 4'-0" o.c. Provide all utility sleeves, duct, window and vent openings. Provide block-outs for beam seats where required. C. Provide 2" rat slab at crawl spaces over 6 mil polyethylene vapor barrier on 6 inches compacted sand. D. No admixtures allowed in any concrete without prior approval. E. No concrete shall be placed subject to freezing conditions or on frozen ground. 2. DEMOLMON A. Demolition of the designated existing portion of the structure shall be done under the supervision of the General Contractor. Care should be taken to assure that portions of the building supported by elements to be removed are adequately braced and supported to prevent failure before new supporting elements are installed. B. At no time is the building to be left open to weather. If it is, Contractor is responsible for repair and/or replacement of all portions of building damaged by wind, rain, snow, etc. at no additional cost to Owner. C. Contractor shall remove and store safely on site, all salvageable and movable items from the areas of construction. D. Contractor shall patch and/or repair any damage to surfaces adjacent to new work and leave them in a condition equal to or better than before new work began. E. Contractor shall provide for removal of all demolition debris and construction scrap from site. All debris containing asbestos shall be removed and disposed of in accordance with all applicable New York State requirements. F. All floors in construction area to be protected with building paper, lapped a minimum of 6" at joints and securely taped to subsurface. DIVISION FIVE METALS L STRUCTURALSTEEL A. Flitch plates, if required, shall be A-36 steel pre-fastened to wood members with 1/2" diameter bolts at 24" o.c. staggered before delivery to the site. Size as indicated on the drawings. B. Pipe columns which shall conform to A.S.T.M A-53. 22 April 04 5 C. All other structural metals(except flitch plates) including framing connector shall be primed. D. Other metal flashing - see Division 7. DIVISION SIX ROUGH CARPENTRY 1. ROUGH CARPENTRY A. Beams and wood lintels shall be Trus Joist MacMillan, Boise, ID. parallams, timberstrand headers, sizes as indicated on the drawings. B. Lumber for floor joists shall be Trus Joist MacMillan, Boise, ID. TJI/Pro series as noted on framing plans. Rim boards shall be timberstrand as noted on drawings. Provide all items of rough hardware by SMIPSON, TECO or equal (galvanized)and to be of type and gauge as requested by Architect. C. Sills on foundation walls shall be 2" x 8" ACQ, installed over metal termite shield and fiberglass insulated sill strip. Sills to be securely fastened to anchor bolts with galvanized nuts with appropriate washers. D. All sills, deck framing and/or other lumber exposed to moisture, concrete or ground contact shall be pressure treated unless otherwise noted. Treat wood exposed to deterioration by moisture, such as items in contact with roofing, flashing, waterproofing, masonry, concrete or in the ground. Treat wood subject to insect attack. E. Interior wall studs shall be 2" x 4"s, No. 2 or better, douglas fir, max 16" o.c. unless 2" x 6" are required in certain walls to accommodate plumbing, HVAC risers, etc. Warped members shall not be used. All openings shall be double studded. F. Exterior wall studs shall be 2" x 6"s, No. 2 or better, douglas fir, max 16 o.c. Warped members shall not be used. All openings shall be double studded. G. Exterior wall sheathing shall be 1/2" APA-EXT. sheathing grade fir plywood. Nail in accordance with American Plywood Association specifications. Plywood in contact with grade shall be preservative treated in an approved manner. H. All plywood sheathing to receive wood siding shall be covered with 15 pound felt building paper, horizontal laps at 6". I. Sub-flooring shall be 3/4" T& G B-C plywood. Glue and nail to floor framing in accordance with American Plywood specifications. 22 April 04 a J. Blocking, bridging, cats, furring, etc. shall be as required by good practice. Use well seasoned No. 2 common or better, 1" x 3" wood cross bridging for 2x lumber and solid blocking for trus joists as required by manufacturer. K. Nailing throughout shall conform to applicable building codes and National Forest Products Association National Design Specifications. All exterior nails to be hot dipped galvanized, unless noted otherwise. L. Rough hardware bolts, lags, etc. as required and/or as indicated on drawings shall be installed in accordance with the applicable building code and the National Forest Products Association National Design Specifications. Exposed fastenings shall be galvanized, unless otherwise indicated on drawings, all floor and roof framing members abutting other framing members and being supported thereon shall have galvanized metal hangers (skewed 45 degrees where required) having I.C.B.O. (Uniform Building Code) approval. All manufactured hangers, connectors, etc. shown on drawings with a model number are as manufactured by the SHVIPSON COMPANY, but equals may be substituted, if approved. M. Furring, blocking, and backing shall be furnished and installed where required for reception of wall board, formation of architectural features, concealment of pipes, conduits, ducts, attachment of supports for boiler room accessories, building specialties and other fixtures. Contractor shall consult with trades concerned and set furring and blocking as required. 2. ANCHORING A. All components of building should be adequately anchored and continuously connected from the foundation to the roof to prevent collapse or permanent lateral movement under wind force. B. All fasteners and connectors including nails, bolts, steel wind anchors and truss plates should be hot-dipped galvanized, unless otherwise noted. C. Attic flooring should be fastened with 8d annular or spiral thread galvanized nails. Such fastening should be supplemented by waterproof industrial adhesive. D. Floor beam splices should be located over supports. Their ends and tops should not be exposed to the weather and they should be in sound and serviceable condition. Bottom plates should have breaks under a wall stud. 22 April 04 2. INTERIOR FINISH CARPENTRY& MILLWORK A. The entire work of this section shall be performed in accordance with the best standards of practice relating to the trade, and shall be under the constant supervision of a competent foreman who shall carefully plan and lay out the work in compliance with the intent of the drawings. Moulding to be painted shall be poplar or clear pine. All wood trim shall be put on in full lengths without piecing, except when the use of a single length would be impractical. Where piecing is required,joints shall be clean cut, tight fitting miters. No butt joints allowed. All finish work shall be accurately fitted to their intended locations, true to line, level and plumb, and shall be securely fastened with appropriate fastenings. All joints shall be cut clean and fitted tight. Where woodwork adjoins other work, tight scribe joint shall be used. All external angles shall be mitered and interior angles coped unless otherwise detailed. All finish surfaces shall be sanded clean, free of roughness of any kind, dents or scratches. All securing of finish material shall be carefully done with finish nails, set. B. Door frame for Interior Doors 3/4" thick stock rabbeted with stops square-edged and mitered at corners. Frame material, clear white pine or poplar, router mortised for hinges, all exposed edges eased. Door frames prepared for paint finish on interior and paint finish on exterior. C. Nailing/Fastening of all exposed interior finish work shall be with finish head nails, screws (preferably sheetrock type), and bolts (where necessary). Blind nail all tongue and groove and/or shiplap material wherever possible. If screws and/or bolts are used in exposed locations, counter bore and plug all holes with material to match and/or as indicated on drawings. Set all finish nails for filling. D. Gluing of finish woodwork under this section where necessary and/or indicated on drawings shall be with Titebond or equal with all excess glue removed. E. Bathroom vanities and countertops are to be supplied and installed by Contractor. F. Closet poles and shelves shall be poplar. G. Stair parts by L.J. SMITH, handrail, LJ-6400 P. Baluster, LJ-5060 3 per tread. Include all necessary quarter turns as required. H. Fireplace mantel by PREMIER"SOMERSET". 22 April 04 e DIVISION SEVEN THERMAL AND MOISTURE PROTECTION 1. DAMPROOFING A. All foundation walls shall be waterproofed below grade and treated with a masonry paint finish coat above grade. B. Lay all interior slab work on 6 mil polyethylene plastic. 2. INSULATION A. Fiberglass batt insulation where shown shall be OWENS-CORNING or equal. Exterior spaces shall have vapor barrier facing inside. B. Exterior stud walls shall have 5-1/2", R-19 fiberglass batts with paper back vapor barrier, facing the interior. C. Interior walls around bathrooms shall have 3-1/2" fiberglass batts for sound barrier. Vapor barrier is not required on inside walls. D. Floors shall have 5-1/2" R-21 Batt. Ceiling joists to have R-38 Batt insulation. E. Around wall and roof openings provide loosely but fully packed fiberglass insulation. This includes around frame shim spaces and electrical outlets. F. Install all insulation in complete conformity with manufacturer's recommendations and specifications. Batts or blankets shall fit tightly at all edges. All tom or loose insulation shall be replaced at no cost to the owner. G. Check construction details. Maintain all ventilation spaces in framing construction. H. Provide sound absorbing insulation at walls between kitchen and living and dining rooms. 3. EXTERIOR SIDING. TRIM & DECKING. ETC. A. Exterior siding shall be 18" red cedar perfection shingles. over 15 pound felt building paper. B. Soffits and eaves shall be constructed with I x F.J. Pine. C. Use flashing caulking and sealants wherever required for watertight construction and good practice. They shall not be used as a filler for poor joints and where used shall be of best quality, manufactured for the purpose of use, concealed where possible and if not, neatly done. (Use paintable clear silicone caulk unless substitute is approved.) 22 April 04 e D. Decking shall be 5/4 x 4 S.T.K. clear cedar on ACQ framing in directions shown on plans. E. Wood handrail to be cut down and bevelled 2 x 6 with 13/8" x 1 3/8" balusters @ 4" o.c. Alternate: Formed polyurethane 4 1/2" balustrade system by Outwater Plastics. F. Exterior columns shall be 12" in diameter at base, tuscan style tapered shafts with traditional donut ring base and capital with neck astragal. Columns shall be permacast composite type as manufactured by H.B. & G, 1-800-264-4424 or Worthington fiberclassic, 1-800-872-1608. Note: These columns are load bearing(interior wood posts are to prevent uplift and lateral movement.) Provide proper cap plugs and flashing. 4. ROOFING A. Provide for 300#asphalt shingle roof as selected by owner. B. Flat roof section shall be single membrane type; fully adhered EPDM rubber, over 1/2" sound board on 5/8 plywood, on tapered joists (rafters). C. Provide roof vents as needed. 5. MISCELLANEOUS METAL AND FLASHING A. Roof drip edge where necessary shall be breakformed .019" aluminum with a white acrylic finish. B. Door and window head flashing shall be breakformed .019" aluminum white finish. C. Provide and install all items of miscellaneous flashing necessary to make the building totally watertight. All seams, where required, shall be neatly soldered and all exposed edges carefully turned and/or locked as detailed. 6. GUTTERS AND LEADERS A. Gutters to be 5" half round white aluminum. B. Leaders to be directed to drywells as shown on site plan. 22 April 04 1o DIVISION EIGHT 1. WINDOWS/GLASS/GLASS DOORS/SKYLIGHTS A. Window and Door Manufacturer: ANDERSEN Tilt-N-Turn Wood Windows and French Doors. All operable units with screens, unless noted otherwise on drawings. Glazing: High performance. Window Schedule SYMBOL UNIT NO. R.O. COMMENTS A TW210410 31- 0 1/8" X 51- 0 718- B TW210310 3'-0 1/8" X 41- 0 7/8- C DHP42310 4' - 3 7/8" X 4'- 0 7/8- D DHP56310 5' - 7 7/8" X 41-0 7/8- E TW38410 3'-10 1/8" X 4' -0 718" F AW251 2' - 4 718" x 2'x 4.718" G Flexiframe 216" x 6'0" EXTERIOR AND INTERIOR DOORS A. Interior doors: Replace all existing doors and add new doors with craftmaster, Model "COLONIST" smooth finish, solid core, 1 '/z pair solid brass router morticed hinges. Selected doors to have polished chrome hinges. See Door Schedule. B. Finish hardware for doors shall be under an allowance of$150 per door. C. Provide floor mounted bumper type door stops in solid brass for all doors that swing. D. Provide $250 allowance for front door hardware. DIVISION NINE FINISHES 1. GYPSUM BOARD WALL AND CEILING FINISHES A. Gypsum board referred to as G.W.B. on the drawings, shall be as manufactured by U. S. Gypsum "Sheetrock" or equal. Panel lengths shall be as required to minimize butt end joints. 22 April 04 " B. Gypsum board shall be fastened to ceilings and walls with panel adhesive type PL 200 or equal and screwed to wood members according to standard practice. C. Corner beads shall be installed at all outside comers and all conditions shown on drawings. 90- degree outside corners shall be Dur-a-bead. Outside corner other than 90-degree shall be Flex-tape type (metal edge). Other beads 200-B metal trim. D. Tape all inside comers and all joints, spackle 3 coats all joints, corners, fastenings, gashes, etc. as required for a smooth surface. Sand and polish using materials and methods recommended by the manufacturer. All GYP. BD. shall be left ready for painting and this contractor shall be responsible for any touch-up re-spackling as necessary after prime painting, all areas deemed unsatisfactory by the architect. E. Wall and ceiling G.W.B. shall be 1/2" thick. Walls in bathrooms and laundry shall be 1/2" moisture resistant (MR) G.W.B. Except in tiled areas. F. Interior walls and ceilings of garage to be covered with 5/8" thick type X sheetrock tape and spackle as per N.Y.S. Code. 2. WOOD FLOORING A. Interior wood floors shall be select Red Oak 2 1/4" x 3/4" T& G. end matched over 15 pound felt. 3. TELE A. Ceramic floor tile installation shall be by thin-set method using Pecora adhesive recommended for this purpose in approved type two-part thin-set epoxy cements adhesive. Layout as directed by architect. B. Samples of all tile shall be approved by owner. C. All other ceramic tile backing shall be Wonderboard or Dens-Shield tile base as manufactured by Georgia Pacific Corp. Install to wood framing no greater than 16" O.C. with galvanized type screws at 8" O.C. for walls and 6" O.C. ceilings, apply 2" 10x10 mesh tape over joints and angles in adhesive used to set tiles. Leave 1/4" space above shower pans and tubs. D. Use type I ceramic tile mastic adhesive on walls and ceiling. E. Grouting: All the shall have flush grout joints, color as selected by owner, stain resistant grout. All excess grout shall be removed at once and all tile thoroughly cleaned with a dilute solution of muriatic acid and then washed with clear water. Color as selected by Owner. 22 April 04 12 F. Grout shall be Kerapoxy by MAPEI. 4. PAINTING STAINING AND FINISHING A. All work done under this section shall be according to manufacturer's printed specifications and/or directions. This contractor shall be responsible for protecting adjacent work not to be painted, and for all cleaning and removing of paint, stain, etc. that may be necessary as a result of his work. Painting shall not commence until this contractor has inspected all the areas to be painted and ascertained that all other contractors have fulfilled their contractual obligations in preparing work involving painting and finishing. Any work found to be deficient shall be reported to the contractor immediately. After prime coating all gypsum board surfaces, this contractor shall report to the contractor all areas requiring additional spackling for correction under Division 9, GYPSUM BD WALL& CEILING FINISHES. Acceptance of the surfaces to be painted and finished by this contractor shall constitute acceptance of responsibility for all additional spackling required. B. Interior GYP. BD. walls and ceilings shall have 2 coats BENJAMIN MOORE interior satin paint, or equal (latex) over prime coat. Bathrooms shall have 2 coats oil base enamel satin over prime coat. C. Exterior trim shall receive oil base primer and 2 coats of BENJAMIN MOORE oil base Semigloss paint or equal, sanded smooth before each coat. D. Interior trim, windows and doors(painted) shall receive: I coat oil base interior trim primer 1 coat BENJAMIN MOORE enamel undercoater 1 coat BENJAMIN MOORE eggshell E. Exterior wall shingles shall receive 2 coats Cabots Bleaching Oil. Care should be taken to protect adjacent surfaces when applying this product. Apply in accordance with manufacturers instructions. Color to be selected by Owner. F. Priming: As soon as exterior wood doors are delivered to job, this contractor shall prime with a coat of primer/sealer on all surfaces and edges, including tops and bottoms. G. Completion: Upon completion of all work of this section, touch up and restore finishes which have been damaged or defected. Remove all paint which has been spilled, splattered or splashed on surfaces, including hardware, fixtures, glass, fittings, floors, etc. H. All masonry foundation walls above grade shall be finished with masonry paint to match existing. 22 April 04 13 DIVISION TEN SPECIALTIES A. Bath accessories shall be supplied and installed under an allowance of$800 per bath, to include towel bars toilet paper holders, soap dishes, toothbrush holders, robe hooks, medicine cabinets, etc B. Provide allowance for central station type security system. DIVISION ELEVEN EQUIPMENT 1. Ventilation fans at baths shall be 300 CFM by NUTONE. 2. Appliances to be supplied by Owner and install by Contractor. 21. Install appliances in accordance with manufacturers instructions and approved submittals. Install materials and systems in proper relation with adjacent constructions. Coordinate work with other sections. 22. Provide 1/4" copper water line at ice maker. 23. Test appliances for proper operation. DIVISION TWELVE FURNISHINGS Not Applicable DIVISION THIRTEEN SPECIAL CONSTRUCTION Not Applicable DIVISION FOURTEEN CONVEYING SYSTEMS Not Applicable DIVISION FIFTEEN MECHANICAL 1. PLUMBING A. All work under this section shall comply with National State and Local codes. All permits shall be obtained and paid for by the contractor. B. Branch Water Piping shall be type "L" hard copper with sweated fittings. Provide anti-hammer chambers on all supply lines with provisions for drainage to renew air 22 April 04 14 cushion. All piping(except in cellar) shut-off valves and necessary piping to fixtures shall be concealed. Exposed pipes and all cold water lines to be insulated with fiberglass or foam jacket pipe insulation manufactured for that purpose, banded as required. Mains, risers and piping to hose bibbs shall be 3/4"., fixture branches shall be 1/2" diameter, piping to water heaters, humidifiers, etc., sized as required. Exposed piping in finish baths. C. Piping under slab and/or through foundation walls shall be 4" extra heavy cast iron, asphaltum coated. Provide cleanout. All other piping shall be solvent weld PVC or schedule 40 ABS, sized as required. D. Hose bibs shall be located as indicated on the plans, and shall be rough brass, frostproof type. Provide shut-off valves with line drains for each hose bib line. E. Shut-off Valves: Provide at water main entrance, cold water entrance and hot water exit from water heater(s) and at all fixtures, appliances and equipment requiring water connections shown on plans and/or specified herein, gate or globe type as per standard practice. Valves to be brass in utility type areas and chrome plated brass(stop type) in finished bath, kitchen, etc. area. Provide water tempering valve at each water closet. F. Provide piping to shower hot and cold. G. Fixtures to be selected by Owner. Allow$200 each for all vanity sinks. Allow$3,500 for "Jacuzzi-Tub" in master bath. Provide CADET 1117"EL 1.6 # 2216.143 toilet w/5324.019 seat in other baths. Allow$600 for toilet in master bath. Allow $450 per tub. Glass enclosures at shower by alumax or equal. Use AM. Std. cadet fittings. Allow $600 for pedestal sinks. H. Contractor to give Owner a list of plumbing fixtures which are included in base contract price. List to shown Contractor's net cost for each item after discounts. Owner reserves option to substitute items within this allowance. Contractor will notify Owner three weeks before fixtures are to be ordered; owner will provide Contractor with list of substitutions prior to his placing order. If substitution is requested after order has been placed, all cancellation charges will be deducted from allowance. If total net cost of fixtures is less than the allowance, Contractor shall give Owner credit for savings. If total net discounted cost of fixtures exceeds the allowance, Owner shall pay Contractor the extra cost. In neither event Contractor's mark-up for overhead and profit to be adjusted. However, if substituted item requires additional expenses for installation, Contractor is to be paid for these expenses plus mark-up for overhead and profit. I. Provide new gas fired hot water heater for addition. Verify existing gas tank capacity. 2. HEATING & AER CONDITIONING 22 April 04 15 A. Add new heating system consisting of two oil fired hot air furnaces by RHEEM, or equal, one zone for first floor, two zones for second floor. B. All work in this section shall comply with National, State and Local codes. C. Heating condition in new space to maintain a uniform temperature of 72 degrees, four feet off floor throughout new space with an outside temperature of 0 degrees F, and a 15 mph wind and a 15 degree differential during cooling. D. Cooling system shall be designed to maintain a uniform inside temperature of 74 degrees F dry bulb with 50010 relative humidity with 95 degrees F dry bulb and 75 degrees F wet bulb outside temperature. Design conditions varying from the above shall be with the architect's approval only. E. Ductwork: Supply and install all required ductwork in accordance with SMACNA standards, galvanized sheet metal, sized as required. Two inch foil faces insulation on all ducts in unconditioned areas. One half inch acoustical liner in all return ductwork and within 20 feet from air handling equipment in supply trunk lines. All accessible supply branches shall contain a volume damper for air balancing. F. Provide and install all necessary controls for the work under this section. Thermostats shall be day and night weekly type, one per zone, locations heating/cooling. G. Wiring for all work under this section shall be by this contractor from main breaker panel. H. Venting shall be provided and installed with N.B.F.U. rated insulated or triple wall metal vent(s) in location(s) shown on drawings, complete with fire- stop spacers, roof flashing cone(s) and chimney cap(s) sized as required. I. All in-floor registers and grilles shall be wood as manufactured by Wood Ventures or equal. Distributed by Hoboken Floors (800-222-1068). J. Contractor shall provide architect with a marked up print of floor plans showing all proposed register locations, and horizontal and vertical duct runs including sizes. The ar- chitect or owners signed approval is required prior to commencement of work under this division. DIVISION SIXTEEN ELECTRICAL/TELEPHONE/CABLE TV A. Electrical service: Upgrade electrical service to 400 amp. Include separate sub-panel for pool. B. All work under this section shall comply with National State and Local codes. All permits shall be obtained and paid for by the contractor. Entire system shall be properly grounded 22 April 04 is and where required a certificate shall be furnished covering the entire job. C. Switches shall be LEVITON(or equal), Silent Mercury type, color: white dimmer switches shown on plans to be 600 W. slide control type gang where shown adjacent on plans. Height above finish floor equals YO-1/2" to center line unless otherwise shown on plans. Provide exterior type waterproof switches in exterior locations when switches are outside. D. Receptacles shall be LEVITON or equal, duplex, grounded, white. Height above finish floor equals 12-1/2" to center line unless otherwise shown on plans with a+ and a number in inches adjacent to outlet. Special receptacles for equipment as required. Exterior receptacles waterproof type with gasketed spring caps. Floor receptacles, if or when required, shall be Simplex type manufactured for that purpose, with brass cover-plate flush with finish floor and screw-on cover. E. All switch and receptacle cover plates shall be white plastic. F. Equipment wiring shall be provided with separate circuits where required. G. Provide all circuiting as required to all switches, fight fixtures, receptacles, equipment, etc. H. Contractor shall provide telephone and cable TV lines with outlets as shown on drawings. I. Provide hard-wired smoke detectors at locations shown on drawings. I Provide carbon monoxide detectors as per code. K. Provide allowance of$150 each for sconces in locations as shown on drawings. L. All recessed incandescent lighting by Halo. Owner to select trim and baffles. M. Provide lightning arrester/surge protection at main panel. 22 April 04 17 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 8, 2004 TO: Phil Hancock for Anchor Lane, LLC PO Box 1275 Riverhead, NY 11901 Please take notice that your application dated April 7, 2004 For a permit to reconstruct an existing single family dwelling at Location of property: 1615 Anchor Lane, Southold NY County Tax Map No. 1000 - Section 79 Block 4 Lot 6.1 Is returned herewith and disapproved on the following grounds: The proposed reconstruction to an existing non-conforming structure on a non- conforming, 21,031sg.ft.parcel in the R-40 District, is not permitted pursuant to Article XXIII Section 100-239.4 B, which states: All buildings or structures located on lots upon which a bulkhead... exists & which are adjacent to tidal water bodies other than sounds shall be set back not less than 75' from the bulkhead." The proposed survey indicates construction at a distance of 61.61' to the bulkhead. Total lot coverage is less than 20 Qercent. Authorized Signature Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: C:\Program Files\Check\MECcheck\Anchors aweigh.cck TITLE: Addition COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached l or 2 Family HEATING TYPE: Non-Electric DATE: 02/20/04 DATE OF PLANS: 3-30-04 PROJECT INFORMATION: Anchors aweigh COMPANY INFORMATION: William J. Reese. Architect 41 Meetinghouse Lane Southampton. NY COMPLIANCE: Passes Maximum UA=498 Your Home=451 9.4%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling L Flat Ceiling or Scissor Truss 1988 38.0 0.0 60 Wall 1: Wood Frame, 16"o.c. 2704 19.0 0.0 131 Window 1: Vinyl Frame, Double Pane with Low-E 518 0.340 176 Floor L All-Wood Joist/Truss,Over Unconditioned Space 1909 21.0 0.0 84 COMPLIANCE STATEMENT: represented in this document is consistent with the building plans, specifications,an u 'tted with this permit application. The proposed systems have been designed to meet the a d�State It ovation Construction Code requirements. When a Registered Design Professio si ey are attesting that to the best of his/her knowledge,belief,and profess' j „ or are in co 7an1ce with[his Code. Builder/Designer ' Date � PT 16263' y c- c , MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release is DATE: 02/20/04 TITLE: Addition Bldg. I Dept. Use I Ceilings: [ J 1. Ceiling 1: Flat Ceiling or Scissor Truss.R-38.0 cavity insulation Comments: I Above-Grade Walls: I 1 1. Wall L Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ 1 I 1. Window 1: Vinyl Frame, Double Pane with Low-E, U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ] No Comments: I Floors: [ ] 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space. R-21 A cavity insulation Comments: I Air Leakage: [ ] Joints,penetrations.and all other such openings in the building envelope that are sources of air leakage must be sealed. [ I I Recessed lights must be 1)Type IC rated,or 2) installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated.the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder. [ J Required on the warm-in-winter side of all non-vented framed ceilings,walls. and floors. I Materials Identification: [ J Materials and equipment must be installed in accordance with the manufacmrees installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ 1 I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches gry Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) UD to 1„ Up to 1.25" LS'to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 10 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2" Runouts V and Less 1.25' to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 LO LO 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water. Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 LO 1.5 1.5 NOTES TO FIELD(Building Department Use Only) I Duct Construction: [ ] I All joints, seams.and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturees instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The 14VAC system must provide a means for balancing air and water systems. I Temperature Controls: [ J Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting noncombustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code ofNew Fork State,the Residential Code ofNew York State or the New Iork 041 Building Code. as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ 1 I HVAC piping conveying fluids above 105°F or chilled fluids below 55 OF must be insulated to the levels in Table 2. • f SPECIFICATIONS FOR ANCHORS AWEIGH 1615 Anchor Lane Southold, NY 11971 01 April 2004 P pM 162 1 n� ^ NEW�s WILLIAM J. REESE ARCHITECT 41 MEETING HOUSE LANE SOUTHAMPTON, N.Y. 11968 631-283-3833 SPECIFICATIONS DIVISION ONE GENERAL NOTES A. This is an outline form of specifications, wherever possible lists of materials and/or manufacturers will be used. The plural will always be used even though one of the specified items may be required. Do not scale drawings. If a dimension is missing, the architect shall be asked via phone or in writing to supply the missing dimension. B. All work shall comply with applicable National, State, and Local Codes and Ordinances. All omissions or conflicts between the various elements of the drawings or between the drawings and the various Local and State Codes and requirements, shall be brought to the attention of the architect before proceeding with the work in question. C. The contractors shall call to the attention of the architect and general contractor any discrepancies or errors in the drawings or specifications which might have a bearing on the work and shall be responsible for damages resulting from neglecting to do so. D. All workmanship shall be consistent with accepted practice and performed by mechanics knowledgeable in their trade. All materials and products shall be new and free of defects and shall be properly stored and protected after delivery to the site. E. The general conditions of the contract, A.I.A. Document No. A-107 shall govern the execution of all work included in this contract. Insurance amounts to be carred by contractor shall be settled with owner before signing contract. F. Unless expressly stipulated otherwise in the contract documents, the purpose of the plans and specifications is to provide guidelines for a finished product. Any work that is to be excluded from the contract shall be noted herein and/or on drawings as "N.I.C." (not in contract). All other incidental work necessary to provide a finished product whether or not specifically shown on plans or mentioned in specifications shall be included as part of the contract. G. The contractor shall guarantee his work and the work of his subcontractors to be free of defective materials and workmanship for a period of one year from the date of substantial completion, such date to be determined by the architect. All materials and equipment normally carrying a longer guarantee or warranty than one year shall have these guarantees or warranties extended to the owner. All manufacturers directions, diagrams, etc. supplied with the materials or equipment shall be kept intact by the contractor and supplied to the owner at the completion of the job. All materials and equipment which have printed manufacturer's specifications shall be installed in accordance with those specifications. H. All miscellaneous work to insure a complete job shall be done. If no details are shown, good practice and consistency with other details shall be followed. The contractor is responsible for all work included in the plans and specifications and shall point out to his individual subcontractors all work to be included by the particular subcontractor whether included in that trade's section of the specifications or not. 1. Allowances given in the specifications are budget amounts to be included in the contract price for certain indefinite areas or items at the time of pricing. Each of these items must have definite prices determined before they are incorporated into the job. They are stated as including labor and materials(L&M) or material only(M). If the allowance is for material only, the contractor should include the labor necessary for installation in the contract price. When arriving at the actual cost of allowance items, it is expected that a credit will be included for any savings that might occur by the allowance item being incorporated. The same applies to any "alternates" in the specifications. J. The scope of the work shall consist of an addition to the residence as shown on the working drawings, the specifications and supplementary drawings supplied during construction. K. Substitutions for materials and methods shown or specified shall be made on approval by the architect. The architect shall be told the cost difference involved on any substitution before said substitution is implemented. This may be done verbally, with the information in writing sent to the architect within a week of such verbal commitment. If substitutions are made without following this procedure the contractor must bear any additional cost due to the substitution or pay the owner any credit due to the substitution. L. Where alternates are indicated on plans, in specifications, or in schedules, contractor shall submit price difference for alternates requested. M. Building permit and all other permits and approvals as required by law shall be obtained by contractor. At the completion of the job, the contractor shall obtain the Certificate of Occupancy. N. The contractor shall provide the architect with a complete list of subcontractors including addresses and telephone numbers. O. The contractor will be furnished free of charge, 3 sets of drawings and specifications. Additional sets will be furnished at the cost of reproduction. At the completion of the job all sets of drawings and specifications shall be returned to the architect. The contractor shall reimburse the architect for the cost of printing any sets not returned. P. The bid price for this project must include, but not be limited to the following items: Clearing Finish Grading Interior Work Fencing Rubbish Removal Exterior Work 20 February 04 3 r Q. Contractor shall provide the architect with a construction schedule in outline form, indicating each phase, expected start and completion date and final completion date. R. General contractor shall keep the site orderly and clear of trash throughout the project period. S. Owner shall be responsible for all charges by utility companies for hook-ups required. DIVISION TWO SITE WORK A. The new addition shall be located as shown on the site plan. The contractor is responsible for observing legal setbacks, and height restrictions. B. Clearing the site shall be minimum and only what is necessary to obtain grades and for the execution of construction. Protect all remaining bushes from damage and remove all debris from the site. Scrape all top soil in areas to receive fill and stock pile to be reused. C. The owner shall be responsible for removing, maintaining and replanting any existing plants and shrubs which may be damaged by construction. D. The Contractor shall protect all adjacent property during grading and earthwork operations. He shall plan all operations so as to prevent damage to other property(public or private) in the event of rain occurring while the grading operations are in progress. E. The Contractor shall provide temporary sanitary facilities for his workers during construction. F. Contractor shall provide new driveway , pea gravel over 6" marl base, with metal edging, and concrete apron in front of garage door. DIVISION THREE 1. CONCRETE A. Pour concrete footings in forms on firm undisturbed sod, using 3000 lb. concrete, cured by approved method. Footing depths as indicated on drawings and in no case less than 40 inches below finish grade. Set all required anchor bolts, reinforcement bolts, inserts etc., for the work of other trades. B. Foundation and walls shall be formed to thickness and height indicated on the drawings. Forms shall be adequately tied together and braced to form true lines, square corners and plumb walls. Concrete shall be 3000 lb., well vibrated and/or rodded. Set 1/2" x 12" long 20 February 04 ° r galvanized threaded anchor bolts 12" from each corner and no more than 4'-0" o.c. Provide all utility sleeves, duct, window and vent openings. Provide block-outs for beam seats where required. C. Provide 2" rat slab at crawl spaces over 6 mil polyethylene vapor barrier on 6 inches compacted sand. D. No admixtures allowed in any concrete without prior approval. E. No concrete shall be placed subject to freezing conditions or on frozen ground. 2. DEMOLITION A. Demolition of the designated existing portion of the structure shall be done under the supervision of the General Contractor. Care should be taken to assure that portions of the building supported by elements to be removed are adequately braced and supported to prevent failure before new supporting elements are installed. B. At no time is the building to be left open to weather. If it is, Contractor is responsible for repair and/or replacement of all portions of building damaged by wind, rain, snow, etc. at no additional cost to Owner. C. Contractor shall remove and store safely on site, all salvageable and movable items from the areas of construction. D. Contractor shall patch and/or repair any damage to surfaces adjacent to new work and leave them in a condition equal to or better than before new work began. E. Contractor shall provide for removal of all demolition debris and construction scrap from site. All debris containing asbestos shall be removed and disposed of in accordance with all applicable New York State requirements. F. All floors in construction area to be protected with building paper, lapped a minimum of 6" at joints and securely taped to subsurface. DIVISION FIVE METALS 1. STRUCTURAL STEEL A. Flitch plates, if required, shall be A-36 steel pre-fastened to wood members with 1/2" diameter bolts at 24" o.c. staggered before delivery to the site. Size as indicated on the drawings. B. Pipe columns which shall conform to A.S.T.M A-53. 20 February 04 5 C. All other structural metals(except flitch plates) including framing connector shall be primed. D. Other metal flashing - see Division 7. DIVISION SIX ROUGH CARPENTRY 1. ROUGH CARPENTRY A. Beams and wood lintels shall be Trus Joist MacMillan, Boise, ID. parallams, timberstrand headers, sizes as indicated on the drawings. B. Lumber for floor joists shall be Trus Joist MacMillan, Boise, ID. TJI/Pro series as noted on framing plans. Rim boards shall be timberstrand as noted on drawings. Provide all items of rough hardware by SIMPSON, TECO or equal (galvanized) and to be of type and gauge as requested by Architect. C. Sills on foundation walls shall be 2" x 8" ACQ, installed over metal termite shield and fiberglass insulated sill strip. Sills to be securely fastened to anchor bolts with galvanized nuts with appropriate washers. D. All sills, deck framing and/or other lumber exposed to moisture, concrete or ground contact shall be pressure treated unless otherwise noted. Treat wood exposed to deterioration by moisture, such as items in contact with roofing, flashing, waterproofing, masonry, concrete or in the ground. Treat wood subject to insect attack. E. Interior wall studs shall be 2" x 4"s, No. 2 or better, douglas fir, max 16" o.c. unless 2" x 6" are required in certain walls to accommodate plumbing, HVAC risers, etc. Warped members shall not be used. All openings shall be double studded. F. Exterior wall studs shall be 2" x 6"s, No. 2 or better, douglas fir, max 16 o.c. Warped members shall not be used. All openings shall be double studded. G. Exterior wall sheathing shall be 1/2" APA-EXT. sheathing grade fir plywood. Nail in accordance with American Plywood Association specifications. Plywood in contact with grade shall be preservative treated in an approved manner. H. All plywood sheathing to receive wood siding shall be covered with 15 pound felt building paper, horizontal laps at 6". I. Sub-flooring shall be 3/4" T& G B-C plywood. Glue and nail to floor framing in accordance with American Plywood specifications. 20 February 04 6 r I Blocking, bridging, cats, furring, etc. shall be as required by good practice. Use well seasoned No. 2 common or better, 1" x 3" wood cross bridging for 2x lumber and solid blocking for trus joists as required by manufacturer. K. Nailing throughout shall conform to applicable building codes and National Forest Products Association National Design Specifications. All exterior nails to be hot dipped galvanized, unless noted otherwise. L. Rough hardware bolts, lags, etc. as required and/or as indicated on drawings shall be installed in accordance with the applicable building code and the National Forest Products Association National Design Specifications. Exposed fastenings shall be galvanized, unless otherwise indicated on drawings, all floor and roof framing members abutting other framing members and being supported thereon shall have galvanized metal hangers (skewed 45 degrees where required) having I.C.B.O. (Uniform Building Code) approval. All manufactured hangers, connectors, etc. shown on drawings with a model number are as manufactured by the SIMPSON COMPANY, but equals may be substituted, if approved. M. Furring, blocking, and backing shall be furnished and installed where required for reception of wall board, formation of architectural features, concealment of pipes, conduits, ducts, attachment of supports for boiler room accessories, building specialties and other fixtures. Contractor shall consult with trades concerned and set furring and blocking as required. 2. ANCHORING A. All components of building should be adequately anchored and continuously connected from the foundation to the roof to prevent collapse or permanent lateral movement under wind force. B. All fasteners and connectors including nails, bolts, steel wind anchors and truss plates should be hot-dipped galvanized, unless otherwise noted. C. Attic flooring should be fastened with 8d annular or spiral thread galvanized nails. Such fastening should be supplemented by waterproof industrial adhesive. D. Floor beam splices should be located over supports. Their ends and tops should not be exposed to the weather and they should be in sound and serviceable condition. Bottom plates should have breaks under a wall stud. 20 February 04 7 2. INTERIOR FINISH CARPENTRY & MILLWORK A. The entire work of this section shall be performed in accordance with the best standards of practice relating to the trade, and shall be under the constant supervision of a competent foreman who shall carefully plan and lay out the work in compliance with the intent of the drawings. Moulding to be painted shall be poplar or clear pine. All wood trim shall be put on in full lengths without piecing, except when the use of a single length would be impractical. Where piecing is required,joints shall be clean cut, tight fitting miters. No butt joints allowed. All finish work shall be accurately fitted to their intended locations, true to line, level and plumb, and shall be securely fastened with appropriate fastenings. All joints shall be cut clean and fitted tight. Where woodwork adjoins other work, tight scribe joint shall be used. All external angles shall be mitered and interior angles coped unless otherwise detailed. All finish surfaces shall be sanded clean, free of roughness of any kind, dents or scratches. All securing of finish material shall be carefully done with finish nails, set. B. Door frame for Interior Doors 3/4" thick stock rabbeted with stops square-edged and mitered at corners. Frame material, clear white pine or poplar, router mortised for hinges, all exposed edges eased. Door frames prepared for paint finish on interior and paint finish on exterior. C. Nailing/Fastening of all exposed interior finish work shall be with finish head nails, screws (preferably sheetrock type), and bolts (where necessary). Blind nail all tongue and groove and/or shiplap material wherever possible. If screws and/or bolts are used in exposed locations, counter bore and plug all holes with material to match and/or as indicated on drawings. Set all finish nails for filling. D. Gluing of finish woodwork under this section where necessary and/or indicated on drawings shall be with Titebond or equal with all excess glue removed. E. Bathroom vanities and countertops are to be supplied and installed by Contractor. F. Closet poles and shelves shall be poplar. G. Stair parts by L.J. SMITH, handrail, LJ-6400 P. Baluster, LJ-5060 3 per tread. Include all necessary quarter turns as required. H. Fireplace mantel by PREMIER"SOMERSET'. 20 February 04 e 1 � DIVISION SEVEN THERMAL AND MOISTURE PROTECTION 1. DAMPROOFING A. All foundation walls shall be waterproofed below grade and treated with a masonry paint finish coat above grade. B. Lay all interior slab work on 6 mil polyethylene plastic. 2. INSULATION A. Fiberglass batt insulation where shown shall be OWENS-CORNING or equal. Exterior spaces shall have vapor barrier facing inside. B. Exterior stud walls shall have 5-1/2", R-19 fiberglass batts with paper back vapor barrier, facing the interior. C. Interior walls around bathrooms shall have 3-1/2" fiberglass batts for sound barrier. Vapor barrier is not required on inside walls. D. Floors shall have 5-1/2" R-21 Batt. Ceiling joists to have R-38 Batt insulation. E. Around wall and roof openings provide loosely but fully packed fiberglass insulation. This includes around frame shim spaces and electrical outlets. F. Install all insulation in complete conformity with manufacturer's recommendations and specifications. Batts or blankets shall fit tightly at all edges. All torn or loose insulation shall be replaced at no cost to the owner. G. Check construction details. Maintain all ventilation spaces in framing construction. H. Provide sound absorbing insulation at walls between kitchen and living and dining rooms. 3. EXTERIOR SIDING. TRIM & DECKING. ETC A. Exterior siding shall be 18" red cedar perfection shingles. over 15 pound felt building paper. B. Soffits and eaves shall be constructed with 1 x F.J. Pine. C. Use flashing caulking and sealants wherever required for watertight construction and good practice. They shall not be used as a filler for poor joints and where used shall be of best quality, manufactured for the purpose of use, concealed where possible and if not, neatly done. (Use paintable clear silicone caulk unless substitute is approved.) 20 February 04 9 D. Decking shall be 5/4 x 4 S.T.K. clear cedar on ACQ framing in directions shown on plans. E. Wood handrail to be cut down and bevelled 2 x 6 with 1 3/8" x 1 3/8" balusters @ 4" o.c. Alternate: Formed polyurethane 4 1/2" balustrade system by Outwater Plastics. F. Exterior columns shall be 12" in diameter at base, tuscan style tapered shafts with traditional donut ring base and capital with neck astragal. Columns shall be permacast composite type as manufactured by H.B. & G, 1-800-264-4424 or Worthington fiberclassic, 1-800-872-1608. Note: These columns are load bearing (interior wood posts are to prevent uplift and lateral movement.) Provide proper cap plugs and flashing. 4. ROOFING A. Provide for 3009 asphalt shingle roof as selected by owner. B. Flat roof section shall be single membrane type; fully adhered EPDM rubber, over 1/2" sound board on 5/8 plywood, on tapered joists(rafters). C. Provide roof vents as needed. 5. MISCELLANEOUS METAL AND FLASHING A. Roof drip edge where necessary shall be breakformed .019" aluminum with a white acrylic finish. B. Door and window head flashing shall be breakformed .019" aluminum white finish. C. Provide and install all items of miscellaneous flashing necessary to make the building totally watertight. All seams, where required, shall be neatly soldered and all exposed edges carefully turned and/or locked as detailed. 6. GUTTERS AND LEADERS A. Gutters to be 5" half round white aluminum. B. Leaders to be directed to drywells as shown on site plan. 20 February 04 10 r DIVISION EIGHT 1. WINDOWS/GLASS/GLASS DOORS/SKYLIGHTS A. Window and Door Manufacturer: ANDERSEN Tilt-N-Turn Wood Windows and French Doors. All operable units with screens, unless noted otherwise on drawings. Glazing: High performance. Window Schedule SYMBOL UNIT NO. R.O. COMMENTS A T W210410 3'-0 1/8- X 51-0 7/8" B TW210310 31-0 1/8" X 41-0 7/8" C DHP42310 4' - 3 7/8" X 41-0 7/8- D DHP56310 5' - 7 718" X 4'-0 718- E TW38410 31-10 1/8- X 4' -0 7/8- F AW251 21 - 4718" x21x4.718" G Flexiframe 2.6" x 6.0" EXTERIOR AND INTERIOR DOORS A. Interior doors: Replace all existing doors and add new doors with craftmaster, Model "COLONIST" smooth finish, solid core, I '/z pair solid brass router morticed hinges. Selected doors to have polished chrome hinges. See Door Schedule. B. Finish hardware for doors shall be under an allowance of$150 per door. C. Provide floor mounted bumper type door stops in solid brass for all doors that swing. D. Provide $250 allowance for front door hardware. DIVISION NINE FINISHES 1. GYPSUM BOARD WALL AND CEILING FINISHES A. Gypsum board referred to as G.W.B. on the drawings, shall be as manufactured by U. S. Gypsum "Sheetrock" or equal. Panel lengths shall be as required to minimize butt end joints. 20 February 04 r , B. Gypsum board shall be fastened to ceilings and walls with panel adhesive type PL 200 or equal and screwed to wood members according to standard practice. C. Corner beads shall be installed at all outside corners and all conditions shown on drawings. 90- degree outside corners shall be Dur-a-bead. Outside corner other than 90-degree shall be Flex-tape type(metal edge). Other beads 200-B metal trim. D. Tape all inside corners and all joints, spackle 3 coats all joints, corners, fastenings, gashes, etc. as required for a smooth surface. Sand and polish using materials and methods recommended by the manufacturer. All GYP. BD. shall be left ready for painting and this contractor shall be responsible for any touch-up re-spackling as necessary after prime painting, all areas deemed unsatisfactory by the architect. E. Wall and ceiling G.W.B. shall be 1/2" thick. Walls in bathrooms and laundry shall be 1/2" moisture resistant (MR) G.W.B. Except in tiled areas. F. Interior walls and ceilings of garage to be covered with 5/8" thick type X sheetrock tape and spackle as per N.Y.S. Code. 2. WOOD FLOORING A. Interior wood floors shall be select Red Oak 2 1/4" x 3/4" T & G. end matched over 15 pound felt. 3. TILE A. Ceramic floor tile installation shall be by thin-set method using Pecora adhesive recommended for this purpose in approved type two-part thin-set epoxy cements adhesive. Layout as directed by architect. B. Samples of all the shall be approved by owner. C. All other ceramic tile backing shall be Wonderboard or Dens-Shield tile base as manufactured by Georgia Pacific Corp. Install to wood framing no greater than 16" O.C. with galvanized type screws at 8" O.C. for walls and 6" O.C. ceilings, apply 2" 10x10 mesh tape over joints and angles in adhesive used to set tiles. Leave 1/4" space above shower pans and tubs. D. Use type I ceramic tile mastic adhesive on walls and ceiling. E. Grouting: All tile shall have flush grout joints, color as selected by owner, stain resistant grout. All excess grout shall be removed at once and all tile thoroughly cleaned with a dilute solution of muriatic acid and then washed with clear water. Color as selected by Owner. 20 February 04 12 r , F. Grout shall be Kerapoxy by MAPEI. 4. PAINTING STAINING AND FINISHING A. All work done under this section shall be according to manufacturer's printed specifications and/or directions. This contractor shall be responsible for protecting adjacent work not to be painted, and for all cleaning and removing of paint, stain, etc. that may be necessary as a result of his work. Painting shall not commence until this contractor has inspected all the areas to be painted and ascertained that all other contractors have fulfilled their contractual obligations in preparing work involving painting and finishing. Any work found to be deficient shall be reported to the contractor immediately. After prime coating all gypsum board surfaces, this contractor shall report to the contractor all areas requiring additional spackling for correction under Division 9, GYPSUM BD WALL & CEILING FINISHES. Acceptance of the surfaces to be painted and finished by this contractor shall constitute acceptance of responsibility for all additional spackling required. B. Interior GYP. BD. walls and ceilings shall have 2 coats BENJAMIN MOORE interior satin paint, or equal (latex) over prime coat. Bathrooms shall have 2 coats oil base enamel satin over prime coat. C. Exterior trim shall receive oil base primer and 2 coats of BENJAMIN MOORE oil base Semigloss paint or equal, sanded smooth before each coat. D. Interior trim, windows and doors (painted) shall receive: I coat oil base interior trim primer I coat BENJAMIN MOORE enamel undercoater I coat BENJAMIN MOORE eggshell E. Exterior wall shingles shall receive 2 coats Cabots Bleaching Oil. Care should be taken to protect adjacent surfaces when applying this product. Apply in accordance with manufacturers instructions. Color to be selected by Owner. F. Priming: As soon as exterior wood doors are delivered to job, this contractor shall prime with a coat of primer/sealer on all surfaces and edges, including tops and bottoms. G. Completion: Upon completion of all work of this section, touch up and restore finishes which have been damaged or defected. Remove all paint which has been spilled, splattered or splashed on surfaces, including hardware, fixtures, glass, fittings, floors, etc. H. All masonry foundation walls above grade shall be finished with masonry paint to match existing. 20 February 04 13 DIVISION TEN SPECIALTIES A. Bath accessories shall be supplied and installed under an allowance of$800 per bath, to include towel bars toilet paper holders, soap dishes, toothbrush holders, robe hooks, medicine cabinets, etc B. Provide allowance for central station type security system. DIVISION ELEVEN EQUIPMENT 1. Ventilation fans at baths shall be 300 CFM by NUTONE. 2. Appliances to be supplied by Owner and install by Contractor. 21. Install appliances in accordance with manufacturers instructions and approved submittals. Install materials and systems in proper relation with adjacent constructions. Coordinate work with other sections. 22. Provide 1/4" copper water line at ice maker. 23. Test appliances for proper operation. DIVISION TWELVE FURNISHINGS Not Applicable DIVISION THIRTEEN SPECIAL CONSTRUCTION Not Applicable DIVISION FOURTEEN CONVEYING SYSTEMS Not Applicable DIVISION FIFTEEN MECHANICAL 1. PLUMBING A. All work under this section shall comply with National State and Local codes. All permits shall be obtained and paid for by the contractor. B. Branch Water Piping shall be type "L" hard copper with sweated fittings. Provide anti-hammer chambers on all supply lines with provisions for drainage to renew air 20 February 04 t4 • f cushion. All piping (except in cellar) shut-off valves and necessary piping to fixtures shall be concealed. Exposed pipes and all cold water lines to be insulated with fiberglass or foam jacket pipe insulation manufactured for that purpose, banded as required. Mains, risers and piping to hose bibbs shall be 3/4"., fixture branches shall be 1/2" diameter, piping to water heaters, humidifiers, etc., sized as required. Exposed piping in finish baths. C. Piping under slab and/or through foundation walls shall be 4" extra heavy cast iron, asphaltum coated. Provide cleanout. All other piping shall be solvent weld PVC or schedule 40 ABS, sized as required. D. Hose bibs shall be located as indicated on the plans, and shall be rough brass, frostproof type. Provide shut-off valves with line drains for each hose bib line. E. Shut-off Valves: Provide at water main entrance, cold water entrance and hot water exit from water heater(s) and at all fixtures, appliances and equipment requiring water connections shown on plans and/or specified herein, gate or globe type as per standard practice. Valves to be brass in utility type areas and chrome plated brass (stop type) in finished bath, kitchen, etc. area. Provide water tempering valve at each water closet. F. Provide piping to shower hot and cold. G. Fixtures to be selected by Owner. Allow $200 each for all vanity sinks. Allow $3,500 for "Jacuzzi-Tub" in master bath. Provide CADET 1117" EL 1.6 # 2216.143 toilet w/5324.019 seat in other baths. Allow $600 for toilet in master bath. Allow $450 per tub. Glass enclosures at shower by alumax or equal. Use AM. Std. cadet fittings. Allow $600 for pedestal sinks. H. Contractor to give Owner a list of plumbing fixtures which are included in base contract price. List to shown Contractor's net cost for each item after discounts. Owner reserves option to substitute items within this allowance. Contractor will notify Owner three weeks before fixtures are to be ordered; owner will provide Contractor with list of substitutions prior to his placing order. If substitution is requested after order has been placed, all cancellation charges will be deducted from allowance. If total net cost of fixtures is less than the allowance, Contractor shall give Owner credit for savings. If total net discounted cost of fixtures exceeds the allowance, Owner shall pay Contractor the extra cost. In neither event Contractor's mark-up for overhead and profit to be adjusted. However, if substituted item requires additional expenses for installation, Contractor is to be paid for these expenses plus mark-up for overhead and profit. 1. Provide new gas fired hot water heater for addition. Verify existing gas tank capacity. 2. HEATING & AIR CONDITIONING 20 February 04 15 A. Add new heating system consisting of two oil fired hot air furnaces by RHEEM, or equal, one zone for first floor, two zones for second floor. B. All work in this section shall comply with National, State and Local codes. C. Heating condition in new space to maintain a uniform temperature of 72 degrees, four feet off floor throughout new space with an outside temperature of 0 degrees F, and a 15 mph wind and a 15 degree differential during cooling. D. Cooling system shall be designed to maintain a uniform inside temperature of 74 degrees F dry bulb with 50% relative humidity with 95 degrees F dry bulb and 75 degrees F wet bulb outside temperature. Design conditions varying from the above shall be with the architect's approval only. E. Ductwork: Supply and install all required ductwork in accordance with SMACNA standards, galvanized sheet metal, sized as required. Two inch foil faces insulation on all ducts in unconditioned areas. One half inch acoustical liner in all return ductwork and within 20 feet from air handling equipment in supply trunk lines. All accessible supply branches shall contain a volume damper for air balancing. F. Provide and install all necessary controls for the work under this section. Thermostats shall be day and night weekly type, one per zone, locations heating/ cooling. G. Wiring for all work under this section shall be by this contractor from main breaker panel. H. Venting shall be provided and installed with N.B.F.U. rated insulated or triple wall metal vent(s) in location(s) shown on drawings, complete with fire- stop spacers, roof flashing cone(s) and chimney cap(s) sized as required. I. All in-floor registers and grilles shall be wood as manufactured by Wood Ventures or equal. Distributed by Hoboken Floors (800-222-1068). J. Contractor shall provide architect with a marked up print of floor plans showing all proposed register locations, and horizontal and vertical duct runs including sizes. The ar- chitect or owners signed approval is required prior to commencement of work under this division. DIVISION SIXTEEN ELECTRICAL/TELEPHONE/CABLE TV A. Electrical service: Upgrade electrical service to 400 amp. Include separate sub-panel for pool. B. All work under this section shall comply with National State and Local codes. All permits shall be obtained and paid for by the contractor. Entire system shall be properly grounded 20 February 04 16 r „ and where required a certificate shall be furnished covering the entire job. C. Switches shall be LEVITON (or equal), Silent Mercury type, color: white dimmer switches shown on plans to be 600 W. slide control type gang where shown adjacent on plans. Height above finish floor equals YO-1/2" to center line unless otherwise shown on plans. Provide exterior type waterproof switches in exterior locations when switches are outside. D. Receptacles shall be LEVITON or equal, duplex, grounded, white. Height above finish floor equals 12-1/2" to center line unless otherwise shown on plans with a+ and a number in inches adjacent to outlet. Special receptacles for equipment as required. Exterior receptacles waterproof type with gasketed spring caps. Floor receptacles, if or when required, shall be Simplex type manufactured for that purpose, with brass cover-plate flush with finish floor and screw-on cover. E. All switch and receptacle cover plates shall be white plastic. F. Equipment wiring shall be provided with separate circuits where required. G. Provide all circuiting as required to all switches, light fixtures, receptacles, equipment, etc. H. Contractor shall provide telephone and cable TV lines with outlets as shown on drawings. I. Provide hard-wired smoke detectors at locations shown on drawings. I Provide carbon monoxide detectors as per code. K. Provide allowance of$150 each for sconces in locations as shown on drawings. L. All recessed incandescent lighting by Halo. Owner to select trim and baffles. M. Provide lightning arrester/surge protection at main panel. 20 February 04 17 3c)yIq BY THIS NOTICE OF DEFECT THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 on the application of upon premises of CUSTOM LIGHTING OF SUFFOLK INC. EDWARD SALTZMAN P.O.BOX 1698 420 EAST 54TH STREET APT.#34G MATTITUCK,NY 11952 NEW YORK, NY 10022 Application Number: 2031001 Located at 1615 ANCHOR LANE SOUTHOLD,NY 11971 Section: Block: Lot: Building Permit Number: Regrets to advise that the electrical installation of the stated premises is not in compliance with requirements of the reference standard as set forth below: Item Location Description Reference Std. closet lights 2nd Floor exposed bulbs in closets 410-8-13-1 device boxs 1 st Floor boxes recessed to far in kitchen 370-22 wooden area This notice of defect is issued by: ROGER RICHERT on the 13th day of April, 2005. ns11 SOUTHOLD,TN TOWN OF SOUTHOLD P.O.BOX 1179 SOUTHOLD,NY 11971 Paae 1 of 1 BUILDING PERMIT EXAMINER CHECKLIST e DATE REVIEWED: ,( /,ti /04 APPLICANT: Aue. & LAME, DATE SUBMITTED: jjW/04 SCTM#DISTRICT: 1,000, SECTION: BLOCK: , LOT: e-1 SUBDIVISION:ww4W A./wy/5 ADDRESS: I��� c��oR LA CITY( fu.� ZONING DISTRICT: ��ONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/ C/0 Z- , INFO _ � -Z/C/0 Z- , INFO BP -Z/C/0 Z- ,INFO ✓ /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.logrubon,'CREATEID before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ! ACT. LOT SIZEA a" Q. LO O_V ��)6 ACT. LOT COV. REQ. FRONT . PROP. FRONT REQS h /3 ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: /ol ilk ESTIMATED PROJECT COST: A<HITEC NGINEER: WATER FRONT? DESCRIPTION: PANEL # ' FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH T: YES oreo BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y o6� NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: / 1 PERMIT #: SOUTHOLD TOWN TRUSTEES: r� r DTE;�4; y/ PERMIT#: STFrS TOWN ZONING BOARD APPROVAL:uDor NO DTE,,. ,d Lj /_ PERMIT#: 5-5aG TOWN PLAN. BOARD APPROVAL: YES or DTE: / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or I� NEW YORK STATE CODE COMPLIANCE (SEE PA ES r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: U 6 SF FEE FEE FEE 30 1. ( 3� SF)- ( 1 V SF)= �.�� SF X$ � _$ 6 b 09 +$ I I'D +s _ $ Q) 2. ( SF)- ( SF)= SF X $ _$ +$ +$ =$ 3. ( SF)- ( SF)= SF X $ =$ +$ +$ = $ FINAL TOTAL: $ —0( �J NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120 Seismic Design Category: B Weathering: Severe Frost Det Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES od Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENG RED/PRESCRIPTIVE FULL FRAMING DESI ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS: Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DE*D: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND,060R SCHEDULE: MISSLt-,TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: LIGHT 8%: VENT 4 . /N NAILING/CON/RN : Y/N MEANS OF EG PLUMBING RIS LOCATION OF UIPMENT: Y/N TRUSS DESIGNCERTIFICATIOENERGY CALC TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) COMPLY WITH ALL CODES OF DO NOT PNDWEO WITH 8 — � + NEW YORK STATE i TOWN CODES OF FOUNDARAMING TION Q ' APPROVED AS NOTED EY AS REQUIRED AND'CONDITIONS OF HAS BEEN APPROVED. -- -,�-_� 12' p GONG _ DATE: 6 a? B.P.1 X04VIA 1 K' -3 -4 SOIII114Ap1DW11>BA — V FEE: y BY: ��7 SOUIIIQDTONNfNA1MNGfID11D NOTIFY BUILDING DEPARTMENT AT -T Q I 765A802 $AM TO 4 PM FOR THE UNDEAW REQUIRED ERTIFN;A'I , IQ' ,�` FOLLOWING FOUN1. DATION REQUIRED ,e//A (LY.S. BEWIIAED N FOR POURED CONCRETE �+T/(yy�� rr/����++ �" N �Y'N " 2. ROUGH • FRAMING i PLUMBING 1'LWUGVI�G� 'j0 3. INSULATION COMPLY WITH CHAPTER" ' - T , _ . F- ^•,,. ., - - . ' . I - — -1.FINAL=COASTRUCT -MUB'r--- _ • i - „> --,,*. - ..�' - , - i,., k I fOR ---F D DAMAGE PREVE BE COMPLETE FOR C.O. SOUTHOLD TOWN CODE. - �; � ' Q .—_-- --- --- - - --- ALL-CONSTRUCTION SHALL MEET THE • Cp-P.�F/L SPPGe: - - I. -J ----- — REQUIREMENTS OFTHE CODES OFNEW ETAINSTORMWATERRUNOFF ly" p Calvo. SLAD ovEK -7 '2 a YORK STATE. NOT RESPONSIBLE FOR . 2-G_ vPPoR 6aRR13r. WEIZ '15�. 4aMPr Flu•, . __ — - +— — _ IGI�LO T ERRORS. PURSUANT TO SECTION 45 OC r OF THE TOWN C ?a _ — — ; PLUMBED CERTI TION ALL CONSTRUCT SH&L' " I I C; ON LEAD CONTENT, FORE MEET THE REQUIRE EIrTS OF THE Ig �eNfr I �h IoW n�� \ - CERTIFICATEOFOCqf ANCY CODES OFNEWY STATE. la:P! P 7oP or Pol;0 }. SOLDER USED INWATER ,� @ AND 1„uNu, I --f �r � � - - SUPPLY SYSTEM CANNOT n i I 1 EXCEED7/tD 0F15G LMAD--- --PLUIGI — ,. ALL PLUMBING W TE I &WATER LINES N1 ED { I I �0 •• I TESTING BEFORE CO ERING pCCUPANCY OR PSEIS UNLAWFUL CERTIFfC NOF STS q• WITHOUT CERTIFICATE: NAILING a C ECTK�S + s 16�/1466 M '. C3) rt- - _2 x I do w I. T-- � 1— -=� -srL Pr., I REQ IR _ _ PF OCCUPANCY Sl5"fGlt -.� LJ' X � I�/Z" $Ti -- - I TL - STA A94p .C4 12° oee, -p,LTEP-RATS LL . I3�1'WE•6h4 COWMIIS, P."v SHOWN, GN •Is7Ir+Cr MINT 1T- 3- U - 4 i : l � xu PaavibE, d=x2, M F I I 'p6Z[ss Ro'ge. a .. s 1• / �'PRv lOE 'p- 1/*_ 6. D� 0,C' I '� - I� I r- - --r - - -�r%45T. M pGH, \-y- -• } 1- BDVis s'fAG.4aAEI o : . 3x2 A Z Q" p ('006, �r t VA RMoP— I `%• r. P _ PPF 1- I pEVlo, x%151• � I ," 1 � � CAM P44TRp FIW ` +-- - - — - -_ -. r-- , $1l P,6m44. Foi)40. WALL 6°1410x" w I gg5 P,CoN4, — - CL I .� ; ,e .;- .S .,r. � Pm-r1No w/ (4) 111 5 6AK5 PC, �� aPPrn1 + -- - - - IN' Pa4-na r AHo Co 'for of s 3 Sw6T su 4, r� "�� ---- -- - L I GI�PHI� k�Y • i �15T I I�6r Wa Llh r1OPEl7 WALL6 tH� I R�Hlt�l G=�71PIes - lrt ,f THE JOI=tF1 �YJST hUlr �oUN0a71o11lFoilrG ANO 13EAM5 yj`aFoARCH/T f — d�I�� I �� T W` �+ oaysA TDOE q suPPIle ANY bnolTlo �a� F v rM ' ReFs t� YI+� flt'w AoUITIoIJ.. PROPOSED RENOVATION FOR . ANCHORS AWEIGH SOUTHOLD , NEW YORK i 1 WILLIAM 7. REESE ARCHITECT rr 1 631 283 3 $ 33 y !,A •�,- ,- y DATE: �'{-d� , .SCALE: REVISED: '�. -I V � _ 2 - N % T I V _ 1.09ROUN7144 (3) 2)((o ?L�• Pax N pocTa"ps 5qK s1K, cam— C•U _' t!; . ABOv� i' Fpq. u� ' Va. 5a P'EwW (TYrJ . . $ / o v11rFr I r y� o FWG- 1(.0611 -+ , . �LISGN- g4m s 21 K I I B I.V.L;s µ11j2" 5Ti P4: 6E141rE.R WINS'+ :. OH pRoHTco 44 t- -- -- _ - I � I . - fl. sN pl+yrssior4E of m � .., nRaN p a - f L4 U I ® ' �fiFvuaolrl �31 �x� I r I P� vJl�l/y xp�,lsr� lz e;c: srrns_ewlo .. �2�_,'1�'s}_ sIST6RWITH I/R.` ' a LI�sW': r7 X' II l8-I vt 7 _ yl G//0TYPIE WALL W. Z N r o P- -TYp E.xT w L '1FLo 14 ++I � 2 E Ga _ 3a ♦� :� rV" i - 1� r Z / I d W CATNER oYEV- 15dk � U1 DJflF 1/2' EXT. PWWoon ovol- [f1 ;1 vhrn - - - -- 'vcH F F -LG D.E_hL I A P- - G E _ 3r - II . 1 - / a 1 �al„pri MIN, T�AGK. --- r J I_ _ ��}'� P LONLI• SLAG N c FWl�IM BM tl�]I�$a1P ' 611 5 : L, z I (o MIL, VN'o P✓ARRIEtL: oVEp- ' 'LI•�rl ' O � 'M. j/ P4 - I' Tj_ s' --- , A I . _ I llj - ' Fal oll ( 1 11 f, . S6'( F (�. pfs1EY U 4r I .1ti - - - - r f JA I -r-L-A.y .rL':O_.O ER, m .k� HUU. THESE - "+/4 x¢" gT K, UNIis �j LEUAP• pil nrAl I - - - Ip' n- - -} o IG" (V,Irf,.) - . EY 'sFrlICr WALLS - - -- - - Wa+uSMaVISn `rel: &F 441jw -THAT 114E . - - � i . - p9�rING F4�MIhks, hll�D6n-s,� M�NAI}ICA+- .• " - �ST6M5, E:uEdF(�-Ic�L'' Sf5TE4�15 1' IFISUI•tiTlol� fJoRfH Go Au- 11z�M�N1Z' o� 1H� NY 3tF7[ S�µEoAR,& E 0 PROPOSED RENOVATION FOR ANCHORS AWEIGH SOUT'HOLD , NEW YORK WILLIAM J. REESE ARCHITECT - - - 631 2 8 3 = 3 8 3 3 ll7 0 i F _ , a s _ �. . , .. .. , . R .- . . .. .,. .1 , gin ' - _. t, v ,v,.. ,: ... i -.., :I i_ � .�i .. -. i .r. . . 9 S ',., aV t, ..,� Fx� -, .. .,, - �: -•� - tl _ \ - ' _ � - I �wk�((t � ti�,"k'4'kn ki ' � . :._,Y 'a"r a,° �,.�a> 1 '..�, ,_' ''r�✓,:,.- -`. . ' r: - ' ' - -. � ��n� ��1.�*�.. .. - a' t 1 , I 514, ILJ5" _ WiNiLbWaM- fy 19T WIFIDPW-/"� � - a —IT — �a B+� - _ I I }jJ 'iit••".-- � i-i IT IT 10* Ti ,(p" -�I_p4, 'IN roo T. k ' l'bI.4 a •2 Ffi ` I yi 1 lV.l I ° �- GEI-E'T@F WINCJoW ' IL - !ate nil WINPOW %LOW IT T WA L. ib`o IT - G�FIT�R �loT�y�HE�.--IxJaWlNrows P&OP' Y sFk"lp 6N, rF �NiRq - I P0c � _F�vjm4 Evzeo ncci�,r - I - fes• IY/I � �/ - ..0 OTT PROPOSED RENOVATION FOR' _ ANCHORS AWEIGH SOUT'HOLD, NEWYORK, Ik• WILLIAM-1. REE SE ARCO-rtECT '- 63,1 233 ,3 833 ., Y1 ICK'-1 � r - .. :"' ..• �•• _.- .' � . c. I _ ' �_,Qr�FfPLT V.ER GSIFkr - ^,pL112.4Pi W[4 DVOL- n n Ixg 1,1, PINE FFSf:I,A . �' i � - LJ � LJ � _- - r�'4' u•slurr t I -- I 7- LJ i ' L tl _aoU. TRIF, A5T G�t,FFD ARCF'•FT - Ff 9T OF-NEW A00 ANCHORS AWEIGH , � - SIO UtUOLD, NEW YOPK WILLIAM", j REE'SEARMT;EC.I 63V 2 $ 3 3833 , FTTI ---- L-1 L-Lu �� 11c.K- 4AMrlEJ( - - - - ------ -(news soicry a f I I \ .`RED ARCH OF t1EIN 0 _ � �y� �y��-per ♦ - .- ,. .-_ ' � - _ j PROrAl ;c4ei�YY�#TIQN]FOP" ANCHORS ANMGH SO TI3oLA, NEW �v V 1�,LT A M j., *g 9�E�. �kjkA6# 1 + Y. K° 1631 : , x8 .3 -38.',3 :3wl ! � - r k E .tai :. -. _i , . ..,., I '- .:�. .,,. �. .,. � ,,, , c. • �. :a�-' - -„ _ r ROOM �d5 5 T' 1 Fl OF Y. J� J - pow _� - X� SIT PIS + I l l - 1 " 21� �.. r s _'"tXF I: =LWNY -r _ - dST,__ kt7G ff$. EXIT RF—I I- CxL�I;__9P5YH_ _ I, I,_ Il Fla " I 4m' 1 3 - � - - 4 } - I 7 7 j , kPIG^te fl,,*fl,,* AV*vr zw t� _ - ri lc,� ys. auex I } — �EV7 o9' R V2" Eft G H / &XB GOL�I R PLfW00R_ ., . I a v a;- 0 0 - w,pisI nsrgl� cl�seT HA bx-m i�IAsfex °W���oH '� WPB M�HHu�NE g, 44 3 m — �acoWR I fi�P df~ Pw�TAr N5ur4ri - - - - - -- - . '_._- --—,,I --- - � (p�?o•^f}I'E 'vfBA-fN6YZ'/ I. S : 1200 pew , 5131h . , 1. hIG� pta7H II � - : .l MI t y �?� ecle:A�, Pu�r�;oUw T�nMI t F��hl ( sM�llrqNl 'e "t :r�' �tk� yv Y A B4� x'fi X2� tEREe AqC �� � •'- , � � , CR"$ t tC.� � tliG.' vis '^n,'�T wl� uPcu. nN0. va oil - g/,,; L W�I tip} II Y �;� .v r "I ' ll, F, ,,, , . � � I �- I -IF- t- ----,--,- ----, --.-. I � 0 . �,,�!L", --6jT-'- Z".- F,, , � , , If , I I f - ,F F , . F � 1� I i L 1:� L . ,T I I I - � . ,'T"LN ,,,� , , ;""p �',� � �L I -1-LL-tt, L , [ , , , H l�f I FF, , I I I., , , --, "I , �- -I , I � F�;1� . I 11" 11 , � FL-, I � , F F, ,� , ",-F,. , I. 1,� , ��� 11 I I - I a I I ,, � � - '� � F �7, .It, , ,L-F,1, � , - ,� . � - I . 7 I 1� . AW,F 11L -1-1, "' , , , F � , I[,:; i, , `F '. ,� 61 � I - 011f, � I , ) ,�i�el , ,-......�JT �,"',F,FF,o� .I -1.I�I I L , I .; -I , � ; � , �P- rn� ,- NIA I F ��, -I - F� F - - , , ��' r T, I t, - . ., � - , i - : I � : , � I I 11 F i , , 7��,L, I FF �41(401,W -1 -�W)�P�,�*--,C�4 v�!L,`�., . , ,,, I , ,L , - , , , I .� .1 � , , F 1, � ��, ; � I . �F t F � , � I , i -: , F!:F". ' � - �, ", I 11 I � I ,- t, ., �L � I 14410"I , - I Jesaggles I L ,:DXSUW, � � FF I 11��-I F t LFF - . . - , �, I , - .; -�,-- �, 11 � , I 1 � F1 L, I, L � - L �� .1 LOAD , � liow L - , CATROOIM I 11 I I F, � I 11 F , - � T', �� .L , I I 111,ILL �, ; , , , I �A§FiT:fr,��W-�tL-,','-Y XL�� F . � I F, - - L, I � , :, i � F, I � , . �'- ,F : 'r V ' " �Ilsyaaaea Decays , V � MU&dd I :I I I I'll - I 11 I � � I � I I IF -, , , F-:, , F � �i - 4�"F I 1 1120; � IWAiLS 1 1 WA�� [MiOLHI, I +0 M F I , -,:;-';?�,�-.,�",'� ,� "� t'', FF .. I , I I !e F� 1K+PLH1, I F 11'L F , L I 0 ,m,"�Llf, , -1,", " � , , , - - - ) LF I Z,, I I �A ZPAIA, 11, , � � F 7 �: � � , � � � , I , I _�� I I ,.,L � , F � ,�, I I I -� , � I : ., I i 1, , i a V44� 15 1 1 1 - ,��L.L,�LFI_,', � , ,I— ,L;'-, �L ";,I ,�,L,-' '',I'F ' ' .I ,,,, � I ,,, I 1� F F % I , For SI: I Po=d I ,Y IWTC fcrbo* , ILAN , I , : � � . .1 % , I , I - I F -I � . I I , � 4 1 1 ,, I I 11 � �, , �T.......1 .� '�,i,�L . -', , I 11 � I t IL, L , ,- L ,,- �L, 1 I ,-,,, F, -f . � I , Z I I I I I "Ov;,ohirlbag� 11 .. 11 I I I I I � I , � i 11 I : .� I I I � , . i I I . I : I � � F, . �, ,� , , ,"L ,F ... - , , I , � LLI �� I I� I I moyrospiefflo � organuour Bob W"ii,*tbommog�tmqwm.chtg"uo..icnewcpdmuswhum �� � 11 1. -� /7-1 I � I � I : I li I � ", r , � A � ' L- , , , " i, I :T , I , F I 1, F ri 6 L-0 I I .I _,,-,��F;':t'�;L L", , -I -,;",�, , I I I I IL, I , I F , I L I , �L I ,IF I, _ � , - - � � : � , � I I "HbaSWjq�wi*UA, dicturriducil 09-the Weelicriosproblability map[Fivato , ,� -�.- uly I , : - I I 11 � I , I I ��,F L, - , � I I - InAlex 0-4 ,�-Nrbk., or"Arantam, I I"0-41, 12" 4214- , It - 11', IF- ,, rLT I � ' , ' _F - ,' L -)forookmt4si 1914, � F j I � �,L�T',-��,:��-,I � L� �� A ,�L, F I � F�,F�i� I� I ,, : � �- , � , I � � � � " I I . I 11301A!1)�U@ units shall be AA;hASTMC3%C55.V 11 il , � I L I I I I I� F : �� I T '.,,,.'� � , ,F , , , � F : - I, �L . : � I . I . . I � I I I I I Plabror . am In � ,62,C 73,C 90,C 129.C 216 Or C 652,i I \ 1� I , .-� � : . I ,,T"F� 1`11 I 11 I F - � I I � 1 I � 11 I. I b.ThetWhoodoothANW, . . I� � " , . I infigive MMI(I)�Thejriyl�oa abrall fig'in dialmoifte depth column with ftadalmum I �, I "", I -, -� � �4' " - � 1 ,. , ir + L � � I , .� � � , - � I'-- F. I -11 - - - At � I 1 60ft j�0 ow. /0 I 0'e" a, eq-4 1 1 , , I I I i , .%-I "I'll IF- " I � - .1, �,F " - F , -,-F I F . ,�;� ;� F � � L -- �, L : F I � I I � - darouldfleatbusbeloWflidoft I , , , , , i I a L � I F . I I . , 17 LL ,:, . I L I - I � - ,�;,4,Ltl, , - - F � � ,� . , I G " � I I � I I 1�,��P5.��L?,N,,X, �.""G!"b"L � I '�tf- �. 11t6p, ":,;La I I C.Tbe*WWM"Soin" Of 10 aii*�""Allgif tortur �"-naotp;iigbr ionow4at=wt'thlr,PM /-N I 91 $� . I �-1 , - ,j M.1TL,#: " : - "t-,-, ,� ")FF , , R3014(6) ok*hsdw a Of � -� : , 1�4,61!4o I I! F � I � I � , , "I ,F ;1.1 ��,-LA- , -, , r.� - ,: 'F", F,,,, � , � � - : 1 i : I - , :, , . F I 11 " I � IF : i I I I 11 � . I I I � ; � Aw Poeg" 4 611 I �� , I I �� C 1 --1 Z,1,1��111T , l,� - - �,� � � F , I ! ,� I I � , d.nejuniefficams"fillhatho ofehe awhl i0t1OmOdOrdU�"Ur"1UDMoOsI inaccoribrineowithFileuve , � I I lbkvlw- '10 bt owfulev WI-lH h$cl I F 'L _Z�1, -� , " I � the � 1110 ight" ----111-1-1 If, , I - . � I �, � ,�_�;""FF' r"T " �;� , 71", � �'�FLFF-�"�"'�LL�F' ,�'IL, F - � , I I �j I � I (+) Qt) I ad,m Ho�4 R;�I " I -�24� ,t',4 L-, - I bolloaWbodauthimle"Issmi . I I � 'L�4 I A""1T'1�j,T ,k1 I � " �, , : � I I � ,�,,, q ��,-:",4,�t� ,,;'j,fVtj'1 0 1 , ,, � A' 1 ,L1 I FF I F ,' - . , � L , I , I -� L � j 1(�) I ! it - - � �g,"�r L� 'I It,L�Z j F --�,4 1, I.", , : , r I L'� �F - it `� L �. FIF , I . I , , r � � ;,;,[j:"k .�. F`,,�,1r,".'*L'T54L -+." FF , , . I 11 it, I , �L` xw", ,A5.FTF,T��,�:�,`L","�j t - ,,�F _� I I F I , , C,rhajusindictiousholifill in this m"bacalcarlad map[Figlare RMI.2(4)].Wind expricurn,category"I be dow- . � � . Tp�,, ,;-R,,�', �,�". ,"j" � I ��Lt:� F F I . I I partofilratablowidithe I speed I 1 .7 , ,. LF _ ... L I I � � I I I ,,, ,,Tj ,,r,L.,- , 'LL, LL -"'F" '. ��L, � - � F ; L ' L � !?tdd�raj� �ts in accordance with floodon,R301, . . F I I I I , _ . "',, _�,",Z""L. , ,,,� 11�1 �, , �' -F 1-1 -, ralleraintie3ola.1,. r: L � I � � :� �1 1 I -�4ie W , VL t-� ��10�, ---T -F L r: ' L F��' ' ; � LL I � - . -_ . .. - I I I I I � I I � R ill,�F W1L-j',L�'S,;L,f;jg., I 1-1 I I" , - F 1 I 51~0 46 -nj, F ' - � CO.,iffe. � , � i � � � � I I �� - , , ,TTL......,L- ' I -r ,, �, I I I � rL ' ' �' I � , � RL AN i"th!$P=t*f AM 18111CM(ithdieSCiffluk PC1j$A C160801y4thandiried he 1. . t 11 9 . I �i � � 1 a ;'pl"L ;'p,'F'j"7"-'�',,V F�If��,"4 -�, � �_ . - - ,,�: ,MgO � L , - � I F -e , , --,; ,,F, , _", , g tFT?,,1�,�,:�k�j., ,,",,t,F., j _1 _- �LF ,�,,,, ,F � , .L"IL, 1 1 J4,F% OJOK Cum W14 JEA , � .4A ,,,��r:lq�' t6.��'!, ",fl '--" F I _1 � , " F, r"Lj l-,'"'. I I � -.�I 1-T, I 11 r � !0 I I I Iscartry into theNatimall Mwdl�PmgrRm(dateritadaptim offirefirst : � . � ,� , i L� ., �;S . , �g , , 10" ,`Te,I f,�IFT7,L',1� 1 4,1 ,1 b TheimUdiction'*HMlin*WpUtQfthetabler%ith(a)tbed&teofihejwisdittiW I I I I I F � T , FF"L r- I �,�, L-111�1111 - I I . ..... T'P, ,- I .1 �,� , ,-I �] k F; ?� ", L,:'i C� ,� , ,in FAPT%06.+ -0 V. � I I � I I - T. . , -,,, , �. "� - 'Vi, . I 'I, -, , , � � I�, 10 - , 1, � , I :LL i L owe or ordiantoefor m&ra&czr=At of flow bazard sniss�Mthe daicial ofthe curratly efrActive FIRM ad FB%mrods; Adopted by th , I I - -1V - -f-FLp,ZP,-�T,-�-,-., - . , I , �, , I I , � � A I I - ,r! M�T�54t,4,Z,9� ,,L!�,'� ,�'I, �. 'L� F , " - 1 � eFffecalturzerimag �L I I, -�14 , . I TOLF rL^Tp- - I I � � � �, 'jj,,�L, F L - . �f�- 1 - , I I � , - �- SWL-�, � ,, �Tr"rjo * L ,,, � , � p�`� , , . T- I Arlity,awmay be sonended. I L - I , � 1* - 'LL"'� L7- `�-�' �l"' - ' � - - I "', , � ;� F F . .. ..... t ' .� 1 11 I I I ,. I 1; L I I , , I,,F,�%" -�, -,'L�' Y�PZL%�-Ml--�F--Lr�Tff�,'-`,A,!-��L,-,,L,- � �, fl,�: ' , F , i F I �;� T I i guncR3012(511brgroundanewhieds, , ' T I I tj : I - WN�V-4�il�- 144tW 5r4t . 11 - I 'rt ,�LL, I . � ,t, � ���L"', FL,�4, 1 � � I I : L I I I r -Ir"'L�,ILL�-�'�-'� L -�,, ,J,.,V�1-141 ,, � TF-F - �, � . � - � -L :� i �- � I � I I I � I I 11 � ' �! � I 11 - �"L L -IFFFF LLI,,� L , e j, I I � � � " �', ,,-' ,�F...... 1,4, L F " �4F,��,, 7.F I V, Z�,� , � , � I L--F � I I , , ,F I I F � , I�11 , I I I I � L - � F, I I I I � I ZT." "1,3.;,�"" ,-,,�L ; ! � - -,i ,, ! I ��F 7 A F.,-,. 1� L� I � o � : T. , I I I � I I I . I �F, . , I � . I 1/ � F, 1 I I I ,�-"t FF L! ,�_�J�L�,,� , W5,2�1,�t " -:,�t',.w, ,-, "" L,,� . �' � FF�:' :�e � ' F�F '�, L I , � I , , FF,jit, 2�,� INV L �-,F�, 1 �. , L , F � I , I - I L'��, :01 I , � - I � � I . I I I I ! � - 6 - Q �:� � � . � � I I , I : - ;j", , , I FF I I" F F,', ,i i t ,g 'I , , W " � � . - I I I I A�-----,- I 1 � � I I I L , J %141�'M,T ,,:;,TMi!��:,rl L, _,qK�'P ii,� I , +� �_ : , , � r I � I L , I , i - - I � PRe ,+ w4e ry I I I � , , ,-,�, , _ L, _,;, , , 0� L, F �� F " . I - I , - I 7r , -1 i �Wr�fi--,",,L��. -'�TLL',T� 11 ,� "I -- , , " I - I � F 1 -,9,04 tl!4�, I � L , � ( � I I F. L ., I 1F-.-'----, i", ",,Tr,,-,7i`--11t�TT:;,,� F � , . ,ZL1L,;1'- "- -FTILI-1 L�i'- 'L , , - , ., _��ti ,_��,�, L�_,,�� __, '?-, ". . - I I � I � , I . r �trA�' � � Kefe-kPMYA)7- r - - - T"',�IL'-FLF .1-1, t- F;r- L, F , -- " -, g, _F 7 L , F I F � , ".1,jF-,� - -L-L ;, �1 -L�' F� � � ; � L o'% . I Lit, F � , I . i, L�" ;(� � I i ,,, ,F, � L�, 1 - � - - .T , , I I F: , I � ,- I I Lp � . I I r I I � I , t".I �'I$Z�L�� TF1T7F,��'&�,!,__.�,"F �T,, ' '���'1-11-V . I � � - I . I I � I � G) 'LLLW 11 r1r.0 4P O.'r. 0.094. � � l� ��L,A�- ---'L � � ,j !, 1 , , L� I � � I � I � -�,� I I li� � I . I I -- 1. - � r �' -, I ME � L:,,r, ,�, �,-nF��, ��,,�'[ Ff ��` -,� ,,e j, F ,L F , -F- ,�, I r . I , I I F I L I i I I . � I �� :1 F7�-I-,fL0VTL- I � I , � ,I - . I . �, i. . . -L � IF � 4 . � I � I ] . I i I I i I - ,I! . ,,tF, ��!, f. - !Ft !, FF � , I I I I _3�L,I, . F I I FF- , . - -1 � 1� I - I I , r ' &�, I . ,� : I I � ,� - 11 T - - ,TLIk:L -,-:_F I � - - , + F,-", - � ,��LT, � � FF "' """-" FF. ;T11 "'��,--- .1, I ; i . I I � _._ I � L . I , q ie -� F - - it , F,--.F - --Al:i UFMA IW,",'�,�"Al�i,������,',,,��";,T,;",�,7, - L .L�, ; ., P�,pg,%ILI-Lollj" . i I --,-. - ---- I , , L,f," , t�L ,,,,� I .1 � POLL 44, . I ,� :, ,�f ,, I � L - I I I Y , F . 7- -------�" 3 ,# 'O'C' I I � I I , I I ,I ; i-� I 4- , 1, I � 4 ,T'L!�� 'r;��,+-' .I,� �'�FF F F ::_, r �� _I F : I - � � kzf, _ ;L ,��, , , Fl- ' j - - - ----,---. - I 1 4 . ,, � �', 0, __ _ L I � L , - - 1�-1 .-- � --- --.------ -- I - -11'r ;" ",'�T%�L A'�,', ,Ff,--,�vg" � _, � I " jp�L . � " � F. s�tl,,,�;'1�1 , I I 1: - I I , I I -.- ---- I I I �,W9,11`1�-,�Li4t , r, ,,, e ,j � -T- � _A 1.�' ';,: I _ � ; .....F L-�T', I-; - ,21- L., F1 I � � 11 I I V.V� : C, . - e .",,.��" r - "-" , _', � I L I I , - - " �. - F, I - te,TOF P,L' , , , . I I I I L I I I . I I ]! I � ,,, I -1- 'I" 1, �161 , r., � , _ P --X-� :(4) z F � , W �!, �, I � Ft`-I��L'�)'F 4'-,'.�,'-,L',' L"','t' , , , I I � � I I , _f',�'�pj�',��,",,,-_,L, �.114�, L�j - , --F� I" F [- I I I I I - 1 - - - �L",- + , - � I a- I ,. IT: PL4-�-I�,�? I I � � - I I �� I , � . � , I -r -r �: I � � 11 tLf 7 : ,��,�IM ,�,�':L�, !,Lt, FF , 4 .;Zs% t 99, 40P, P'LLP, rZ - - --- - -I--,.--17.-IF----.� . . -TP-M VWW � ,I � ! i", I Fr . , � I ----.�- - - � I I -F � - - I ,Z L- I"! . , - �`;- F111 :11, I , � , .�: HT' .,o. -, F F, F -, I I I � -!��F , I I I� I F�4ii. - ,- : I �, , �- f i:�T . a C4444 1 . I � , � I ZM M- M4==t:i""1I1* I I I , , � FF '- FF " � RAL L . ,-IL �,,F:,,�� - , _, ,.,-. , L . I.......... r�; FTF- -�� 'L'L' I . L,' ' , _ L I I - . -�� '-' L- ,-_i� --I*-- � I I p F , , - � - , , - -7LP�. � Z-----.-L--.' -""� -� ,��-. .-. -.F-F- ; i ,1 . -�[ -,- ,'��F, I " " - F, L ;- - I , , , � � I � I , , T' I � � �, ,' �,L �,��L-LL; I � � i I ---1-,- ---- -�--- � � N : F �,-V'�,�7t,, , " 'L � IF . I- : I I -41� I- � . 11 I � I , . , 4A ;",� 'F"�1� 4'� " � , , � F. I r 7:,��,'j I , , - I �-i ,� $PqLo, rxy -top 0 Hwox : � � I . � . -�----- - - . - A& -MOR-43- , L I I F 11 � �,4,� 1 -,�11' +�,� j,� . "'. I , I I I I I _ Lj� � 'VL �1, - L,L � , I � j�T I F L :, - I � � � - - --- � I I � � �,,L L _ 1. I- , I 1, ,. r 1, �,#,Nk'. W, q - . . � - - �, , I , I F [ I I I L� I I I I I I F ,,L.� I , L 11 I I 1� F, �V. , - : , L'I I I � I : I LT-L�,,�.,,',- '!r"%'�". ,),I I I , - .;i;,�i , , PaM , ,, :� , , �: ---- . FF.1 11-F I f`;��- !LLL ,,, It,,-1 I F,,F� � - � I , � I � , I � ,- : ,I , � Ffh�, ,� � ,,� . , I ,�FF I'll, �I� "L '" �'�-� ' � ltt� ' �T- ` I � I t� � � I I.. I L� � ,,",- - -, �LjL 1,",1"', ,-F . 11 _' I I I L, 1 � �- , , L - --, i , 11-111 11-1111T `�,�jl ,TL"-' 't", ," 11 11 r. � L I � I , `,�� L"IT, -T� f I I I I IF,,,"', `� T , . � FF� LL F1_1 L � e I . I � I I I � ,v ��:"7 i - f , - , F- ", e�,L;�" ".. , �F I' L'�Ff ' ' I I t, F F" , , � 1: �� F � I � t -�I;';'-�:-,- t��`T-1'�!",�L'�` - ' ' -' , � I I I � I FF'"�:",t%�' - 1-11 �! I 1. �'l �r�j:';�'tt', `(�JFT'��.l ' " ' "" I , ,L , , I I : I� i � I Z � V-"V,2.7Underlay=entapplimtiou.Fwmrslop=ftm 1110105.1.2,11sack slope,WOW shingles shall be installed on . � 1 , � F ,Z11A �Li`,Z,"Ir`�j ' . � F, � I F I I � - L, � F�, $"Ars a I � I I . I � -11, � 11 - - , , ! It I , : I I � I . , 1 '�,�L� ,,"fk, L - . I E - I, � I � I varying in 12 units horizontal I I 11 Ir'. Awllli7M,,�,,ffl,�, I I -, -�' �!-�,�, -%Lt ,��,,,K�` , , , � , � I � I L I - I . I two units vertical in 12 units horizontal(17-pencout slope), I r tb= - I ,��L rl� "I" f. , F � - . 1,�` 4, " � ,L , , � I I LILL, re,,� F� F-F F F,F�T,LF,� 'I t I,,--1 - - L, F - ,� .d, 1, � . L L I I I I , � ,� I , 1 . I I t 1, � ' F 4 i !,.� �,, - I 11" ,�F, I I . ,F-M��'),,F "j:.,� �-L, , � _ .-rl F4 .,,F,,FF -F " F F I I MOTION Riga , I � I , -P%LL15111i`; ;,�, ,;",,L"FT,, L'� ,- , F .-,� ' �L�, �F�, ��ty , !",L�:-,l ,-,, F, , ' � � . I 1, ' L I - I t, � I up to firm units vertical in 12 units horizontal(33-pemenes ' (ZI-pozoes:&1alle) . � F I ,F--, P�"?�Ll I� I , ,'' , ,,,L , � t , , , F��,- � 4'� I ' - : ' : L , I � I I I I �, , I � ! ,� I I � ,, , I � �,R9WHIGMEM FOR ROOF COVIIIIJINGS slope), randorlayment shall be we I ' polled ift 4bo � I I I FF 4r,��,, F ,,_ .L, - F,4,1-L - , `- --,e,,- '�`i��," "T,,.y 1 -" - - � , L-,, L, . I %, , --,-,,%-,,---_-_, � -.4�tL�,:L.� -��, "It 'FJF-1, , , I , I I I � I tl,�,,��L,�,�',��,-;���7? ,,�'�� - I L I L I I FF . � . � ,�Lj , ',�,, "LLf a 11 ,,,,,F ,�,�,,`i� � : . I I ey'"A I Ym"I"IMM where the averat daily -�-'--fF r " " _ !�L,,�,,�i -'�� I : F I �,��,- e,,�. . . L- �lil� L� , � " I I � I � I .11 I I F, 1,� I -F�, � , , , I 1 � j , I ,F t , �� , following manner. Apply a 19 h (483 Dun) strip or L � jp,'L�__ TJ " , . I ", .��F� L � I " i I I : I , : � R"S.1 46 1 � I L -L �', , L; f,,,,�,��,t,�- -L � , ,"T,V, I , ,1 �11 I -1 I I � I � � I Road!swathe apPlIcatfirs.Roof coircring, - . , � L �,- .. IL' �I , I I . I : � : ,� 1 ,L, PT�, � " ,i'tf-�� p��,i',, � - "'t'L� FTLF I I I F 'r . _ ".tL 11 , -�;"-KZIT �, -- -,- fF��,t t ��,"'I I'L �FL � , F FF , ,,,( - I � , . L I F � - I I F I I- I i � in ACCOP(Ance W t shell be undalsyment felt parallel with and starting At the coven temPsmuminJamuuyis2$*F(4-C)MICU,�rwhenUble � r '1 4,1 -FF -�O,�,';, ,, , , , - ;; IL, ,IF, t -�, � I I-jgmu 01 ffW - 1 � I , � I I I 1 1 - - . � I ,��;��,,T�',- , ','Ir " , .IF F , ,F, - � I - I I � I h the appli I � , � .. 1 `4 M1,11, -1-.L:, , , 'F ,F ,Fl- r- - F - 1, I � � I I 1 �1 � I C"pwiswm Of this P301-445 Criteria so designsizis,an ion barrictehat consists � I I I ,1 `4 '," ""t", "Ft t � L , I I Widened sufficiently to bold in place.Starting at,the me, Oflulte"ONOICYt IfOrdielloymalconteritedtogieflutior I � , . � Z't�� L V,�F:,1�"���F&A, -Li'L;'LZ� ��" "-"' ,1111F, IF F.5V 11 .1 11 F FF , , : I -I � L sx,;, : I I . 1 , F� ,"':'j ,,, " , I , ��) = I i � 1�1 F "T.-L"d �k�,j: ,;,4"'���.I�,74,`�, %'��, ,�L,r," 0 1 �,�Tz, TO,�,�,wlii ,,",� �� ' F -�, , � - I I I . F, � . And thoTmOufactmer'l install , _ I- "-,� I �,, " � Z--'�;r�'T ,���' L I I I I I -1 , .,� D " L 'IL 'L."T",��,,�, , , , _ , � I I I ; � ; I ,� �, � , � Orion ifismzAL[Mx. , ,� _ " " , , I � , , . 1, I � . I . . app I F - 1, - 4% 3T'�L�)'qk-t�,,LT �,;J�L,,,", '�� I 'F��' � - �F., L F-, r,-IF ,,�. I I I - � 1� I r, . I I F I I I . I e - � I I I . I In I F ,, , �,L, F -FIL61'v-- ..,.1"" I - F , , L . � � dy36-jwh-wid�(914�)Wlocbofmdcrlay=n�mer. ofaself-adbcring"rAw&fiedWwmenshftt,shBliek. L F, , � �r �� L�� j "" -,Ij�"T�i','L��Ll , 'F,,r-,, ,-F, " � � r I *-- MAW-K,W-M&IL � . I � ,� , � . ',"LF�'�F�!'L�-,F ,M,-`I'f-'�� �`,, �E", `� I I -i --�,, , -, F1 F , , ," , L 4' I : - C W, I I 11 r ' , � '� , �1, F, I I R9115,11Amphisksh".Th.insualla Rof"Phiskidilingle, PPMA successive I - , � , , , I -:",F" � - 2� -W1*-.A:x-6K1& I I I ,. I I sheets 19 hechcs(4113 mon),and restated tend from the cave's edge to a point at last 24 inches(6 1 o r I ,, ,t -F -1 .1-1 1 - , j F. ......� �"' ,� "' '-L� " F ,;',�, I I I , ., , - ,Lr-.., -L --, -- F�"--,-"� F, - L . L . � I . �r, � �A , � � ' 'f�W � F IF � � I F I � 11 . _ I , L- L , 'r",,, 1 ,LL - I ,IF I . it, sufticertly to hold In place. For mr slopen of four"it, I F: �'," I" �, L, � r: � � �t ��I V�-r AT 4 WVPH Or I I F shuall comply with the pwvj me Of eu goolb,. ,,L� , � -,�� ,,��l,,",'._�l,r,,,,,",,"�'.1,�:.L,i",,� , � _, ; �r7' _, '_ 1, I� , --- - � I r ,, _L�Z�'j r &""' -�L-_�� �r�-'LLL'--' 1',�f-: �, � I . $I , � i�4�&V � F ,W' III L F I . F F , L I I ,,�1� L L "I ; : , � I , , I mm)inside the exterior wall Jim Of1h,building.Underlay. .! ,- 1:F, , ,- 11 I I �, .L - .. I : � :. I I I ", - ,-,LF,- _$,I-1�-r, I .,-F , _ ,��TTt,- "L,-Y ,,��,,M,,�,L-P�I�F OL je�� 0?�C �� � - I , I L � , .I I . - . ". , � I . I 1 L: .vertical M 12 units borizontal(33-percurn slope)or greater � �11 %,��j t,"1,1,L�'L,L,FL L I FF!"" , 'I _ , 111--, � -1,I �� Wj T , I L � � . , , I I � . . I I ment shall COnform.with ASTM D 226.Type 1. I I , . ,, -1 , 11 , -� I , t� -- I I �: :�F , , i � � I . I � F � I I � �'; " , q,�,,�,y"F��,-1T,�Ltt PtFt ".1 ,. -,- F T-F TF' ,- -i" ' 4F It` ,- �I IF . ' ' I : . F, - I r 1. I I . I , bm"g MqW-Mn*Asplust;"t shell I , P 11, � --fl�4- ,F - � ' r r I , a I I 11stoo , r�!-T y � :: . � F .I- F I , r , 01111111tSYMOM shall be one layer Applied I, the A,11,wh,' , I I � I,"'�". '�P",.`�,- '�F�j, . ,L ;L, �� , 'Ll �, , , LT -- ,- - I , � , r 1 r , � , I � . I I , 1 I �, I = Ofidly allusithad docks, 9 I F �! � , � �'i I I - I L F� , ,.,jr, ,,J�'O' "�, " ,�, ,�'._' , .-��,Fo�- L,- 'o ,,�� , , ,� "', . I I I I ,- , L ''L RNA.2.1.2lu*mWprcpm�WirAmsiabuOdiuplo- I. . I f i , .F . . . . I . � ." L I .. � , - � , � I . counter. troulablYmCut shall be applied shingle fashion, ICM-7A A1111101411 0"4*nls.Wood shingles shall be or � , : ;,1 ��F, F- ��T F FF,4 ' L1' 3 �#- L ,:I � � -',,'�- L 4 � � , T � I , , .1 - f I �: , L - � , -' , - �t�j � Lr , 1'_ _ ' L; " , F : F , - I I eased be,wind-brorne dclaria reSions 515AU-1111ATC, libind � L I FF; � � - . Mo$.2:ZSIOF�AsptaltsWD$WdW[g*btwedmm,f parallel W AVO starting fivern the cave and looped 2 inches neturallyclurableworid andcomplywithitherequircurentsor i � ,L, � FL ,W.,� ' - � F ' I I . , I I � L I 'i , ,_ _ F -��' ' , "rF -F�F � ;L' F "". , F I � I ; OP"Mp � two I I I - 9" .11 I � � .i1L I I - ''� I � � I - 1 � � � � . ,,F I FF I-V 1 0 F- , IF �R- � - M", , - ; , 11��:;I- L - � � L , ��fbDM wind-borne dolarts Or the build . I 'I � . I . I i . � ., slopes of (51 mot fAmmm4sufficientlytbhold in place.End lapesh,N Table R905.7.4, 1.L - , I LL,, , , I., Mr'l" 01 I L, F, _��t" _ � i �t I :F , I , - .I : I L I � � if I . r I unthavor4alin 12tuslashoreanow(2-12)w - ,. 1.1 - , �MFF��,'�-;L," , I--1�-,j��_L I F. ILIF LF IF F, 1, -r ,I., I 'J � � ingalaidl labidesigned is Boactially anclosial building in de, L' I � � . I F � I F C! - I : I I Z=W-Fire scrof dupes Won two Wall$vaticod in 12 units -MINE P,..W,[829 num). . I 1, : I . :11 I �.17T:�) "N' AMFL,�,,T t`-A,h-,"I-1��,,,,,j,,,L F,- , - �F� 4 , �:�2 , F I , F, � � , Condamine Far ,I . ; � i I - , I I � � I I A V , , , , I :, :; � 1, , I I " I,r L"g, I� FLl,."- L - �1 - , , "' , - - F � , , I I i 0 the Pid1clixg CoAlp Kr I . , ; . I , . ," . , . hOWTOI(2:12)uptof�witxvog"ial2wlaabmiml*. , I :jL, s I' L � L . , : ; I . ' - itpronvoklinklerwhol4imirecalobrisehall - I 1 .7.1 IN P1414ection. In am whom the VyOQD r .": , P."IT -.'�.,LF�JLF� j _ T'Ll�'_' -r1-: ,, 1, F , �F, �L; , : � ; , : r I , � . ,,e 00" " I W(02).double ruckerlayusappe a"Hatim,is required lit , daily join � -RAil , L I - Yon, IM ROM 71 r �"',,,,,'�'C�,'�'tL, F,.,L It LV ;" "Fr " - L �_ I I� 11 �' 'Glazod Iri I I I I � IF I . I I �, ILL : ,1. F 'L , , - - , , . I � I I I I ��" � 1, � q,'LL, ,' "' �, �iL , , , - ,, 1: �: L � , r F L F :�maddw*Wxs" I F : Position; in January is 25*F(A-C) � � L ,,),,'F - , � n, "��- � ,q .T . q(thaslAtpliffiesibiTatirfASTM I ' j IF . . L . I . I � . r 11 -t, - . � I � . V, � - L%�'l -' 'F ' 11, ' ' - " - . � I I t , � I - I I i:F , - n -T.- , , r 1 _ �� I . two with Section RM5.2.7. I or I .or I , �- t ,tc`,L,,�� `L . 1- L, F. L , � � . , . rid"Cle, I � when'llebleR301.2(l),niterbent, I " of I ` - � --f 11.1 F F � , , , ;,1F- T- � - I .L I L, I F I i " 91"6"#DJAST�AE ISM Warroaddreireint, . ,- IL�,�,'�_'�-�F - F , .F .L�F � ,:,L � F I I MMOUAL I W"w I : "L'IF - .F1, L , F 11 : I I F I I Bannon - ,, - , -, i", , I "I 1, , � I ' - thalcort I"Attwo layorso � � 1 L, " , " IT, FF— . . , � � 4905.241 Uaderlaymnst.UnIuAiaAbrA,jwnoA,d,TcquJyAj n erbi �� - �L 4 1" �, ,�"_, , L �, ,, '� I I , FL- , , I � . � � L ateement- � ' , , , I F )11 11 _;.,-1 , I , , F � 1,� � , , I . I . I I . � I . I I I � . WODd3hin8tMQf I I � �, !�� � T �� �11111.< , F � FF" I I � :� � � � � I I I :I L kasoijeau Wood structural pacts with a mininituat , , -. I i � I 1� I 'L ,� � oil 0090they At Of a 961f-adhatinjg I orlified bim- cdor S c and �I I L , :'� , -3 I I ,-, - FF."L ' I - -, �L, , , 7- . , � � � I � I I : :L *iompo.,7",- I I , F ORAIMMY111010 shall CO"Annin Wish ASTM D 226,Ilrpo L orr naturally durable 42.3 � `�,� - "', FF,F1q-t%,F- � T�r- i7 ,, , I I � L I . , , ,F,F , . Lkj��', . :, ,, � : F T , be pertained for appoi . � 1 "Ll I� L�'T,LL , , � " L F ,I I I I F,� 4,1-M.,,amximum*R � , r , , 41, : , I� I � 'DO shoOt,shell be uslill in Jim in � 1 , L I . - � I I � F,�� . - �, � � � . ASTM 1)49(h.Type L , � &I rig Ed wood Shingle Bureau I i I � L' L� . I ,- , : , � of a 3 (2M M*),§Wl . . . 1, I , � , � in . �"-,;.�,� ,,L, -.-: F, il Y'r t� 1 � - � , r � � I . , . It I - . � , : � Madextrandfixontim"W'seadgeto (a I 'Inch. - , --- - � : -, � 1 :1 . , - I -Self arthicrial POIY� araidificil liftrunern sheret "I � a(610mm)i I 7 F� - ,,v r � , , F: I I inom-mdfto.o"ugwingLp � � F I � , aide thnOxhiliOr Wall line ofth,building. . � I I I FF, 1� , s"�uL�, M'CT P"t,- :, "IF 1,, , F � L I = - I .Ili � .1 I � �.� , . . 11 I I I ;� F, T -"'t'L� , , : F I- � � �, " � I � � T, I I tF1 ,1'f� ", ;� I I - �, . , MWIY*tb ASTh4D 1970. 149115.7.5 -� 11-11L� I I ,, � L � � ) - F L, , � I . � , � ! lispronecktacrivardedglaossel , , f � � �f " d, W1 somh l� I I UW�TT I � 11 I ., . I ,, I IF � I 11 � I I beft be pw' I I I I F I 1 L � _ . F I A,p.r., P905.2-1 shlogles a 11 be installed . r I � I; � , I � Wanson provided,Atkl!�,og"mft be print I . .I . I I I � I i I R90L doillso. Applies shingles "I 73 UnideiblYarenCiand high wind, Underlay Aceirdingtow - I the menuflicturor's inistal"On ,, - : . I . I, ir' I , F hative "Andellilacrom OUCASSU41001 to high winds Egmerat . ,,-, I . � � - , , k . . I . oi� ,,,, I � , I'� , -1 1, � I : �� -� , . 11�4 F- ��' "-r'F,-F,F" F "L.' " F �'j, L I ' , r ,� 1 - 'I " Tr, 'r � � � � � - � , be � I , 11 I� --"-� , -1 jFLjF"_ ', , - , 11 ,;� ':, I L'_ I � -. I BuMag ' , � , , . ; �. L I D27.5orD3462, , � n t"jOinuinmy 4nant Mrses shot[be in direct i � 111, i - 'ISM, � 11 F1111 I ,; ! � (Assent wilik7latiba R301.2.L24N shell his , � shall be laid with A side Imp not I , . � � I : I Nlfmk*l strips Ot be Wai0ci4u&14W oomply widt ASThj 110 in (177bWh) per Figure R301.2(4)) shall less than 1112 i)betweenjobotaincouneo,and ;�,-,,�F,-- , T�',F,-, - , - � " � - I - I � I I inucordomwidkthopMig000f the Code , I � - - � - , FF , F = ---------- � � I 1� F� . - ,1- , , I [, I ': I I , , � L � I � - FF - I I I I I r I , ;�,t,,)��I )-,, ",C-1 ,L � 11 F I QfM= rk&ak. I I instructions. Pasterions I � � I ,, 1�,`F.11�v FF— , �F -il F I �, I � � � with numudiecturzy's installation - I LSP I I i 1;F� 1L � ,��t� F: � 'F 11 I F . I r I 605.2.SFMI=CrLF.tmcmibr=phaltsbbsla"bc sea shingles shell M be Ion thon I I , 1� � TF I; -, j� ,�� 'F1 I� ,1;1 ', ,"r,". �F , I I � �; r I I � I I I . . . , ., . . . . - . � via to be Applied alms tire oved I I - �1� , - FF 'a'.F . ,!, '� L _ 1, ': I I � � � ,I , � I golvanizedstool.sWillass No not rardw"a"than 11 in to3/sinch(6.4mmto9.Smm)�Watherexpoom rot I - 1 , : t- - ;,-F V, , - F."","- " _ F . , _,.;FF I, L� . , . . L, -F, -L �,"�-_"n% ', , 11, I F _, ,F" .,4T......�,_,,,..r "_ I � . I � .- I i I .- tee4oluminumarcoppiarrocift 36 inches(914 ony)an center. . � I �. , -` - �� ;T '-4 FF - ,-� � 1 , I I . I I � I 1 �:: F. ,"Ll 1(t 11 �� , ,,'� -- � I I I I I F.F Mils'lainimuml2p&e[O.105JxA(2.67�)jtbnawithe wood Shinglal 0411 net OXCAOCI d�set in Table R905.7.5. I I � FF ,L- , �_� , .t , � -, .."I" ",, , I'',TZ, 1,T, , �F"I' 1, r_,, , . � - ., IL I , , t7,.r F : ; , , F I- I � I - I I I �� I FF� I I F , , �j �,.� � - -'t -� I I I � . F Frestmeninforwored shifiglashallbecominsion istatwith - '. - 0 ", � ,F � ....... F-., "'' - T, Fj,,,,,�_ I L �kl L '-, � I r . I I . I � � mWoRmijis-hich(9,5mm)disminerhad MMFIA67. R90&U Flashing. Flashing for Asphalt -ingles shelf LLMS I � I I ; ,.� , i � ' ""L I , , - � - - ,L. - " i � I poo a W1141 to J, I , I I I I- %ewr v I ew I "I . sh r ",. ...... F... ,,-, ,-,F1, , ,�, , " , ,, I , I Ora Flanitlit to f,011611010 thAOL Ow mofmgmatcrink and a complywrin this section. F I - m...nual penetration of 112 inch (a.7'mm) into the �11 - .1 , - � -- - 11 I �,_L_F, , i r L r r I It . I I NNIA 61 W010 , r r . � " . r 1, � � . , 1: Z. � r' ,, eF " �',f ,i ; � � -,',_� T�,F" '- 4 ' I I - I I I , _ .__, � I I , ,, ., , 11 I ; I t I L,F - ,"," I I � r � I 11 Minimum of 14 inch(19.1 MM) into the Mf ShCMbo7& , ' sheathing. For shothlog Was than 'JI !rich (12.7 mm) in F.,. ", I I, , "� , , , , �� ,;, " ,I 11 - I r .nffJ4Zij, _ , : � r . - , ,, , "N" 4, � Wreo, c I I , �, � I�T,�-je"T ",,),�,,L'F-`F' IM, � I - , � � �,�T. �, Itf , I 6� , , Whom the roof sheathing is Ica than 3/4 inch(19.1 mon) "952-461 841111AIldex0flaslikell.Bwasidapflashing thickoess.ft restenums shall extend I I � .�1, .1 �� I 11 I -1 LF"I , - , � � " I I 1 , k I I thaut the sheathing. I � j ', �,, 11 "', ,rF_,L1 'LFF , I � L , � "I .,I&, , F* FPPI? r I L , I thick. the Isseencen shall p4ageati,through tire#h"in& ", An installed in accordance with mamda,mme, Wood shingla shall be Attached to the run with two fasten. I � ; I !1�� T "Ll- , - �-rr F " -- I :1 I I � � . I I I I I "`LF T"T'g' "' � LT' "'�I` 'I M-4 1L-,-,L,�, �F F ; Z� �,,, , L 1� Z �] r , L�e�F,�-,��!'tgj j . f�� . I � :L � , , , I 116A , �, I i , I I I I I .. a I L I . I rA - I .1 � I I FF �1�, ",,,:, I � , LRI�7�-�"" � tN,tt,�,,F,,,,r� ��K-� _" 1 'I - 2�� , - 1 � �.� �, � ,, - � �;1- lit -o"I'D ." , .1 .�;,,",'-"', - '�- , " ---- F I I FUtOMM�l comply Won AbTM F 1667, On IMUMMUOUS, Anne fleshing owl be of I L�F r _ Le� r FILL,, IF �1 [ � is ., tr : �� 1, 7 ,� � I � I " emp,shingle,pWitio"d no MOM thes,314 inch(19.1 MM) i 'I � 'L'F��Fr,��',rLt-" 4,' . WIF-F, V�l -11111111i �11-� -Q."��,��!:L,,�;,�' � 4 if,I TF Lo , '-,"L, " _�,�",. - ,,L�-rt : , 11 11 11 �, *1 IL ; I ,� � ��; � .,L, -,.� "' , ,-L -F 11 11-1 , 1: L L ' �F" � - , I I , � � " I I . MU1zT C0003104-Mistlat MOW of minimum nominal firomeachodgeond ruirrona then lorchM.4mm)xbovethe i-L . . -�1)11TIi,,� 'it -11'�' I �� � 11 � I ..�7 ;' ;+F!" , �, - RM.2.6AMuchatures � I � , ,,L,� 11 - I I � I . . F UNIV-10ch(U.4p � , _LFr . L, t.�-;,L,l �.",, 1� 1, 1,I�- ��r I 1 2 �i I r I . I I , , , - I '. ,L� '-, q� ,,,- , � .'�'j��,1,7, 1 FF 1: , ,* I I � -, � , I I I 0 1 LAilibeltabbriglashost[havethemilrd. , mm)tidjej,aa I _ j, F L L-, , "`L�" 'F- � T 1"�"�' �,"�- - - -r I � 4' e I I � I - I . F fl.-Q , � or mincrW surface roll exposure lift, L I I F F - � � 1 1 ," ;..T)f�, , ,n,L�F �: : � I �% ,�-t,�'��,F�,,,,g' ��,, 1 4 � H , lz 014-4-r- '01;ob, � , , ..mum nmb-offmw"acquired by the manuflantures.For fingwalgh � F � � �LL-- .1 - ,,,, I F F F I � - , �, , -, I Me mirrimumul'77poundspitirloosquom I , 1, ,�; L,"�- �t�,j�,;�, �,�,;",Ll� , , , , I I - - I--- 'I. � � I -� us",slAppi swurorl to ft Acit (5- -101- , ,L,AP 11-ris shall be corrosion- foll" � I I, L , ,L I I FIT- I Fr T r ; ,i I 1� I r lau0n,asphalt shi"Al"owl �M I I I p�,, i F �, 1"�� �,_.� 1, - 4� L�;,, ,t', --j !"'If �;!JVPL�F,V I . I � � I I t , I L � I � I � : ,�� : , be � � �� I � : � F_ "_�,j,"FF1,,,"._L.'L'�.' ,'L - I - - - � I I I : . _ FLF _"�""L t- I .11 , I I I - -., �F- �, , F.- i T � �, - F, I F111 - �- - F'.., ,L,_,r,' F, � , , - , , I � , _Fj,,,IL�j�j'�_�: _�, � FF, � - - . i, I I I I I , 444 � I rbbrwid%rtotic*tb�fbwfas&KAOUPCCIWP$hingtowtwo MU-5 AND F acin I I F�1,� �1'rr; F �, ��J,fT�7 L �F,� , f F. L' '�L ' ,- � L � Mistut Mew of, minimum nominal 0,019-ioch WWO&NN"RWWHBRW 6 I � I F I � I 'll , - ", , , ,��'L, , FFF' r i � I I I i ,�",,,;�_, -'r FF I " ' r ' :'Tt"'� ' : '! , L r I I I L I i , I I I ..L , �,� .. 419 ! Answers per individual Anne clope hicknons. I L F I I � F � _�, 'L I' �F', I : : . r. � - � us. Where the roof (OA83 Dan)L � � T F an,"'Mot"OWML F FF � ,Fi I ' , - L'*, ' I'F , ,' ,,t,-,�' L, �L L FF" ', --,LL .-, ' -," F -,T,f I A , 1. I, �, � � I r' I . I - ,� I , ,,7 L,� I. I � I I I I � I IF � _ �LL �LF , I 11 I � I� I I C_ 'F F"", , ''r.- . ,, FF - � I , ' � I � .L exands'20 notice vertical in 12 units horizontal (2012), . I : , � , �, I I ��44 1, 11 ' L � , I ,+I.10'I' , r , I lF I , -', '.1 "�� I - -* � - , - rr-- , , r , , I ,' , I �L,t � I :'� F L � I � � I � - "� , ��L" .2� - I I I F I X2 Valleys- Valley linings shell be I Re"o Appect, 1 , - r I_- , L,,�; ,-., _-f,,,,,F ' r , -.'-,; -:� � , , . , . I R9105.2 � I �N�,LL,,oti,F,&L,-;T�,1 i� '00 W-40 '-:IF4,�;, -, j-�-,�; I I " F L'k- j ' I � I I I I - � $Paid methods of Anointing M requiraid. , nstalled in LMM" 5 31,12 Paill F , ., �, - r. , 1W 6, " , 1 , I[t, - L ,,. r : r'. ,� � r L ALATIA" 0. I I I � I " %-4 -- � t, I ,� � I. r : ,-,� � � .. � � il I t F L� I IF : i-A -i, � W/11 - t 4`12 i ores"per I � ,. , I I I 11 IF" -Ti i , , , � accord"=with ounitflackoley's installation instruction, - I F ,, , ;!,A��;,-�,, -k - . I -F, I I �':r,� FF I I LOW6 , (11MM") I ; 'r , . 11-11,11 .1"ww'.''m" , "'LL, 'F,� , I I I � I � I ,i:�, �,�-.,.-Lq,A3�en, K �4!�Ml �L "'L; : L 1: F � �! r � Exception;Asphalt stripsbinfloseliel have a minimum 1 4 - �I . �"1-0��, -11�`)�--J� ,",L'f L'a"l-M, -" .",� PjLjo �, � r ,F , "' "if- , � - r � I:�; Q�, ��,� I - T � - M �� _W A' FL ,, " , I ". � ,I I I F1, I , ;. L � "I -- -Tiar?tKm 1 15 ,, . 1 33/4 -� , , I 11ri I I ,,,,,, V�* ,VM I , - I L I : I . I I , , M., il I L _ L �. � Wore Applying shirreles.Valley liniop of the following NO.1 3 � � �, , .��M�'fj.t",rlj'�"",'[�'L'_�t�-N 4 Aws gVPILY of, I I I I of J=&t%1;P" 91CWhuretherninfisin,,,ofelm types$ball be permitted: - � I - � I , F tj I I � I L I In : r , _ 'T�FFF',ffl! � ; I I - � F . I � , F � ii I 1� , fi ,M , pj~-,,�lo tX�'fr",rl'F�' �"114hjM''" ' �� ��` , ' L F .F4F . -4 I � : ,- : FF , , I , F I � � I I , lt� L - 06:111 . 1 112 � I ,rl I I I � ; I j� � � , 'r, . �, F1 ,# , - F I r r,;r' - �-' ' F F ' , . I 1 16 No.2 3 4 1 1 11,- � ,`�, ., -,r - -IF . I � - ,.......�",,I.' -, F I I I I % � F F 1, A. For open VANCY(vallay"BID$erlofte(J)lined With � "'�L JL/4 r : K, ,, ,F,r IF I. I ,, � _ T FF ,FT F 14 1,�,,L j[1,L , - I I - I � I I . _,r",f -"�j" , , I -,�1�r � _ _�,., � ,,, F� ,, .� �L � � , , , " F 1 I , , � � I I I � i. � � I I.F, . I F . F -, IT 41', . ,,,, -- , , - L"', ,FF FF F , , �' 7,1';, , �- , .F F,I . � ,11 T ,� "I F 11 I - IF 11 I F r , . ,-, I , I . I --;I'll- I zp,r�,. tf�,,,�"L'w , % tL, I I 'L 'F�' I'l'� ,,. � �Z" �� � 'L ,� ,_ , - I � �rQf, y I gw F I . ,,,y- ,",,, '- 1'�4-,"I' � I ,,,,,r , , 1�` F ""Tb - - " "r �' , ' :, I i I � I r I ' FF ' 3 "4 1 "I r � I � r,FF',,!,�JK'��,�,,, ,, L JL I I I t � ad -poind per Fignoo RMI.2(4) is . metal,rho valley lining shall be at least 24 inches L , �, � , :, I � I I � I 11 I I � , 1. Tm basic wi r � No.3 3 � I , : �,, : ' I, ,�,". Lp,� , ' L ,Zj ' F ,Lki - :1 � :" '" � ,,, ,,,r � I � . , F ,L,, F�", 4'"F - ,-��, �" L I�, �.:��L �' L : � � I 1 , ; t-, R"r,% I : -77----5-11,- , I FF—— j,��,TT�,,�,'�, L , 'Ll,� L,. .; L'', I , I . FF , r 'S" " _ � : - � I I I - 111�1 x,7,,�,;F� - ," ", IF F , -,F L' I I I I . I I �L,F, 1- - , � F - ), I L, I , iiomiiaipaho-r(177kM&)W$rft*$Udtboa,, (610MM)wido4ndofmyofthowmaim-mi,t,t �F. T,�,T ' - t I-, � b , , . � L I � NO.I it, I , ," ,F ,, L.I F M�T i, - I t-',' L, 11 1� - ,I - . 1, I I rF-��,;, ,�, � 7 -1 . I , I � I L i , F XJa - -- 11- I I T 11 F .1, L, � " -, -, 1 . � I I � � � � - 1� � �,is 20 feet(6096 mm)or higher above grad, mertsts in'lAble RROL Shingle,of I I I � ! � ,, ,�,;� ,,-�, JF,jit�p J�1,4- �i �,�,, , ','.t v- F " - ',L` � F ", - - � - '_.r 1, I 11,; . 1 , _ r� 1 , � - , : I I . i I � -4ja! , V � --� -j;-,'L � 1.1fFFFALFL Air"FL f'. - -1, I I - -,�" '� FF- T1.1 I I �I � , I F, . ev � I I "Unat Is No.2 4 1 � I RV'J,, L " � 11�1 7- - I , � , , - P LYwow"p- , . PA�4 -'�'.-P"�,Y,-��#J-"-t�'L��"�l�-�,L ,;. _1 i F.,I � L L I -- r F � :1 I I I I I , 411, r . �� I,_I --1 , 14iii;,""'r�l-,;� :�L�,�,4 L, FF ,_ ',j-, 1, ,", T,t,F ''T::- T:,_ % � � 1. - �. . : , : F � I �,F , 1, � .-, , I -� � I -: 4 11 � , ' ML ' ' I V The busier wind spad,ow Figum R301.2(4) in 2 FOrOPtayWICAVOUCYlining0ftwopliaofminmI durable wood I --- 1 � ,I ,r ; ,-� , jS M, -,�, - L,,�Z,�L� FF,,— ,�"L, F 11� , , I LF I - F: , I i- I I 1 31/2 � � � I � P - - -F , - � F , , F , , I � "',-1 , � - -ji* 4%14 1"0AP-,($,"-W1� � � - F L '120 milaperhomr(193 bLob)"Ipasio, saybere Oill uprifing-COMJ)I*g With ASTM D 249, '! ,: ,� �-4; 9�. ,�j �"�� �", ,�tl 'tL'I' ,4� , ,I;.,L, , - IF ,F�F i I , , - i I F L L � I F � , � NO,3 4 � �Q'1,1;y�-,�, LIT IF .r , ,��L � !M," ,F� rr�l 1 ILI ;F,'Fj L,1'1�� '' F 11, 1, I��, , , ", -, ,� I F 1. � I I I I � r I - . I F I " , - F �, , � , , I I I . I � ,� Fi,T .i "'T', - ,�",� ,., , -d,��,, ,Z� ,F,S1P,Fr,g1 ,1,: , L"r,L' ', , , ,"I T " - ' IF ' L ' L-ly aft-A& 3. S Wall be I W1 1 5314 71;2 1 1 1 i L, 'r 1, HalknP. -"A; sag"LIL6 d a per Fi I F � 0 M 'L 1, � rT ,- � F ;L I�, - �� ),�, ,F 1 :; , ,� . I I Permitted. Tle bottom Jaya shall be r - I 1, , , _ , , - L � I L , ,, I F , . - , � - L'. I F, F , ,,,, F11 ,� 7F F ,�T ; , - I , i, �, �' L' "L� - I � I I I ,L I I � L , I . I . : : � pecr zmwaperFi MI.A41). I � . 1 , FF "� " F �L ,- , F', - 11-IL , L I I I I I I I r . � - I F I [ LL�,�, I, Z,4"�,. L, It 'A �- � F L,"�Iljl' -1 7,F r 7� L�L F ,, , �. ' ' ' � r , r � - ': . ' �F : � I I � I � , :,f, ,� , ,� � " , F �T ' L � � : 11 � � 18 inch=(07 runland the top layer a minimmoof I - "- im �:'�o T�')-,Lti","�r�F-lr ,.. , , L I ,F . 1, I � I 1, I "1 L,L I ff - ,,, , 1, - , - ,r , �� 11 I � : 24 No.2 1 5'12' 1 01/2 1 � !'I � , L � ", 11-��,,;L T�'��!��,�,,',f - ,- � � - - F -;, ,�, - - i I . � 'r I r :i�� - � � I � I � I V 36 inch=(914 mm)wide. I � LI �� � F, . M7 - ,- j', - -,` - 1,�' ' FF' �' � � 11 F I I ' -, - lr,,�'r��,, ', , .- 11 � I _ "!, I I I r . r 1 3. For closed valley, (volley covered with shing � - F I ; ..�P , _,��" 4 � I � I F 1, � � L L I � I , I I L -4MM AlAfto, 1, . 1j. I ),'�. �-L-LT��JLLt� V,�,,, - I F - "F - � "�,- L I I . � I F F L I I rf'.'�."j "L ., - L', 1, r, , ,- , , -IK�3 1 . I ..1, f I Le,,,L Fe- - 1 1 1-1 � r , I L g.I �Z I FFL �� L'' - r, '. L I ,"� '� F; 1:,""; ,r,_ : I � , �' � : I I; - , , I I I - ba), � I 11"�' 11�`-�F i I F I I",-� �L� , , . ��,I L F- � �. I , � I I\-- 74.JgWf*W %MP,jPF4 i � 11 � ., � , WAIII, --I ; I I i, ,,- F �,F � F1 -�NIWIY;4314' RM9 -,� W111 � 'L . j� . F��'�' ,�t - L " �, r'-, � - F Fr,. _ F � I I - p I I I � 99115.7,11F VARAY Milablog, Roof Assid"shall be not Ion � � I F I�2 � �L 1 L4 �-T �.- � 'I , � I I , F I � r I I - 5 1 1 � , I I -I�. - T _�L� 't-�- F1,1'11(11��, , -1 IFL; � lj,,'��-� I -L , %� ': ,F � :, . 'OT"M&-ne, Wis. , .., I F.. . r than NO. 26 PS [01.019 bachicat-l(OAS Thm)],carrosion. I [ I j't�,fjT� � - il . I I L - I ' t. r' � ��F,� 1'�� ":4�",�', � , � ,, _ '' , : I . I I � I -----�--.F-- - - - oilislanteliced in"ad shall caused 10 hiclift(254 mm)� � I t " _ . ,L ' , _ -,�??TT�'4 FF ir �I - " ._ _ 1� , : : � F , F � � ' It* M MOM EMP � � � ; It, I I , � I I 1 ,11`15�1 MF �, , - , r M I � , 3 - ; . I . I I � I r4,,V,,�,, -L I � I I I I , � � " , I 1 17; jr,J:,, ,,_ ,T _"t 1 11 L't -- r. ��!F � j� , F. I i ,,, , , , � � L , 11 I � � LF7 � - , , Fi, 1-;11 FF� . , ,,, - -.-1 I , � I F � I I � 1 4 1 L,-- L, w ?, --I�PL S- Ll�., �,�Ln,I"I",-jL F;�,,r,, - ., W,N L'il, L � I I L - -11 I� :j -L,L[�t ,' F,t<jL��L��,�',,I --p . --4� , .il , FF � . , -:�'L ! �L�f'�1�� F,- 1: % F .. , : F , - -- � I I� I , - I F t F 1, ,Lw� ,�,L a I ,f- � �. I " i" 1. L 7 -7 0�.OIULMAP. I I I � � finint The anizalints Goicirway, for M&having slopes IM L A"MIL"FIM"'i L ,�', � F- X-� , . 1�� � - . I � I I ' ' , ry , , Z ]-, V - 11 I I .F I IT I I � . k . I �JzsMVJ*#;t�'1fk*qt FF c 1� ,- . t F ,- � . � 4 1 . L I 1. - � don 12 unis Yemeni In 12 units hinjonoini (100-poneout I I ! :. I -N - I � 11, --Lr-�,'M ,- , ;� ` - . , 1 1 , I L I I I il ,- I P"rfu - '�l - - , - F I I 'k I ', ," L L� F F, �� i�;jjo�?�MLTf!'K - t�� r , � � � , � *Wq D 11��j , L ,F,,F1F,,,,,L',Fj,,_,r � - ,F �, �,Lt� - LL', 1;. ,1, , � - or . I � --- - I I I L slope),and 7 inclass(178 But Anna the anterline each way I L"!�T - I . I -...L-- - , 1 lt,,�, I " , .1 WO00- � I ��'L I g V -, -F ��L�F '.. 'r FF �,;,L T� , ,,-F� , " 81; � . I 1 - t 1 . - A�T','11;�4".'$L,O��'"�,�:11�!,,�i,". , ',-��'-.,,T "'IF! �,tl .N11,1LLF'L , L�'L,'��L ' . I, I 1 : , - , 1, : F SiL - I - � 'r �, ", _ ,, . r � . , � 1 F L'.I -� -'T I r. -,. - I - �FF ,_ _��.,,, ,,�,, F' - - I ' .� ,, r. . � , --,"' 1`- "L ,"L F r'�,, -L',-� F -11 I "'L"Ll" It ILL "�F�,��,LTLUI _, .��',t� A�Lt'-', �, F�1� � , I 'I , , I 11 . I I I I � FF ., -�7,--14 TABLE .18.2 for slopes of 12 meas vertical in 12 units bodmuil and � �I i '-1.1L , p� )*,Vp� , , � I I . I , `�,t� t 40 I -f� 1 I I � I , I � L I ; �&'-F,�,�� '�,��5ZI'N�1-5;�&' ,- ,,,, ,,, T, -k1111 ' Ll, IF wTi�, I F " � &,�!' L �,� r �� - I F r I �:,� W, "T" , � 11F,qLL��- f� . F, '-IL" ,`�,,,Lr- ... - , � , , � . � � I VALLEY LFING MATMAL � I L I ,,NF , �"p. -,� , ITT, F,j,,Lj -1:, , ,,� '.,"i , �,!"--'::i �.-A F "rjT-','- " F- . � I I F ��4A4K =P* I I L - ;F '--- greater SccdmOfOOWOS"Ihawan=d,lopofnattat I .-11 �,T.117-111 L�LlltlFl 1-1 I ).[,� .�- .11 I - . L' I �: I � � x� I t F� i . -� - L I ,1-, -T.0q -.-, F- 4 Fj,",' F� T � � 11 I � - I I C I�, . L MOMMUM than 4 inches(102 min), � : L' :i - � , ft ",?41.1' r , ��, � 't , � L , - - -,,LL.,, �� ,F I I 11 I I , �, � `TLL..-- � � . L,,'I� I t � � , , r r 1!milyn; I I i � I � � I I I � 1�----Z-:"� . THRUKREM I � I I � I 1 1� -L-ItF , Ili 1. I -1- L., "f 1�-%l 11 ' I 1-' , I �� I I � %ijow I I . , .-, " `%Z ,F I I � , , M:Lq,�!�f P,%,'t -, �,,, , ,, I I I - L L, TT,I�F, 1�,F ,F !""Fm F � F I I . I I ; , , - I I . � � � ' '-T-F�� :1 �-"�,Ltj,F",I , I.1,1, �T , r ' 117 Each b"t ofshingla"I be I I 'IF L�L�,�t� ��,,-�F&i,1,3�,�Ftx, 2 ,.T�),f":,Z 4"" I I ,, � L � ! 461a"01b �:� I "" I ,I - 1 2 i F - , ,M - � -11 GJAME W-Z) I � .1 Y,L,tFLLF��%�, ,L�r" � T, ,'�_ I 11 �T�� � ' T,-,.,,,F�,.,, -� �,,FILL 1, �r',�1_��,, I �', _ ,I I _, L , , , r, I F I � ; . I F I - - I I I - I I r F��Lll i: L;� � � � r .. 'L I I I , , - ,,4Q L� I L. - ��'- T' - - I 4, ' I L ,L , - � �� � - Rie UNA;''A `= I I -, , � _TL ;� - , Lr 11 `-�1` -�- mr-'r,' � I ,fjr , - , ) L I F 11 I I I L I I I L 1. � I I � �-- I � I I , - ,do d b5rlshc approved gralfing or Inspection I 'L , �_� I . I :- �!'T"`f'N�,`-"`1'1'F`` �-",T"r 1 1 1 . I I -1- I L" I C-�, -I n _F ",' 11 . , I � : , , 1.\-- � � I bureau"arra;y. I � , :� , :,,!, tE ,,. . I L � L li� L L L I � I � I LF 1111� , ;7-�f V,i 1,",L, ", -,F ,'-,", r L";,�," ,, F-_� F , 1,, F- ' I � I I " IF �1VIVIIII5W1�1 - _ I- � 1�1 ,1� F ILL F ��,�, ; : L : I I . I � I � -�- , &oil aftel I - � 29 - � I ,F F ,- , I -11 -1111.oL 1, lFfF, .1 L� I I �I, - '', . I I -1 FF� L I � ; I I I I - , I � � � � - -� ,,,,,, , FF, ,, - ,,,,,,,- , 1 4 � -: I � . r L �1 . -Ii� L 1 t��Jbl,,T7 F" ,1� �kr�, , � - F . , , F � � I I i - , - - - " � ,,if 11�- - 1, ��-,V,,,F,Il',�,��j,t"'L ,-, , , " ,F�," ,,�, , � I I � I I � I F ; �,I - ,�Tr""�,�,,,, , - - - - , I -1 I - � : A . ,� F., I j_1 F_L,T,� -4 ,,4, , FF I 1`1 L IL I f,�, , ,",,,r "I t, L- IF., "'. ,,, , I - F, F ,;,, F FF . , L I . - F, I � r I I - - - ---1 5(1, R905.12 Tbermeset Malill"ly re, Thr installation of , �;� , IF ," :� -�,, I 4 1._,L,� '. I--f ,� F,,L, , , 1, , -L L :' ' I - . F, . . � I � I , F�, . � , -11 _ ', � � I I F � L r I � �40-oh ) I I -LLl-- - : � , F r .P1 , AJSF,?,L�,�FF� , N 1111 F ' L t,- 'r . L , F I � ,�LFF � , r � � r � ,� I , .i - --- thermoset"gle,*miciang shell W . �� �,F�,,�L",�.�� ,"F - T ��.� ,F, F ,,, r , FF- L - I - F .:- sual Mut ly 7 MyWillithapauvisions - " ""'0;'I'L'11, I IF .�-, I F I L'F F_ r, ", I I I I I � - in L � T I 0 1 ' -� , F ,,,,. F � : ,-- � _ - 7, L',4,�, ,,_r ; I F ,4 �,, , 1 'L , . - T.�i F, IT " � .1- _ _ � 11 . � - I I I I I - I I L, � - ILL, � I',, 1� , 1 I f 1, I � � ,-1 -- I , ,� t"", IF'j, ,L� , 'I'll "], F.-; -1 L 1. '5� 1. I � I I � I I ,, � I of thin notion. � , y,,Z��,'��I�:: ,cr, - , , " I - L Army 0.027 - I I , �- . , -�� I A � -, -- -�111 I __,,F-,",, IF L�', , ," I t , o� , , , - I IF - I I I � , � F All r , _ 0"j�*I -- F'�� ' .1- I � . 11 � I I I , � �� ,� - _ ;� _ I I 11 I 11�I . I L L� ' � - - I I -L, .1, , 1. ,T- , F ,g ";"��L',���'��4L��"��""'TL'I,,� ��:" 1 L _0, I a ,L ,", � I K11 " - � ' e,,� I - -, L T�FL I" ,,�L t*��i , 0 , , I � I I - , , r , f . R"L Slaine.,71amrsanut 11%1"Jy membrane inch r I I , � -, , L T �,_,�&i,,"'�,,.,�,�'��r,' �,""�,)"�.,"4r " , 1,, ,. --�L`L:�`�-,-, 0,-,Fl� '�� ,, L,1 ,.jL,L'L'�F' - r " P i I F I . , I 11- 1 - ,, ,F t" L,,,-4,�-rl, , . � : Li : I L I . � I . 1 F I - _ r 21/2 � � r,,,LF ,F "'L' , ,F,,F ',, " .,�,L' , I r' I L FF, TF,LFr . � r ,t, F ,,,"' IT !_T� _�, r _ ., . I 'T"��'�'�'IT��`'�'r' ��t"L'!'� 'r'd�,' . r � � ,', . ,-,�, ,LF ,1 I�- -_`Z�� 4 %:�1-L�ILF, ,T,�,"�L�T�,L�',4 g,�U'Ll' jL_'`4�lF L ' L, ,�Ir i L , I I I I I F ---] I � I I 8 , , �1,�-F''"" " ,.F, , - - � , � I - , � -,�, , L,1, - � , . 1,,- "FILT-,� , , ,," '. ,_ ,'L I� I I 11� I �, ," , F I , ,T-F,- 1, � 1-1,, ,TL,-�',' L, 11 I-,1 F F- I I L -,V� r�, - t`1,L1,,S)`,, 1 ,_,_ _�3," '�'--L I , I I i I I . � r ,#*- , I I - L � I 20 � � --F,F�,FF"".'r �� . I - F . � L � I � It ,,,y-F, Lo, ", . r �I , ' IL 4 ,� � 'i'� ,1%, ,F �� r I � vertical In - , i � � i.01 -tl 16,7"�' - - � I I F . I I "T,F1 [, Z",r.,' , �� �.��,,$, �S"L")e"'4;� L,.L I'F , V . F : I I I I � � I � � , L I i ,, :,I,- IF? , )I '�'� -,L,I" ", FF f,W*t I I I I I I I I I I I M31: 1kX%-2Maon1pWMd�Q.454k;. I . 1 14'. 1- F 1�, � ,,�' FT F ,,� *T, .M., � � I I � � I ,,, , TLF� , , L �'F' � ; ,F . r - r � i::�� I I I I I � ! Fq , , , � - � I � I I , I W , "' 11 ,,, 11, -11 _qT _ , , , � � - , � ", ��L I x , *1 - , " , ,4 1 � 1. ',�� L ' ' , , i i :L., .T. , ". I �� �:, . ,� � I I � " , � "' '�?"I"', 16- 1 -�,� � � I I � I , ,T" ,�L,p�_4T C��',�LLF '�" L _� I " � �, ,.� I Pointed� I of& I I f F, - �r" �', T L ' . I I - I -- Shall have 1&=P=(2� "_,t, �L,� ....... I I" '�,L", I" �T- jq` �, �1`06 F ,. -tr I I :! ,, I R _T-�F, �, 1-4 . � �i C,4 ,,r ? & liF I ,,, � � I _ R"&12.2hfkukhttmdard&TbwmoadsWgle-oyroQf I *A� ,,1 r, I , ��,Lf�o"`iR`16:M- L 'T! i�;�! ;�' ML ,L,,_, , , I 11 ,, I I - I I i - � � I 1 I L � ,,, � IF" n,L; F, , ,��L',��j TT,-�X�;;;,O', i5iis� . - F I F�,,--,��V,�Zpq��-L- ��,,,. .- ,- , F� � . � ',F�1 f- L � I I � : � � ; R90UJJ Crickets Bud salbrAft A cricket Or saiddle OQVO&p"wmply with RMA RP-1,RP-2 or".3,or - , � L 1 �i--- -mL ,� ,�9�� ,��&�,F�!�""�-�- F , ,�� '�� �,-. , , I I L , 'gL" I ',-T, 'i . i� � -�,4']�'� �, � i I � i � I F I I r I . I I I � I b ! C , %- i ,,�j ,,,,,-�', _r 7 1 1, I � I � � � 1, L, -2111 I li'-f� , I"I L-,,", � --�,-Tl I,",,. 11 n 4--"",� - - I I i IF � I I � I I i . ,too (MIA') r WmUbciwtdWwlhe'tidpoideofaqchbm*vmota ASTM D 46 7 or COSS 37-52M. I F ,- --r LF�-,14,11-1.Z,,L �, g'l.r.;,r, ,011- , I, F� I --e*" - I � I I;L A,F,,",, ,., � C�,F'l � :� '_L . I , , I � 1� . I F � t F I - . . � I I : 1; I than 30 MON(762 mun)Wide,0iolme or I - I L : � ,I ".�, F,, � - i I j I I � . I I A- - MJ?Wwv L I L F--- . -1 .-",- L' ' ,,,-_"7,L,' -� - - .� '.I I �, � I - . , i , � , � I I . I , ,� 1-1-� � r�Tr-,,, -- r� 4 -�4���,O�T"E�,-L!!�? 1 � r �F F � W,A, � _!",�"F" I I � � , R98Lt2.3AppUcWo&ThmmowginjlclAym,fi"be , I I ", - �%k" - 1'�.,-,,�111 1�`r"L ,�, L 0,,It "r 11 �� , t� F '�ti T"��)t'lj,� "f - �' , L' ' , r. : , I I �- ,I , I I . -- oW"IbcsbmtmcWwaftheumc=== . I � I - I 0001, �"�"�',7��L'J'�'I"t"VV�4�-t '4 F --v F,-,) ""t, � , F � , � I , I I I I I I L . r I I � f r�f4�gl.&Nj I F , chapter and ft misruflucturee$ � I I 1. ,,, � - I . r I � I I I � -1 tii.�'Ijl ,At,,�", WN,�,,;j, , L f;�It"� " I I I wv-iw in , �) � , t, I � - I . . r � �,,�f�,'-'y-.,,,, � ""tthl';" "I. "I 111-11', � ",", .111-F �',-F -F � 1 ----4 LIL----lv� - I I I I � ':-*TIM-av� -71,04 I= � I � I j �, � , , , - I L j�,,j,,�LT,1T -I;LL�f q,�,L�L�?jr t�".�C j -, , � I � in fleshing is of F 1� -044VA - I I I , �T�'F k'L'-.'Lt �,'4���F:��L;"�'�F,%�'-'�Ft-�T� f,LF7 T: ,- � � r I I I ; I � L I I diroction;onal,synoW red openings. Who I OMIJ-4SWMPMQ"bl6g,FluhingagaiestavatimI V- L, , ,; : _ I I -resistootwithalladcloncon; i I i I I I I I -:tjTS,-/' M R905,13 They I , �; LT.) , I FF, , 1 .V;*V*4qVPP1� $W~Shall be by the stoli-flashing method Of&WDMPINWC suit mrifing slusH comply with the JAOTT � "L I ,g'. - r�' ',, � TF �,t I !�P�L ' ,T,T;;,�`�� F1'L9 - 4' ,,, �":, .1 ... L ' F � lit installation i F L, L IF-1 I-r,' I -- ,��,-- ' ' -' I , I I mckol,thasiontaildrid1liccounisioh -%w"to � anapkeeth Anals-ol,roofing. r , 11,11F ,-F _, #,�l" 1-L Q I , t, F I- , 4, r� 'I F11 I � I : I - : : L of not las'daur 0�019 inch(No.26 SolVinized shoot). I � � 'Pf J" L Ow- --- i ''I ,, . " 1. - F,L 1, --h � :1 �- � Z'r, �rL', � I , g�"&"q�j;�", F"r-'�'," "' ' - 'P' T "' I �� I t F T L� � ,� : - _"'*! I,;�I�,L�l FF F ,L FF Lr'L - � ,F], ,1, , I : 1 i I r I ! � . I i � , , , I �, 4 L I r R9041"i0flier Iftesslibag. Fleabing against a vertical viskins;of two scieflot � ,T,� -1111 1-1, �11 - j" - - )Fg� I, I'll T, , , I I . I R96II.3 Igsialsig,Persona walls shall be, . ,. - . , th ,. � I I I , rrg-,,'i I ,�,;J�,Li, � m , ; � I ,,, �,T,"q _11w.l. %�L--,TT�L�,, I � � . I R905.13.1 -� f" - 11 'j."R, "I ILL ,j �-,, 11 I- �!� - T. ,-- �, �� �' , I , I I , I � F I I F I.� �� -�-- I And WARL"M well an XQR stick,vent pipe and chimincy I F ,� ", W,�,, '. �. � , t bVIR .---, ---- I moiw7l*mpwwdesiOpiymmbrimomr, I I � - 1-1 I � " ,�- 11 -' , , r� I I ,F - IVA-'Z.-T�a,l a ft F I i � I � ,!�- , �� I -1j;r"r I" -- i . be Applied According to asphalt shiogle � 'L - I -1 � ,� ,""'4 . . L�-_ 11 � r,1," . I I � - 4kivM-4�=k1h2,r-: L the eldalatient of pareepa wall. � I . I r r I � ./1 i� � .�L�F F�,L I � I ,,-,, ,, ,-. � 'r . ,--,�q - ,,I, � �1111 , 7�1 __,I I " I �=G"Mootti�ItWaSftfpMtnUftrjaUO14W=not"$MIM , F ' � � 11 -UMINIX 44 0i F =Z's printed inutructiquat � I � I � F QW�`A�,"L,q;L ,- ;,�� �F;Q,""'.. sw bm A 4111111111 XIW*(A Mi1dm41tL Oqr�flhrmh Unit , L� "iL ,11 � " I � L.r IF Rt%P4)0;0�W�L:j�,44;rA) _ 'IL , I I -,�, I . � _rIW r I vertical in 12*is horizontal(2-pomenta dope). �� - F, V ,, "�,I,, I � I I F- � � . *"'kr,�,.�';, r .�':-,1; I L, I I -1 ___.� � 4" . I -, ., , � - r, -� I i- � I r I IF 11C 1� PIPI-,"%,,� � " , ,F;";",�,�,.�';1 ,F r, ,F ,� F I 11 IFz I ,� I , I I , , , ' - � F , ��,.�';, P 'IF I � alpolleptL Union roofs am depend to dreluirve I I I I _� � -1- """' "I I I � 'L,-0kF h%;�',;`,`21"'L,';� r ,,&,, !' RMAxandair 1 - ;,� - L� � ,I I",L, ,,� �`�,FF F�'ZIL� -,111-1 '' L - , I I 11, - . 1 $ ,rL I I I � L , �_� _ " o - ��"L" - 11 I ,� � I FF �"r...... . ,,�F,I L L , FT , ,,���,, I I- 1,IT 11 I I r!� F�'�, �N F �',�L ,� �, . L I � RM7WaWshijpglmThebotallationofwwdsbinglesshalI I ., � 1-k _ A"'r . 11 I' I , r � - i 00.Thoryw�lwnbr Acil.ply L, , - . ,� &� N, F I I r � L- ". . I L� �' ----I , Q pg,-�,;,��6�1�,,F�;...r;� - , F j _,gg I " � F I I I , "W'dw . P-90g.13.2 bUterhall'student � I "I . _ tl'�IT , , , �' I � " I L � . . ,fTFF � tZ F, , I . r ,- , I �,��, � 'LL L r , L F_, _ � � r Any yonif donlyinge.nompoiji, "I be I �, , � 1!illa � n- I I , , F� " -�' !", � _ I I I � F L ,,,, , , - ft� 3- 1 , ,of. . ,ro4f&aw"lboioswwitiim;bl�wo*of*c - I ,� I _ r I r ,",.,;,',�t-t,�f -,,O�F-�!81, -W ," T�L,� _v F�'�,,Li�l I � 1 FASTOORIPACM cotOply with the provisions ofthis mdo ; qtj' , , ;j - -110"�4, , �FLtO4,,,,, "T;-F" � '7 " r � I � , , I . . i I I I : , I , F I mof coverings,2W comply with A5TM 1)4434 or.CGSB , � �dv � i , '� ', ��X . - � F c � ,r .. 46W Areas tljy�jr�,'� ,� ��"4 � , r ,,�, , , - I I , ban WOW � I � I 37-54M. � . I L A F ,��L,,FF T,�', j� �Frf;;:�; ',�,;J.gj �),,,�'!,��'.. "I T;F�I- P, : F I ,L� �",� L, � � �, � � , IF �'- :-, F�L iiisAiMM4 1 7 1: 1� -, - p6colmotwoth�a,�ofoiu�oiniwowpuol)o-lnowap- I �;L � LL I I � jj'4-,-'4`1,,,L j�m!� 'Ki _ ,-�,' 'L I ,, I I 1; ;;;;" I -- Panne sane I �P 1 A"MI Dock mqUh`1UOeAtL Wood shingle; shall be F -r � I ,;.;� �� -1 L',,� �1,;- FF- � " ,f F I - I , � - I . = 1. L, �1, 11 I , - L 11 � I I I I I I..", 1, -, ,�, ,' � , , , , I F - . �, , , -4 I I - I i .. �M r-- *a too I � , M 0�1-,"'T,I,,�F ; ,�, " " - I asisom, . - dainizaboxidby yerifolopeopididuldli- � 1 *4" 'r 4Z P""M � inoufflodvk�olkdorspacodabntbi%Wbemspacedshmth- r ,� L ,7, � I I I I I I I F IF,-. : , L F, kA;tti T , ", " --, 1 . ,-,I , ,- I ;F-_ , - � RW,X,Oeou�L Wdoidner , ,tZ covarod W F pairewbolo"Was dia -I ,� 1-:�, . 7 L . . � . � - I I I i - � L I ,� - , L ;� , , , - , , 1� --T,P,' , "I � 1-11, L , _ 'an , I I I -1 , , Mlioo 5'. 1 , L . -#';aJ>" �FF,�,L, ,L�L" , Udng,%Mf%yAL L � -I 1 12 F ,4 1 :� , � I , - , � _ ,TL r �L P- r r , , - I F T � , , . jisuseed,phaeblogboardsoluill notbe less than I-inchby . I - 1� �� � � I r , " _ , ,F , T, . F, L I � � , , -P�- -�- 1, , � le, P , I I F, � � I .L.' r F, ,�A ; , I , � � ; -Fx, g: , , ,F� e 'r -- ,w -� � , I I � I L ',,: 1, - t I , , -F I , ; -'Am Revernago ,;criUseactiame I#Maepir I , I � .i i I L - I I - : . � F, , , F �, F IF L, . I I � � I I ; � Wait scrierant I �r ach k2:5.4 thin by 102 risen)Minflual dimensions And shall I I ; F': ' - ,-F � I - -- I 1, ,;LL� , ' , , �- 4 . F L"' ;� �, - I I � , e ,�� I 1�F��,L � I � I . - - ;Llf. I 11 I � I r . �L, "annowlift [is " '" ofaonmbU"WWI, v , Wo;ilarar4assixis need sim , � '� 2 #2 , rbe sprocarloncenteracqual to,tboweith"=PQ$Prmo coin , � - I � �, - ,, � thoprovis"o(doelolif � , ,,O,WAO :1b"I'( ... � J'� �F _., -r_ VFj r' ,,, ppeff% Wilson roof C a Tk I �1. I I I 'I I t :j LT , F I I I � be ' - � - -- otal,10 A I - Ir , F, 1 . � ,"I" _' -'-fl". ,L.", F I . FF , I dindireadarogbey" 'djaocot �'Yi**kO&j�'M'ddw I " F -.-,w.irAovtr&W�dMiog�Ayingf#0$8eas Acess - - . I 1. I � I '. 16 IF I . t u4,,- 4E I . I - , '11,� �F�F,�', .'a 4 , - -- , � L oW Wifln the placement offinacrans. , L,L�7,T, t.�� -,T, , ,�', . ,. - 16� _ JLr'. , L , ' , �, , 'r ��. F " ' I r � . I - I � I %, LL -�,� , _ IKUO?"A�� - ,-, I I I � ti� � F ,� spipply mmufuuwwjij" P1411,1111"O�' LA'� "f droins"he justalle&wlth don Leald Now line L--�. I 1 I , , � I � , I �i,`.��11�� I I",�F L- , I . , - ,,or � - . I �, F . � L � : I �2)� -'r- ,, I 1 , " ,- I ;, - ,F FF ;, P , "Arlawo t'r ,� i I ,F, �,,,'�� . 11 r ,,;j I f , - F I � . 1, �j - ,� , Mearifthicsooliar � t � 73.1sollothesit required.laorcienwhereffie . i �, - , mor'sconerchlysheillservato ,ow,tmbwlams�Orsowim. "Ir - , _ ��, . I , , I- , I it '- I � - I locesetw4iflubset(sirroosiswo -[ W6519 1 !9%"0TL)P4,4, PA+I�L� �L LAP, , . � 11 r -�- �, F,- -- , , 11 - - 'Also " It i �LWIH A&'iiyv ronp-M n JMMNY is 25T(40C)or r " - , L :., - a t ,f 'ger-sley" Ang,mm ,Alan a ft MD r I � F � _� , :ov F ,",L , ., R"U" 0 1 ingo*.A�mam,w'Li-L 1) ,exama;x"plems le" I 't" ' ?1T L ,_7Wp , A I .r , ,�F w - L I eegj e.� k PIPTIZIT 140 H � F i 1, , # 4 , le L - I _gr P , , 4F . , � - � 1, rL ".. I - )DAdajoNaj,, , r eirtion old leaving whaterimam opcohnig b@Wof 4 Inches' . I solid shooing Isirequirced mitlestpomon oftheroof , - ��,,-, iF L ,,11at jimism"Un I - a , I - i . twat I I , ,� - -1 I , -;,-, �� , � � , , I I tr - '�JJ , L � , , . I I I I "ILI F L I _ ON , X any ona rsmjs� Xcm%ffWrwa=4 , Oaa �Itl , -SF ,F , , I � I I . ina. I I FF _ - , F-�! � UA�i �-: F� (102iim)nmybwk*wwointm;400,ottpw�opts, jawith , .IF , � I � ,I re$pOMW-D,ICMUWW'%t44 ,, ,� ' , , I , , - , I � � 1 I "ifil"s she*poll Z d,aflon of a iccablelck I � ,�� I ,,�,,� � '��=bdp jjj�aaswAJJjjjjseUyANAdA` % LL F . I .1 . � P � ,f � ,, , i I I � I I L I I �, I L . � , I � , , . -C I �� � �� ) I , ftbilenjimallinnoomillnuelicit(S)eiWalboir"llout4in " t ' L ' � .L I ,, - , �, . 11 r I I L " I , I I 11 �� I - I , , A!'LC,Cr , _ F Peru L F F : I , .� , L - ��', ,F �� , 1, � �. � , 1, IF I i 'i��� It - - F, .I we Anne I . 11 ' L 11 Y, �Q rr 400!1� i ",,�� ' -L " A , !,� , , ", , or**i4eligotf"C-Tba.bl*t4["o4'40"4inii)f6VOrfloW ' I�I'F? '' - L, , 11 I ,, ." " L I I I �� F I . � I I 11 � � , LIT� I � - � .1 r , rt� �' L -W I4 I _ . ,, ,t, TF W 1LF,,'Lh%, R 41-,g, _ _ , L L I I I I L � , I r P . I �. � � I ,F� $M -1- ir � "i 11 I 1 At.-, i -, , ' I . �, L- AR, -1-11 115, """, ," , L , � 'I �- t�'1 L,I 1 , 11 �I " , L- I;r I I 1 L I , , F-T ,� ;P'M I F -,;, ,1 11 � I I I r ' � I I I . LLL , � �, T, ,r ,E ,,�,�i F, LI t- � L . ,,.. - - T F - �-. , I 1. I F � ., LFz TFF"��"- -1 �,, , I . ,L IF I , - _ _LL I PIT "'Imp W. Impi tps*,!� gT lw TIF t0 14 _71 T TF I TF 44 A IT tITITT�4 ITT TI4 'I 7�77 TItTII4 T4T T .4. 4 it4, TOlt 4,,, IT �4 .. ..... MIN -IF -I F`1, -P FIT WIN Or I f,-F -I, ITT, I IT I IT. — ,� To U 'N ',Ffit iT I" " 1 , .. " -n,II IT t-ti" I�� W I F 01 , , - 11 1 - I I, PIT I F."Flin., �F, I FIT 2 !P� Ftior,4 ;, T� 1 it, ISO N !t�� Q V�0 A �.b�o"In v TOPICS _31 I,.j _Iol X yf A FIT Ij F "WI1, F�, i��ogo F 1FItIFFifIFIT ItFj r IT r jj ��j,ail Vol -,INA IFys "no v. light V&1 OF all All Y%F ITIT0 All low 1fA 1 7rj Ttoo, IFAli IIFIIFIIIT1 H won Ws its ITIAgus owl W-QW laic nFits TtTIttits IT-way, k Cos FIA FiITIIFtIFj r >gym NNE I IFA Win 011g.=09.ya IIITT too to JQJ hod jwbma �vx "0Q, IfIIRMO any-EST in U MCA, FInIT him Oct IIFIby -&J-0n Qka! QW 4n TH - 4 - » -» fit' Jy ,,ar , 1 — ' ;x. — /711 r , . I i 2 K�ti ._-t� Olt t°_ 'c - I : Y I a- r( I 1 k� C qr, f sa s szs OFy- ' qr -W 4 y - - C1M1OPOSM 1M1ENOV<^Ki1M Ff,YJ4 ANCHORS AWMH SOU HOLD , N 9W l ORO g WILLIAMLRBE;,RSARE3UITRCT ' r , �i:�=.a�.•.,�..„.„, �.re..S,.-.�yvEJ�^,. ,�.., .'`.:.;a,.1-, ti a-' "� d .,.`.-.,;, , Ptp� :.,mF -.._ .::- '� . �.-..,,"Y:ry,r, .' . - ,� � -,, , �- ... ... .. . _'. -.�a:_ .' .. - -: : . _ -�-�i. ,�- _�.�- -a-�. ;.�.�..-wLx.�i �� !_s'3�...i.a.L...,.�,.ai_.l,W.._-�i .��'i4. . .. . - _, 63 t 203. 3834: fir sm" � s