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38847-Z
�Q��d el�cOGya Town of Southold 8/25/2020 P.O.Box 1179 H T 53095 Main Rd �A �' p� 4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41353 Date: 8/17/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1165 Kimberly Ln, Southold SCTM#: 473889 Sec/Block/Lot: 70.-13-20.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/16/2012 pursuant to which Building Permit No. 38847 dated 5/5/2014 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: reconstruction of an existing one family dwelling with additions and alterations to include a third floor living space with deck front and rear decks first and second floor covered porches and attached 3 car garage as applied for per ZBA #6487 dated 8/18/2011 and#6620 dated 3/21/2013. - The certificate is issued to Shamgar Capital LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0025 8/3/2020 ELECTRICAL CERTIFICATE NO. 38847 11/19/2015 PLUMBERS CERTIFICATION DATED 4/1/2016 License #31967 MP Autho d Signat TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38847 Date: 5/5/2014 Permission is hereby granted to: Buttafuoco, Daniel 10 Country Meadow Ct Melville, NY 11747 To: Additions/alterations to existing single family dwelling with thrid story addition, sprikled as per plans, per ZBA, Trustees, DEC, and SCHD approval as applied for. At premises located at: 1165 Kimberly Ln, Southold SCTM # 473889 Sec/Block/Lot# 70.-13-20.7 Pursuant to application dated 4/29/2014 and approved by the Building Inspector. To expire on 11/4/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,648.40 CO -ADDITION TO DWELLING $50.00 Total: $2,698.40 7 BuildinZngil nn ss np ee c tt ro r Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A.- For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval 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 2110 of 1% lead. . 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Cade 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 epmpleted 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_ Certificaie of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50:00,Accessory building$50.00, Additions to accessory building$50.00,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. New Construction: Old or Pre-existing Building: (check one) Location of Property: t 5 b-er G, House No. Street Hamlet Owner or Owners of Property: �► i'��'� Suffolk County Tax Map No 1000, Section U Block 3 Lot Q ® -7 Subdivision i� Filed Map. Lot: Permit No. I Date of Permit. Applicant: Health Dept.Approval: Underwriter's Approval: Planning Board Approval: Request for: Temporary t Certific e Final Certificate: (check one) Fee Submitted= $ O ,, Applicant Signatu *pF SOUjyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 O- iQ roper.riche rt(a)town.southold.ny.us Southold,NY 11971-0959 C0UMy,a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Buttafuoco Address: 1165 Kimberly Lane City: Southold St: New York Zip: 11971 Building Permit#: 38847 Section. 70 Block. 13 Lot. 20.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Calamita Electric License No: 3732-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400A Heat GAS Duplec Recpt 110 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures 20 Smoke Detectors 11 Main Panel 2-200 A/C Condenser Single Recpt 2 Recessed Fixtures 195 CO Detectors Sub Panel 2 A/C Blower Range Recpt 50A Fluorescent Fixture Pumps Transformer AppliancesP98 Dryer Recpt 3-20 Emergency Fixtures Time Clocks Disconnect U Switches Twist Lock 1-30 Exit Fixtures 11 TVSS Other Equipment: Geothermal Pump, 6- Exhaust Fans, 1- 30A - 1- 50A Recpticle, 33-ARC Fault Circuit Breakers,Stand By Generator with Auto Transfer Switches Notes: Inspector Signature: Date:—November Date: November 19, 2015 Electrical 81 Compliance Form.xls i f ©�V`SOUKoI. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G i 1 Southold,NY 11971-0959 Q' s a'�O' f �OUNi`1;�� ` BUILDING DEPARTMENT TOWN OF SOUTHOLD i 3 CERTIFICATION ' 1 Date: f Building Permit No. gq,q Owner: 6Ae (Please print) Plumber:,qNC1Z --�i�n - _ - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I f (Plumbers Signature)' - Sworn to'before me this I S� day f APril 20 <<D D OCT 17 20% Notary Public,--- ASSA U—- ,County, BUILDING DEPT. xLNOtary DANIEL BUTfAFUOCO TOWN OF$OUTSOLD Public-State of New York No.02BU6160720 i lified in Nassau Cougil ission Expires Feb 12, OF SOUry�lo cOUNiN,N TOWN OF SOUTHOLD BUILDING DEPT.' 765-1802 INSPECTION ' . [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C9 DATE I INSPECTOR e �pF SO(/TH cOUNi`i,� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION - [VfeFOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION CAULKING REMARKS: DATE �� �T INSPECTOR - G�^ ho��oF so�ryol - ��'Y�OUM'I,Nct� 'TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION ' . [ F NDATION 1 ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: DATE 1,13 1114, INSPECTOR2L Irz4f s 0 TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 INSPECTION 4-Afl�l FOUNDATION IST ] ROUGH PLUMBING UNDATI INSULATION _12;; PPING FRAMING / FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION cyo FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - INSPECTOR / . ............ • ao coumv,Nc� TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 ' INSPEC ON [ ] FOUNDATION 1 ST [ _ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL j [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Z,20INSPECTOR so Ag coum, TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPEC ' N I FOU ATION-I ST ROUGH P'LUMBING UNDATION, 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIP ,�ATION ] CAULKING REMARKS:t A, 7, T DAT E A 500-0, INSPECTORC;;;� C7 �oF so/Iry or TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE STMT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE �' INSPECTOR -I L -TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI , N = [ ] FOUNDATION IST [ ] R GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: on DATE �� INSPECTOR f oF souryolo TOWN OF SOUTHOLD BUILDING DEPT." ' , 765-1802 [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION, [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OP SOpTyo G • �O courm,� TOWN'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ ] FOUNDATION IST >1ROU LUMBING ] FOUNDATION 2ND ULATION ] FRAMING / STRAPPING NAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI C ATION XZ CAULKING REMARKS: : V AW- CA� �'tL- Gam'' d DATE — ANSPECTOR 3,� rsF SOpj�ol cOUM`1,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI TION [ ] CAULKING. REMARKS: -SXPk- aa DATE INSPECTOR IA4 OF SO(/T�O! �ycourm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION = [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINALCA—) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ION [ ] CAULKING REMARKS: DATE INSPECTOR OF SO�lyolo G �O cOUNi`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765.1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IVSULATION [ ] FRAMING / STRAPPING [ FINA 4) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ek A C. y DATE INSPECTOR ' 7 OF S0(/Tyo 94 COMM, TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY 6FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMA S: DATE INSPECTOR i R f,/ .LYJ-1'1r1M-GYJ1'7 1C1.17 rrom:o�-Nm 4.1'1 Inspec Lors DJIJ01.37 r7`t 110 :1/1 1 SUFFOLK CONTX WATER AUTHORITY 4060 Sunrise Highway,Oakdale,NY 11769 � (631)563-0701 Fax(631)563-9794 To: Chris Remlpe Fax: 631-288-3849 Date: 03/10/14 Re: Results of Fire Flow Test Location: Kimberly Lane,Southold As requested, below please find the results of fixe pow test. This test was performed during period of low water demand. Such a test, usually, does 1 of reflect the fire flow available under the conditions found in a high water demand period. We have reviewed the past peak demand information that is.available for this area. Historically,the static pressui a in this area has been as low as 50 psi. You should adjust the flow test to resect the lower static pressure prior to using it for any design work,such as a sprinkler system. You may need to adjust the flow as well. Always remember to account for any difference in the ground elevation betw�eln the test location and your design site location as well. Any flow test, including one with a peak demand ad"ustmen4 only reflects the conditions at the time of the test and may not accurately reflect what fire flqor static pressure will be available in the future. It could be a higher or lower value. The fire flow oil!the static pressure available at any specific time will depend on system demand and the availability of Water supply infrastructure. 1f you have any questions,please contact the undersigned at(631) 563-0201. Very t y ya rs, Richard"ff,P.E. Distribution Engineering Manager E10 CYIPY]IJ)VIiT I ww.w ww.i..��..•—•-.w..x..r.w.vw...w.w.rxw.WNr �.--+.��....� y EMAP#? LD 21-Q PRESS HYD S HYD LOCATION . �--- ----^- 6o—CF7 amotA PINE NECK ROAD AND OA OOD DRIVE 0.75 i --4 STATIC PSI DATE -- - 68 3/7/2014. RES10 PSI - TIME OF DAY j I 44 j itis:QO PM FLOW HYDO FLCQW HY CATION r~ KIMBERLY LAVE 1ST HYD S/O PINE NECK ROAD NO NOZ,ZIE SIZE PiTOT#'1 JPJT0T#2 GPM I=LOW -� IEL&R PSS 1 4.5 Z3 S6$3 r 2,375 GPM FLOW 1 GPM~ � PEAK ADJ STEU sTA nc PsiAQlflS!'ED1 LOW COMMF-NTS so W DEGREES I '„-- , ROUGH PLUAOM �: � �►�"� OPT.Peil Mo, t I Ma PAM STATE ENERGY r RON of E rte►r��r_.�� � �.�, .._ •���� ��. I' A OV.1 1 i Wr w �� i ��A OF,SOUTHOLD BUILDING PERMIT APPLICATI6N CHECKLIST `UUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plan; ____ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldTown.NorthFork.net PERMIT NO. ,�j � Check Septic Form _ N.Y.S.D.E.C. Trustees C.O. Application Flood Permit _ Examined ,20 Single&Separate r 1 Storm-Water Assessment Form Contact: F?apLp B .(yAEZ°�72( R-A - Approved, _,20 Call to: 14 CodEFz.T' '4,1�aFfJVr= Disapproved a/c fij ) t;�-PU 9TSWAA?—T-M-PP0F?z� tlSBO.2.,2.1 Phone• 9fo °.437-7-85a Expiration L 20�� FLI E V E Building Inspector 16 �0� APPLICATION FOR BUILDING PERMIT OCTDate S EP f aZ , 2012- BLDG 012.BLDG DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This,application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans;accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months:fi•oin 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 appiicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. AIQ (Signature of applicant or name, f a corporation) t 4• co\)Emr Aw acs `31C,W,41T NA4_XXZ/ t-� tl9,50.22-Lq (Mailing address of applicant) State whether applicant is owner, lessee, gent (EID engineer, general contractor, electrician, plumber or builder Name o ow er of premises `3t4AtAC�,Cz (As on the tax roll or latest deed) If appl'c 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 whicl', roposed work will be done: t t Co D K t Ntae-P_--f House Number Street Hamlet County Tax Map No. 1000 Section -10 Block = t3 Lot 2D-'7 f Subdivision`I-,A F3 ky Ism 01 Tbfe, g� Filed Map No. 6A&?> Lot 7 6 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5f136Cc,- 1=A"LLzj_ I2E0 CDG;) E b. Intended use and occupancy �Sd t3eLE5 F~1L--f 3. Nature of work (check which applicable): New Building Addition ✓ Alteration ✓ Repair Removal Demolition Other Work - (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 3 6. If business, commercial or.mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front GSA Rear CoS.4 Depth 5( •'L,� Height 2'1 1 Number of Stories 2 Dimensions of same structure with alterations or additions. Front CDGA' Rear Depth 82.' I 1 Height 3l Pte? Number of Stories ?) 8. Dimensions of entire new construction: Front Rear Ddfii ;Height Number of Stories 9. Size of lot: Front I S3a'7 1 Rear t S5.a ) Depth 321 10. Date of Purchase Gly 6/10 Name of Former Owner C-U rG&)e F R o b 11. Zone or use district in which premises are situated R- -4 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓ NO 13. Will lot be re-graded? YES ✓ NO Will excess fill be removed from premises? YES NO ✓ HAMAR. I- L4.,a 6o Couorr-td Mltsis� cT. 14. Names of Owner of premisePA%Zc:-:L, 6uUAfvaC'0Address ME61.vLu ej(�' P Phone No. Name of Architect CC-R6PD M.M&-(E�r F--A• Addresss ►. W�TPhone No G 1(P-4:57.7350 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10.feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO " IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF NAS5i ) ) eERAP-0 C , K4F--fes, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said wort:and to make and file this application; that all statements contained in this application are true to the best of his I:nowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith Sw i>{ ,before me this day of D C� *0 � RUGLIO ate of New York 0338 Notary Public Qusau Countyl3 Signature of licant Commission Expires Dec.31,20_ BOARD MEMBERS Southold Town Hall • Leslie Kanes Weisman,Chairperson O��QF SU(/jyol 53095 Main Road•P.O. Box 1179 h O Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P. Goehringer Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Ken Schneider Ol,�Own Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 18,2011 ZBA FILE: #6487 NAME OF APPLICANT: Shamgar Capitol,LLC Daniel Buttafuoco PROPERTY LOCATION: 1165 Kimberly Lane,(adj.to Southold Bay)Southold,NY SCTM 1000-70-13-20.7 SEORA 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 further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 28, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: A Memorandum dated Aug. 1, 2011 confirming that the Applicant's proposal is INCONSISTENT, was submitted to the Board of Appeals under Chapter 95, Waterfront Consistency Review of the Town of Southold Code and Local Waterfront Revitalization Program (LWRP) standards. In relation to the variance the Applicant seeks for a nonconforming bulkhead setback, The LWRP Coordinator cites Policy 5, recommending 1) that the new proposed septic system be required to be shown on an updated site plan survey, and also cites Policy 6, recommending 2) that a 25 feet wide landscaped buffer be established landward of the bulkhead, if a variance for the bulkhead setback is granted. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a 52,318 sq. ft. waterfront parcel in the R-40 Zone. The northerly lot line measures 345.89 feet.The easterly lot line measures 123.52 feet along Southold Bay, the southerly lot line measures 354.32 feet, and the westerly lot line measures 153.71 feet along Kimberly Lane. The parcel is improved with a single-family dwelling, and is shown,along with the proposed new three-story dwelling, and new septic system, on the site plan survey drawn by Gerard E.Meyer,Architect, dated Sept. 17, 2010, and last revised on Aug. 2, 2011. BASIS OF APPLICATION: Request for Variances from Article XXII Code Section 280-1-16 and Article III Section 280-14 and the Building Inspector's February 25, 2011 updated June 9, 2011 Notice of Disapproval based on an application for building permit for reconstruction of an existing dwelling with third story addition at: 1) less than the code required setback of 75 feet from a bulkhead, 2)more than the code required number of stories of 2 %. RELIEF REQUESTED: The applicant proposes to reconstruct an existing two story single family dwelling, with a nonconforming 53.5 feet bulkhead setback, built in 1991, and to construct additions and alterations, including a third story to this single family dwelling with a nonconforming 57 foot bulkhead setback. This construction requires a variance for the proposed new bulkhead setback, and another variance for the proposed three-story structure Page 2—August 18,2011 ZE1X Fde#6487—Shamgar Capitol,LLC CTM. 1000-70-13-20 7 ADDITIONAL INFORMATION: At the public hearing on August 4,2011 the applicant's architect submitted an updated site plan dated August 2, 2011 that showed the proposed drywells and septic system per the request of the UNW coordinator. The proposed third story would be used as a family gathering space with balcony. The applicant and his architect verbally agreed to reduce the livable floor area of the proposed third floor to a code conforming size in order to eliminate the variance for a third story. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Aug. 4,2011, at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property,an assessment of the character of the neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance for the Applicant's proposed new nonconforming setback from the bulkhead will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There are several properties in the neighborhood with existing single-family dwellings that have nonconforming bulkhead setbacks. Grant of the variance for the Applicant's proposed new three-story dwelling will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is not characterized by the existence of single-family dwellings with large, nonconforming, livable third stories, such as the structure proposed by the Applicant. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant for reconstruction of a new single family dwelling using some existing foundation and exterior walls cannot be achieved-by some method, feasible for the applicant to pursue, other than an area variance, because the existing house is located within the 75 foot bulkhead setback and as such any construction would require a variance The benefit sought by the Applicant for construction of a three story structure can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The Applicant can design a structure that conforms to Town Code in regard to the number of stories. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for a nonconforming, 57 foot bulkhead setback represents a 24%relief from the Town Code required 75 feet, and is,by itself, substantial. .However,the applicant is proposing to reduce the existing non-conformity of 53.5 ft by increasing the bulkhead setback to 57 ft. and several homes in this neighborhood have similar bulkhead setbacks. The variance proposed by the Applicant for construction of a three story dwelling when Town Code allows for 2 '/2 stories, is also, by itself, substantial, with the degree of nonconformity exacerbated by the proposed nonconforming bulkhead setback. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant is proposing to abandon the existing seaward septic system and install a new septic system in front of the home, away from the water along with new drywells for storm water collection on site. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant in part and deny in part the variances requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a reconstructed house 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 Horning, seconded by Member Schneider, and duly carried, to GRANT, the variance for a 57 foot bulkhead setback as applied for, and shown on the site plan survey drawn by r. . r •I— ___ A__L:._,.. .J,. _A Q....#. 1-7 'n 10 —A Inct rwicnrl AIIQ 7 7n I I Page 3—August 18,2011 ZBA File#6487—Shamgar Capitol,LLC CTM- 1000-70-13-20.7 DENY, the variance for the construction of a three story structure, as applied for, and shown on page 6 of the construction design plans drawn by Gerard E. Meyer,Architect, dated Sept. 17,2010. Before applying for a building; permit,the applicant or agent must submit to the Board of Appeals for approval and filing,two sets of the final site plan, and, architectural drawing.conforming to the relief granted herein.The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps,are not authorized under this application when involving nonconformities under the zoning code. 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board.• Ayes:Members Weisman(Chairperson),Horning, Goehringer, Dinizio, Schneider. This Resolution was duly ado ted(S-0). Leslie Kanes Weisman,Chairperson Approved for filing /a� /2011 RECEIVED BUTTAFUOCO RESIDENCE - Proiect Description llk.�' 1 2 M7. The project proposes additions and alterations to an existing two story singVAR #APPEALS residence. The project will expand the footprint of the house with an addition at the north- east corner of the house (approximately 19.4' x 20.8') to square off the structure and form a full rectangular shape. There will be a one story addition at the north-west corner of the dwelling to expand the existing attached garage, approximately 25.33' wide x 27.33' long. Many of the interior partitions of the first floor will be modified or removed to convert certain rooms into other spaces and different uses. We proposed the construction of a one story roofed over porch at the westerly side of the house near the entry area(approximately 12.0' deep x 19.0' wide) and a two level open porch across the easterly side of the house, 8.0' deep by 65.42'long, with a slightly widened deck area at the south-east comer that will project a total of 12.0' from the main dwelling. The ground floor level of the open porches will be constructed to allow any storm water run-off to penetrate to the area below and percolate into the ground. This proposed construction will require the removal of an existing wood deck (approximately 20.0' deep x 18.0' wide) located at the easterly side of the house that currently projects out further and closer to the bulkhead and water than the proposed additions and new porches. The project will also remove and replace the current partial second floor with a new full second story and a new attic area. A small portion of the attic area will be built and be finished off to be deemed a third story. This finished off portion is less than one third of the total attic area and less than 12 percent of the floor area of the second floor below. The current structure has a partial basement area below, but the proposed additions will be constructed with new crawl space areas. The exterior aesthetics of the altered house will include new siding of a cedar shingle look with white trim& corner boards, decorative columns at the open porches, an Architectural and dimensional style roofing material and wood (or synthetic composition style) decking at the open porch areas. We propose new windows and doors allowing more viewing opportunities to the east towards Southold Bay. The house will not be expanded towards any of the neighbors and will therefore not pose a problem to the privacy of the adjoining property owners. The residence currently has a sanitary septic system located east of the structure. The project proposes eliminating this current system and creating a new sanitary septic system to the west of the house. This new system will,be more landward and further away from Southold Bay. The project proposes the re-directing of the current driveway, but the majority of the current landscaping and vegetation will remain "as is". Every effort will be taken to maintain the conditions of the existing site and water-run-off protection will be provided as required to ensure site containment. New storm water collection drywells will be installed and the roof gutters & leaders will be tied directly into those drywells. - - - RECEIVEn E DEC &6,10 .--, 'APPLICANT'S PROJECT DESCRIPI'':-+v S C'4eL TA'U,LLa/ 80ARD OF APPEALS APPLICANT: B0TI'f R)OCa M6:,R- DATE PREPARED: 1.For Demolition of Existing Building Areas Please describe areas being removed: F4--1#p\3e e�o[s'T'i.lje WOOD DEQ,Gam(-��0, 2.0'A 19 LzEMW B (=67-1 fJ PAR4-t- 7 ck-s5 W tTl y l '2v' C z)C)R. ar 1-0ct= sT'V-0cTUzk3 II.New Construction Areas(New Dwelling or'New Additions/Extensions): Dimensions of first floor extension:,t lZRE64--CoirL ADDtT1 of o5 A=CX:W'4b t3V t9�G&PM2,M 2"7cc> Dimensions of new second floor: 14 E1hc 2 1 L=47.1 CA4,P -t w. 3S' x Co G` Dimensions of floor above second level: NEW AMC-!3=1 L4aK, .4PQROk.. 03.5' x Height(from finished ground to top of ridge): QPPP-24 32 FtRg'T Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: NO FPZCF0SE�D "0W 6m,s ME r III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: OM 4MAC-6415t7 Number of Floors and General Characteristics BEFORE Alterations: 0%L,5'TL1,E TW O STDFzy sire 04ALL->-f IZESLDM=CAa W/tel' b TWO cC . <&A4ZA4E0r=r w� r1&AZT tel_ 01-3r Number of Floors and Changes WITH Alterations: MZOMsEM 1MQ-E'6 5TDEzf 15W'X� -- Ale[t Lr j 2Z-SL-00 SGC W LTb# ATl"A0=1+EC)M2b5e CAFF. S-44 zA a IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 2 GCo9.88 SF Proposed increase of building coverage: 2,-7 08.CY2 5 F Square footage of your lot: 52,318,00 'or- Percentage ogPercentage of coverage of your lot by building area: L D.68 oro FIF-C e)sev V.Purpose of New Construction: Plzoeosmo ,4 >D1 nc*.3 ,<emon,,T r> S TO A43 GUX--K-,r=e FAMLLU'-f 9-8St0e&"r-e Tt> M.M707rrli'e PeeDS OF VI.Please describe the land contours(flat,slope %,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): TE e s U e L-6 FL.6,;i"Vel LTb+ !'L L614 '5C --FS-5©t~L ie5;5. T-14AP 3 5vo T EV-e L,5 A W4Cs61 FtXQT a F (1.o sC.aP[tZ& CCWO Tb ELG\)ATL[*5 0P 8.0 4 "7.0 THS Ncf,3- Cap EbRM tl'*-f W M4 TME 0!)Oe &K-T5,7D©0 WM4 FI14 L Sof O& Ott Ar 15MALL_. PORT LZ:)P OF T a PRoPo sSD ATfi1 C. \UtftC H l S DUEfAZED ^ TI+UZ1] 0 Com`f Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to!be altered with yard view. 4/2012 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson o���F SQ�Tyo 53095 Main Road•P.O.Box 1179 h !Q Southold,NY 11971-0959 >�t Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Ken Schneider 29, Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS CEIV D TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 MA 2 s 2013 ZkCletr FINDINGS,DELIBERATIONS AND DETERMINATIONthofd MEETING OF MARCH 21,2013 ZBA FILE: 6620 NAME OF APPLICANT: Shamgar Capital, LLC (Daniel Buttafuoco) SCTM 1000-70-13-20.7 PROPERTY LOCATION: 1165 Kimberly Lane(adj. to Southold Bay), Southold,NY 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 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 8, 2013, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 31, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a 52,318 sq. ft. waterfront parcel in the R-40 Zone. The northerly lot line measures 345.89 ft. along an adjacent parcel. The easterly lot line measures 123.52 ft. along Southold Bay. The southerly lot line measures 354.32 ft. along another property, and the westerly lot line measures 153.71 ft. along Kimberly Ave. The property is improved with a single family dwelling which is shown, along with proposed additions, on the survey and site plan pagesl-7 drawn by Gerard. E. Meyer, Architect, with revisions, last dated Aug. 13,2012. BASIS OF APPLICATION: Request for Variance from Article III Section 280-14 and the Building Inspector's October 21, 2012 Notice of Disapproval based on an application for building permit for construction of a third story addition at: 1)more than the code required number of stories of 2 1/2. RELIEF REQUESTED: The Applicant requests a variance to allow for a livable area of 283.5 sq, ft, on the third story, where Town Code only permits 2 '/z stories of livable area. ADDITIONAL INFORMATION: The property was the subject of prior ZBA decision 6487, dated Aug. 18,2011, where the Board denied a request for a variance for the construction of a three story structure. This new request for a variance is substantially different from the original request, in both concept and construction design, so therefore this Board considers that this request is different enough to merit being considered as a new application. At the Page 2 of 3—March 21,2013 Z.BA File#6620—Shamgar Capital,LLC SCTM. 1000-70-13-20 7 public hearing the applicant was asked to provide information on any other third story variances granted within the town. On March 15, 2013 the Board received documentation from the applicant's architect, Gerard E. Meyer, citing 6 prior decisions by the ZBA granting third story non-habitable space similar to that proposed by the applicant. FINDINGS OF FACT'/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 7,2013,that was adjourned upon Applicant's agent written request,and on March 7,2013, at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed sitting area on the third story will not change the height, or overall exterior appearance of the single family dwelling. The proposed building height of 31.8 ft is below the code permitted maximum height of 35 feet and it keeps an appearance of a 2 % story dwelling. The finished sitting area will be 12+% of overall attic area,and the entire attic area contains+/-26% (considerably less than half) of the area on the second story. There will be only one reverse gable window in the roof over the finished sitting area to minimize the appearance of a third story. 2. Town Law 267-b 3 b 2 . The benefit sought by the Applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Although the Applicant can conceivably design a structure that conforms to Town Code in the number of stories, the Applicant seeks to construct a 283.5 sq, ft. finished sitting room with access to an outdoor deck, in a third story location,which as it is defined by Town Code, requires a variance. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However, the finished attic space represents+/-12%of the entire attic sq, ft area, and the attic is +/-26%of the total sq. ft, area of the second story. The remainder of the attic area will be reduced in height and used for storage only.Additionally,the entire house will have a fire sprinkler system installed. 4. Town Law 4267-b(3)(b){4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and all other applicable local, county,and state codes, including, and not limited to, all fire protection codes. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the I imitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a sitting room in a third story location, 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 267-13, motion was offered by Member Horning„ seconded by Member Weisman (Chairperson),and duly carried,to GRANT,the variance as applied for, and shown on the site plan and architectural drawings labeled pages 1-7 drawn by Gerard. E. Meyer, Architect, with revisions, last dated Aug. 13, 2012. Subject to the following conditions: Page 3 o€3—March 21,2013 ZBA File#6620—Shamgar Capital,LLC SCTM 1000-70-13-20.7 CONDITIONS: 1. The third story livable area of 283.5 sq, ft will not be further enlarged or expanded, and will not contain any bedroom,bathroom, dining, or kitchen space 2. The dwelling shall have afire sprinkler system installed per NYS code. .That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited to this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board• Ayes. Members. Weisman(Chairperson), Coehringer, Horning,Schneider This Resolution was duly adopted(4-0) ti —�,! 1ed� � Leslie Kanes Weisman, hairperson Approved for filing 51 4 6 12013 V -7 i , V ( -� , BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson so 53095 Main Road•P.O.Box 1179 p Southold,NY 11971-0959 Enc Dantes Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning ® �Oac 54375 Main Road(at Youngs Avenue) Kenneth Schneider �IyCOU Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809.Fax(631)765-9064 June 23, 2014 Michael A. Kimack E Attorney at Law Eu 321 Riverside Drive Riverhead,NY 11901 ju 2 5 2014 RE: ZBA#6487-Buttafuoco BLDG DEPT Dear Mr. Kimack: TOWN OF SOUTNOLD I have reviewed your letter dated June 19,2014,requesting a de minimus determination in the above referenced ZBA decision.Your proposal to increase the height of the master bedroom ridge line and exterior walls is shown on the following documents which you submitted with your request: two partial plans date stamped received June 20, 2014 by the ZBA, and the elevation drawings last revised June 18, 201,4 pages 2&3 by Gerard E. Meyer,Architect,titled Buttafuoco Residence. Based upon the information provided above, I have determined that your requested modification is de minimus in nature because no additional nonconformity will be created, and the intent of the original ZBA decision will not be altered.Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request to the Building Department so that you can apply for a building permit. If you have any questions,please call the office. Silie ere , r � f Leslie Kanes Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector Michael A. Kimack Attorney at Law 321 Riverside Drive Riverhead,New York, 11901 Tel. 516-658-6807 LI CFS E-mail: mkimack2@verizon.netU June 19, 2014 To: Zoning Board of Appeals Subject: ZBA File: # 6487: Shamgar capitol, LLC Daniel Buttafouco Request for approval of minor revision to submitted plans: Raising ridge line to create storage space above master bedroom We respectfully request approval to increase the height of the master bedroom ridge line and exterior walls to create a storage area above. Attached please find existing approved elevation and proposed elevation change for your consideration. Let me know if you require additional information in this matter. Sincerely, Michael A. 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Bredemeyer III, President ® Town Hall Annex Michael J. Domino Vice-President 4°�f;=``' "T 54375 Main Road ' ".e -' s , P.O. Box 1179 James F. King,Trustee Southold, New York 11971-0959 fr Dave Bergen, Trustee � Charles J. Sanders, Trustee Telephone (631) 765-1892 t��®UN���`�� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES May 20, 2015 TOWN OF SOUTHOLD Mr. Michael Kimack Ll � � AM 3--2015 321 Riverside Drive Riverhead, NY 11901 RE: SHAMGAR CAPITAL, LLC C/O DANIEL BUTTAFUOCO _i 1165 KIMBERLY LANE, SOUTHOLD SCTM# 70-13-20.7 Dear Mr. Kimack: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 20, 2015: RESOLVED, that the Southold Town Board of Trustees APPROVES the Administrative Amendment to Wetland Permit #8271 to add a one-story open porch addition and wood deck (280.74sq.ft.) onto the landward side of the dwelling; and as depicted on the revised site plan prepared by Gerard E. Meyer, Architect, last dated April 7, 2015 and stamped approved on May 20, 2015. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, John M. Bredemeyer III President, Board of Trustees JMB:amn John M.Bredemeyer III,President ��0f SO(/�yO Town Hall Annex Michael J.Domino,Vice-President ,�O l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Charles J.Sanders O ��- F 1gCpG'V[E ����UNT`1,�� - D D BOARD OF TOWN TRUSTEES SEP 2 3 2016 TOWN OF SOUTHOLD BUILDING DEPT. CERTIFICATE OF COMPLIANCE TOWN OF SOUTHOLD # 1269C Date: September 14, 2016 THIS CERTIFIES that the construction of additions and `alterations to existing two- story single family dwelling of a+/-19.4'x+/-20.8' addition at the north-east corner, a one-story +/-25.3 3'x+/-27 33' addition at the north-west corner to expand the garage; a proposed+/-1 2'x +/-19' one-story roofed-over porch on westerly side,• remove existingeasterly wood deck and construct a two-level 8' to 12' deep by 65.42' long open porch; remove existing and construct new second story and new third-stogy attic/living area; add a one-story open porch addition and wood deck(280.74 sq ft) onto the landward side of the dwelling; install hew-'Y deep footings and foundations around'perimeter of the proposed additions-,remove existing sanitary system and install new sanitary system further-landward; the installation of gutters to -__ .__ -_.__.___leaders-to-drywells on-the-dwelling•,and-to-downsize-the proposed.driveway,to.a.3,7.00,.sg._ft.__ paved area that is to be 10' wide with a partial stone driveway section;paved area to have 8 drywells installed for runoff, with the condition that the existing structure is not to be demolished and if there is reason for the structure to be demolished new permits must be applied for prior to demolition; At 1165 Kimberly Lane, Southold Suffolk County Tax Map#1000-70-13-20.7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 8, 2014, pursuant to which Trustees Wetland Permit#8271 Dated August 21, 2013, was issued and Amended on January 22,2014 and also Amended on May 20,2015 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 construction of additions and alterations to existing two-story single family dwelling of a+/-19.4'x+/-20.8' addition at the north-east comer; a one-story+/-25.3 3'x+/-27.3 3' addition at the north-west corner to expand thegarage; a proposed+/-12'x+/-19' one-story roofed-over porch on westerly side; remove existingeasterly asterly wood deck and construct a two-level 8' to 12' deep by 65.42' long open porch• remove existing and construct new second story and new third-story attic/living area; add a one-story open porch addition and wood deck(280.74 sq ft.) onto the landward side of the dwelling; install new 3' deep footings and foundations around perimeter of the proposed additions; remove existingsanitary anitary system and instair new sanitary system further landward; the installation of gutters to leaders to drywells on the dwelling; and to downsize the proposed driveway to a 3,700 sg ft paved area that is to be 10' wide with a partial stone driveway section; paved area to have 8 drywells installed for runoff with the condition that the existing structure is not to be demolished and if there is reason for the structure to be demolished,new permits must be applied for prior to demolition. The certificate is issued to SHAMGAR CAPITAL, LLC c/o DANIEL BUTTAF_UOCO owner of the aforesaid property. Authorized Signature sge7 BOARD MEMBERS *OF 50!/TSouthold Town Hall ®� ��l Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 ® Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Homing '�� ® ^��® 54375 Main Road(at Youngs Avenue) Kenneth Schneider cou Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631)765-9064 �rCT October 17, 2014D Michael A. Kimack 2014 321 Riverside Drive Riverhead,NY 11901 BLDG DEPT TOWN OF SOUTHOLD �oloa p V i cki RE: ZBA#l6487—Shamgar Capitol, LLC Dear Mr.Kimack: At the October 16, 2014 Special Meeting,the Board of Appeals reviewed your letter dated October 9,2014 requesting a de minimus determination in the above referenced ZBA decision. Your proposal to extend the length of the third floor deck to a total of 32 feet is shown on the following documents which you submitted with your request: architectural drawings titled Buttafuoco Residence prepared by Gerard E. Meyer,Architect dated July 9, 2013, last revised September 29, 2014,pages 2 &6. Based upon the information provided above,we have determined,by unanimous vote, that your requested modification is not de minimus in nature because the intent of the original ZBA decision to permit a small outdoor deck in conjunction with a third floor habitable sitting area will be altered. Should you decide to go forward with your plan to add additional decking to the third floor,you will have to go to the Building Department to obtain a Notice of Disapproval and then apply to the Zoning Board for an area variance. If our office can be of assistance, please do not hesitate to contact us. Sinc er y, ald �-d,�u Les ie Kanes W. isman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector Michael A. Kimack RECEIVED D Attorney at Law 'T 1 0 20114 321 Riverside Drive Riverhead,New York, 11901 BOARD OF APPEALS Tel. 516-658-6807 E-mail: mkimack2gverizon.net October 9, 2014 To: Zoning board of Appeals Subject: ZBA file# 6487: Shamgar Capitol, LLC, Daniel Buttafuoco, Mgr. Request for a De minimus letter for a minor revision to the approved plans: Extending the third floor observation deck 8 feet on both sides of the approved deck. We respectfully request approval to extend the length of the observation deck by 8 feet on both sides for a total of an additional sixteen (16) feet of observation deck as shown on the attached architectural drawings. Let me know if I may be of further assistance in this matter. 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S e Y?'".:E7:_:s:: 'y .'W' ✓°4 •.J .d'�°;-"".,, ,aa - ua - +/:::,..,f..,..Ra..- <,i.:' .t,... ,.0 r: 5 �r •at`1. .ri C „}C' 'xM. :u.. •:Kia -:;.*..,. .3Y'b:�` ^:'£if::-i: :, } °t :y',t ::€:, 'df.:::�.'- s,✓... .Sl'.....a..., %-::..:,- .::9: a:;A,%; L 1 S NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION among Facility DEC ID 1-4738-04304 PERMIT Under the Environmental Conservation Law ECL 'Permittee and Facility Information Permit Issued To: DANIEL BUTTAFUOCO BUTTAFUOCO PROPERTY 1165 KIMBERLY LN 1165 KIMBERLY LANI✓JSCTM 1000-70-13- 20.7 SOUTHOLD,NY"-11971 SOUTHOLD,NY 1197 Facility Application Contact: ~¢� TDA INC:°` MAR 2014 72 BAYSIDE DR POINT{ZOOKOUT,NY 11569 BLDG DEPT,'; _�JJJ (516):8'97-2408 rowry of SouTH �D Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: SOUTHOLD r Facility Principal Reference Point: NYTM-E: 717.135 NYTM-N: 4547.848 Latitude: 41'03'10.5" Longitude: 72°24'58.4" t�,4.s:^,�'..._Ts.:1.'•,..:,::,••,:�..a;.t•:•x,x-�.-'�7.^.,':�:'.te¢�:; e3;f..'�S'�sRi.r.'�ifY'Yii x'""a�.`.v°. 'a�..u�":'i...:r7.�';-«£`rr;:7LLX°�tc'.�:.�,sw_F.�..,Xt;,'4St:==�cXi':�arr;.�:°i�.•.c•;�• Authorized Activity: Construct additio.�ns,replace portions of the existing paved driveway, install drywells and draioager str cti fes;,7an44r locate the septic system all located more than 100 feet)andWiird of the wetk9d"boundary (Mean High Via D),as shown on the attached plans prepared;bf erard E. 01 Meyer,last revised 12/5/13, stamped "NYSDEC''Ap owed" on 12/19/13. SAP:,1=09=012 Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID,1-4738-,04304/00001 !:-V: New Permit Effectve,Date;12/20/,203 .• Expiration,Date:rJ2/19/.2018 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:ROGER EVANS, Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,My11790-3409 Authorized Signature: Date /7-11-0/7-0/�7 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04304 Distribution List TDA INC Habitat-TW KEVIN A KISPERT Permit Components NATURAL RESOURCE PERMIT CONDITIONS 401 GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICAT ON OF OTHER PERMITTEE OBLIGATIONS r . w w' Y; Permit Attachments =, Site.Plan 12/5/203 `uiNPAT u. - AIP r 4•SO Yl CE,-,]PPFRMI,,T,`=CONDIzT�IONS- �Apply4to-�th�e-Following mit!cs,: TIDAL WETLANDS i. Regulated Activities Authorized By ThisPermit This permit authorizes only,those regulated activities/structures identified under the section Desenption,of Authorized Activity.NYSDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures,which would have required a permit but for which no permit or other =` authorization has been granted NYSDEC. s V 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the'app"roved'pl'aris'su> mitted'liy'the;applicarit`oi applicant's-agent"as'p'd of the permit pplication. Such approved:plans-were:,prepared;by.;Gerard.E.Meyer,_last.revised-12/5/13;stamped-."NYSDEC Approved"`on 12/19/13. 3. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall,sign and return'the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. r Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION -_ Facility DEC 1D 1-4738-04304 5. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 6. Structure Must Be At Least 75 Feet Landward Of Wetland Boundary This permit authorizes the reconstruction or restoration of residential structures located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands, or structures in the adjacent area but located less than 75 feet from the wetland boundary;'are riot airtlorized ,v,,, 7. Development Restrictions Reconstruction/restoration projects authorizedby this permit must meet all of the applicabl'eldevelopment restrictions of 6 NYCRR Part 661.6(a)(1),'(4. and (7): ee minimum � , -The 75 foot wetland setback requirement for all principal structures and all non-w ater- dependent stru tures exceeding 100 square feet in area. -The 200//a maximum adjacent area coverage limitation for impervious structures and surfaceOlil, -The 7 foot minimum wetland setback requirement for all hard surface driveways,roads,parking'areas and similar impervious surfaces exceeding 500 square feet in area. ffx 8. API-ea of Disturbance for Structures Disturbance to the natural vegetation or topography seawafd of th'fe "Limits of Land Disturbance" as shown on the approved plans is prohibited. -:b�. �'i ,,"`::.%Y:rss,�5s:'..,�'n�r�7�r:.a'+:::t•:�`rkfix+t49�.;xu'-:Fl.`=^3.".s.i�n.;.. •�•t�.:,•:'t;.:•r;•'!7,�'r."Ps-'d'�In`&Ti?r,5:.t::a".�'x�3`.�? '.�'�`3�rb:':3skR`.k�hb�.a`�+T °.F� 9. Straw Bales or Othenat,TJidal Wetland A row of staked straw bales or approvable erosion control 1t ., devices shal_l�be—aced at the landward:edge of the buffer area or 75 linear feet from the tidal and boundary;or as per the NYSDEC-approve8$lan,,prior to commencement of any,Fegul'Red activities and rem in in place and in good, functional condition untihthe project is com eted=�and all disturbed areas are stabilized with vegetation. 10. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily,exposedor stockpiled for longbr than 48 hours shall be contained by a continuous line of staked haybales/silty curtains,(or other NYSDEC approved devices)placed on the seaward side between the fill and the; wetlanArprotected-buffer"area:• Tarps are authorized•to supplement-these}approved•methods-.-" � +tr3:,c2?+lix2-a.y—:,.- -.• •;;-s•.>,�,i:v,`.:•;nl.:'.,.. .: :•": :•:.:•,--:' -.y•'•;...,t,,':;y,•:�_Yc'b.:�.:rf?_ri:Y;�•$.�s.�:;-•�•p._�?.�?'�':`1=.:•-gr.�e?_•:L_�„J 11. Vegetaie All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion'prior to the project completion or expiration date of this permit;=whichever comes first. 12. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff from a - 2 inch/24 hours precipitation event. All drywells shall be located a minimum of 75 feet landward of the tidal wetland boundary. 13. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 14. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 3 of 6 • Y Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION IWAW Facility DEC ID 1-4738-04304 15. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 16. No Disturbance to Vegetated Tidal'Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 17. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. 18. Driveway/Parking Area of Pe'r'vious Material Portions of driveway;and parking areas shall be constructed of NYSDEC-approved pervious materials as shown on the approved plans. 19. Concrete Leachate During construction,no wet or fresh concrete or leachate`shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete 10 trucks,mixers;'or other devices be allowed to enter any wetland or waters. Only watertiglt.or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 20. Precautions Against Contamination of Waters All necessary precautions shall be taken•to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 21. State May Require Site Restoration If upon the expiration or revocation of this permit,the project here - authorazed,has not been co7•� leted thea 1 cant shall v t out ex ense�to the State and Y J.k.. .•Y,a •x..:..s• °'te -�C.p Q9 "ea:M a .7t .,,.n. tN«k., to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,;remove'all'br aii pogion of the uncompleted structure or fill and restore the.site't6lfs former ccondli on. No claim shall be made'ragainst the State of New York on account:of any such °n remoal or alteration. 22.?State May Order Removal or Alteration of Work If future operations by the State of New York requfre an alteration in the position of the structure or work herein authorized, or if, in the opinion of-the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of'the people of the State, or".cause,loss or destruction..o the�natural,Kgsources:of thevS,tate,;the�oYvnex_rDay..be ordered;by the Department to remove or alter the structural work,;'& obstructions, or hazards caused thereby without �=:}ti;»:i�'iR-S'i'.�:3`s:7:•LzJ •;•;.-•:.-.;.....-. .t pr,•�•;=.hx:?".o M..wa;..•,.r`:x': >, expense to.;'&' 'if;upon"tyt:.he expiration ors):revo ocation f-tfiis permit, 'the.strucfu•re,fill, excavation,"6r other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 4 of 6 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �+� Facility DEC ID 1-4738-04304 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a perso to accompany the Department's representative during an inspection, to the permit area when requested by the Department. . �r A.copy of this permit, including all referenced maps, drawings and special condition s!-must be available for inspection f the Department at all times at the project site or facility.-Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unlessexpressly provided for by the Department, issuance of this permit does not modify, supersede or rescind ani order or determination previously issued by the Department or any of the terms, conditions or requiremepts contalned in such order or determination. I, 3. Afpplications For Permit Renewals,Modifications or Transfers The permittee must submit separate written application to the Department for permit renewal, modification or transfer of this permit'ySiS'ch�'application in is ificl de n �ffiFms'oi s pplemerital4in orinatidn�the IDep`artment-'requi 0s. Any renewal, mod ficati_ontoxitransfer granted by the Department must be in writing. Submission.of, applicationsf�rpeimit renewal, modifiaati: n or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS xn SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days befo're'peririif'expiratibii'-f6i ih&follb*iii pe mi iit'authorizatibns: Tidht Wetland's: 5. Permit`Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false.or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 ► AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04304 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts,L4jal Responsibility and Agrees to IndemnificationN The permittee, excepting4ate or federal agencies, expressly agrees to indemnify and 11"od harmless the Department of Environmental Conservation of the State of New York, its representatives,°er ploy_ees, and agents("DEC" for all claims, suits, actions, and damages, to the extent attributable to thb,. permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operati and maintenance of, the facility or facilities authorized by the permit whether ink compliance not in compliance with the terms and conditions of the permit. This indemnificatiA"Idoes not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligenf�;or intentional?acts or omissions, or to any claims, suits, or actions naming the DEC and arising under jr Article 78¢of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision % under federal or state laws. k Item BPermittee sxContractors to Comply withPe�rmi �� � � ��A The permittee is responsible for informing f&codependent contractors, employees, agents and assigns of their responsibility�to corriply`witfi'this permit, including all special conditions while acting as permittee's�4geli�;with respect to the permift&,activities, and such persons shall be subject%to the same sanctions'for violations of the Environmental Conservation Law as those prescribedtf?the permittee. ;�, �"•.-mak,: ��!�"�`.r> Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- ` way that may be required to carry out the activities that are authorized by this permit. f Item D: No Right:,to_.Trespass-orInterfere•with•Riparian�Rights,; ri,.�,.,...,),T.1;:r z't,ag 2ZSWtI 41r`,x2t :•,-xv:. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights'of others in order to perform the permitted'work nor'does ft aut}iorize the impairment of any•rights, title,•or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 • N SCOTT A. RUSSELL ���$ � `�� JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. co TOWN HALL - 53095 MAIN ROAD . "� TOWN OF SOUTHOLD,NEW YORK 11971 Tel (631)-765—1560 ' : Fax. (631)-765—9015 T:1011)AY 115 JAM y� JAMIFR li;}i1'�— NDY 2 6 201 OFFICE OF THE ENGINEER ' l 0 CT 2 5 2013 �..z TOWN OF SOUTHOLD L BLDG DEPT BIDE DEPT. T(;;ily OF SOUTHOLD TOWN OF SOU2�J,D„�,,.,�VAIIR MANAGEMENT CONTROL PLAN REVIEW CO ERS ET (To be completed by the applicant) TO: Engineering Department PLEASE ATTACH: FROM: Building Department ❑ Copy of the completed Application for DATE: 2 Building Permit �' c���,2013 S6b4M%adS CAPITALI 1..L0 Stormwater Management Control Plan APPLICANT:QANia.- au'rTA E'u0C,o, ❑ Completed Stormwater Management S.C.T.M#: 1 600 -'70- 13- '20--7 t Control Plan Review Checklist PROPERTY ADDRESS: I 164 5 K(M ePC-9 L`-( L.At.)E, 'e5�OL'D, NY BRIEF PROJECT DESCRIPTION: PFzo(;'o SEQ .4p[)yr6bN5 --P .a -Tr=fZ<4T16f45 T'D A41 1G1�T 2 S Tbl � '5LN 6LG E=OM Ll� CG SUFE f,3Gfv j'FE GI SERIN D P T ENT USE ONLYRevieweDate: Apd Adal Informatlpj ion Required: REVISED 9/17/2013 10129113 To I)i6aprmak, aWaWr- `ps DATE: S4 00-ME5 CZ 26 L?) 9t,Aa MG�2, CA,=L TA t- LU G g x stormwater Management Control APPLICANT: L e , A G6 Plan Review Checklist S.C.T.M.#: tock-- '7o- l3-2o--7 PHYSICAL ADDRESS: Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1.Plan drawn to scale of not less than 60 feet to the inch showing: a.location and description of property boundaries b.total site acreage c. existing and natural and man-made features on and within 500 feet ✓ of the site boundary as required in§236-17(C)(2). d.test hole data indicating soil characteristics and the depth to water v/ e.proposed limits of clearing and the total area of proposed land ✓ disturbance f. existing and proposed contours of the site(minimum 2' interval) V g.location of all existing and proposed structures,roads,driveways, ✓ sidewalks,drainage improvements and utilities h.spot grade and finished floor elevations for existing and proposed structures i.location of the swimming pool discharge ring j.location of proposed soil stockpile area(s) k.location of the proposed construction entrance/staging areas 1.location of the proposed concrete washout area m.location of all proposed erosion and sediment control measures 2.Plan includes calculations showing that the stormwater improvements are sized to capture,store and infiltrate on-site the runoff from all impervious surfaces generated by a two-inch rainfall 3.Detail drawings(required for plan approval)provided for: a.erosion and sediment controls b. construction entrance c.inlet structures(e.g. catch basins,trench drains,etc.) d.leaching structures(e.g.infiltration basins,swales,etc.) REVISED 9/17/2013 asuF�� DATE: 24 oGTbP�t; 'fib L 3 tormwater' Management Control APPLICANT: D L!Z� crALbL6.� Plan Review Checklist S.C.T.M.#: L c)c:C)- -7,c>- a.3- ZO PHYSICAL ADDRESS: Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1.Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries b.total site acreage c. existing and natural and man-made features on and within 500 feet ✓ of the site boundary as required in§236-17(C)(2). d.test hole data indicating soil characteristics and the depth to water e.proposed limits of clearing and the total area of proposed land ✓ disturbance f.existing and proposed contours of the site(minimum 2' interval) g.location of all existing and proposed structures,roads,driveways, ✓ sidewalks, drainage improvements and utilities h.spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring j.location of proposed soil stockpile area(s) k.location of the proposed construction entrance/staging areas 1.location of the proposed concrete washout area in. location of all proposed erosion and sediment control measures 2.Plan includes calculations showing that the stormwater improvements are sized to capture,store and infiltrate on-site the runoff from all impervious surfaces generated by a two-inch rainfall 3.Detail drawings(required for plan approval)provided for: a. erosion and sediment controls b. construction entrance ✓ c. inlet structures(e.g. catch basins,trench drains, etc.) f d. leaching structures(e.g. infiltration basins,swales, etc.) t REVISED 9/17/2013 4 c � SEP 29 2015 MG SEPI 0 SOUTy� T;t'ef 01-1,0[1111C0 D , Town allAnnex Telephone(631)765-1802 54375 lvlain Road �, ax(6313 765- 5 2 P.O-Box 1179 ' G� ` o roqer-richert(a-fown-soutlo�d.ny-us Southold,NY 11971-0959 Q ,� BUILDING DEPARTMENT TOWN OF SOUTTHOLD APPLICATION FOR ELECTRICAL INSPECTION I REQUESTED BY: �'(✓ o(,-c- f BY- Date.: i Company Name: P Oec _ _ i Name: 1 fts 5es4- ii License No.: Address: Phone No.: '(p �� 33 133 _ JOBSITE fNFORMATION: ("Indicates required information) *Name: *Address: /lo- KA b Irl y - �- - -�ci�►�1 G� � *Cross Street: *Phone No_: Permit No.: Tax-Map District: - 1000 Section: 7D - Block: /3 Lot: 0' ,7 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) I Is job ready for inspection: YES/ NO. Rough In Final *Do-you need a Temp Certificate: YES/ NO l Temp Information (If needed) *Service Size: 1 Phase Whase 100 150 200 300 350 400 Other I . *New Service: Re-connect" Underground Number of Meters Change of Service Overhead - .� Additional Information: PAYMENT DUE WITH APPLICATION Q -t- 82-Request for inspection Form I sa�lyo� Town Hall Annex JL Telephone(631)765-1802 54375 Main Road J cn ye (631)765- 5Q2 P.O.Box 1179 G @ roger.richert town.sOUtllo d ny us i � Southold,NY 11971-0959 . BUILDING DEPARTMENT TOWN OF SOUTHOLD ! APPLICATION FOR ELECTRICAL INSPECTION i REQUESTED BY- Date: Company Name: 6/V1y Name: License No.: ? ` Address: L1512,�n ,Ll Phone No.: -315-c,-?A-7 -�1 e_ 11161 f �. 16 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: (I675 ki'- f I�L�_��, ��, *Cross Street: *Phone No.: Permit No.: Tax-Map District: 9000 Section. Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) A JnA i 6alis&z(4i 6/-) (Please Circle All That Apply) Is job ready for inspection: YES/ NO Rough in Final *Do-you need aTemp Certificate: ES NO Temp Information(if needed) I I *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Undergroun Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION _061K , 5A L � 82-Request for lnspecdon Form V GERARD E. MEYER , ARCHITECT 14 COVERT AVENUE, STEWART MANOR, NEW YORK 11530-2219 516-437-7350 gemeyerarch@aol.com 24 October, 2013 Building' Officials - Building Department :, Town•° of 'Southold - Southold Town Hall Annex 54375 Route 25 PO Box 1179 Southold, . New York 11971 631-765-1802 RE Proposed Additions & Alterations to the Buttafuoco Residence at: 1165 Kimberly Lane, Southold, NY Dear Building Department Officials : Pursuant to your request in a letter from the Town of Southold Building Department dated September 27, 2013, we respectfully submit the application and drawings for the "Stormwater Management Control Plan Review". Enclosed please find the Stormwater Management Control Plan Review cover sheet and Checklist along with four (4) copies of the Site Plan & Details drawings . The Building Permit Application has been previously submitted to the Town under separate cover at an earlier date. If you should have any questions about the enclosed information or the project in general, please do not hesitate to contact me. Thank you! and e er, AIA Encl. Cc: Mr. Daniel Buttafuoco Nestor/Bee Nest Construction Corp. D F---- OCT 2 5 2013 - Bl IiG G�PT TOWN ff SrIjTHOLD GERARD E. MEYER , ARCHITECT 14 COVERT AVENUE, STEWART MANOR, NEW YORK 11530-2219 516-437-7350 gemeyerarch@aol.com 20 February, 2014 Building Officials - Building Department Town of Southold - Southold Town Hall Annex 54375 Route 25f� C PO Box 1179 D L� Southold, New York 11971 631-765-1802 F E 6 2 1 2814 RE: Proposed Additions & Alterations to the Buttafu co ,sidence at: 1165 Kimberly Lane, Southold, NY BLDG DEPT TOWN OF SOUTHOLD ------------ Dear Building Department Officials: The construction drawings for the project at the above referenced project have been revised. These drawings have been modified with respect to a proposed slight increase in the ceiling height at the first floor while maintaining the overall height of the proposed expanded & altered structure via a reduction in the proposed pitch of the new roof. These proposed changes were previously discussed with the Building Department and the various Town' s Boards by the Home Owner' s representative, Mr. Michael Kimack. Enclosed please find four (4) copies of the revised construction drawings with respect to this project. Please accept these revised drawings as an amendment to the building permit application and pending permit . If you should have any questions about the enclosed information or the project in general, please do not hesitate to contact me. Thank you! Gerard E. ey r, AIA Encl . Cc: Mr. Daniel Buttafuoco Mr. Michael Kimack Nestor/Bee Nest Construction Corp. BUTTAFUOCO BUTTAFUOCO & ASSOCIATES PLLC September 19, 2016 Town of Southold Building Department Town Hall Annex 54375 Main Road DD L9 PO Box 1179 D Southold, NY 11971 Attn: Sue SEP 2 3 2016 Re: 1165 Kimberly Lane, Southold BUMDING DEPT. Permit Number: 388472 TOWN OFSOUTHOLD Dear Sue: Enclosed please find Certificate of Compliance. Thank you. Vry truly yours, Daniel P. Buttafuoco, Esq. DANIEL P. BUTTAFUOCO Board Certified in Civil Trial Advocacy MARK T.FREELEY JAMES S.MCCARTHY SHAWN M.ALFANO ELLEN BUCHHOLZ JASON M.MURPHY KRISTEN N.BUTTAFUOCO 144 Woodbury Road Woodbury,NY 11797 P 516.746.8100 F 516.746.6473 WE HELP ACCIDENT VICTIMS REBUILD THEIR LIVES. 33M BUTTAFU O G O BUTTAFUOCO & ASSOCIATES PLLC September 26, 2016 Town of Southold Building Department Town Hall Annex 54375 Main Road PO Box 1179 Southold, NY 11971 Attn: Sue Re: 1165 Kimberly Lane, Southold Permit Number: 388472 Dear Sue: Please see enclosed. Thank you. ery truly yours, CnoumoS JIo NMOZ •y�3QsJia�g Daniel P. Buttafuoco, Esq. 9V0Z 6 Z J39 Go C DANIEL P. BUTTAFUOCO Board Certified in Civil Trial Advocacy MARK T.FREELEY JAMES S MCCARTHY SHAWN M ALFANO ELLEN BUCHHOLZ JASON M.MURPHY KRISTEN N.BUTTAFUOCO 144 Woodbury Road Woodbury,NY 11797 P 516.746.8100 F 516.746.6473 WE HELP ACCIDENT VICTIMS REBUILD THEIR LIVES. 8/23/2016 Gmad-Fwd Re windows and doors Gmail Danielle Terpis<dterpis@gmail.com> Fwd: Re: windows and doors 1 message Daniel Buttafuoco<DButtafuoco@buttafuocolaw.com> Tue,Aug 23, 2016 at 2:35 PM To- dterpis <dterpis@buttafuocolaw.com> Print email and download and put on my desk ----------Forwarded message---------- From: "David Hauser" <davejr@morningstardoorsandwindows.com> Date:Aug 19, 2016 11:07 AM Subject: Fwd: Re: windows and doors To- "Daniel Buttafuoco" <DButtafuoco@buttafuocolaw.com> Cc, To whom it may concern, Daniel Buttofuoco purchased Kolbe Ultra series K force impact resistant windows and doors from Morningstar doors and windows that are all installed at his residence located at 1165 kimberly lane south hold, ny. Test information is attached. David J Hauser Owner-President Morningstar Doors and Windows, Inc. 215 Adams Blvd. Farmingdale, NY 11735 Virtual tour: https-Hgoo.gi/maps/Ta394 davejr@morningstardoorsandwindows.com www.morningstardoorsandwindows.com Phone: 631-465-9960 Fax: 631-465-9961 AWS-Ultra-Heritage-Classic.pdf 2102K https://mail google.com/mail/u/0/9ui=2&ik=8d9cb33edc&view=pt&search=inbox&th=156b8af65ee7a4db&siml=156b8af65ee7a4db 1/1 BUTTAFUOCO BUTTAFUOCO & ASSOCIATES PLLC August 29, 2016 Town of Southold Building Department Town Hall Annex 54375 Main Road v D PO Box 1179 Southold, NY 11971 AUG 31 2016 Attn: Sue DEPT. Re: 1165 Kimberly Lane, BUII.DIIVG Southold TOWNOFSOUTHOLD Permit Number: 388472 Dear Sue: Enclosed is the proof of hurricane windows. Also, the "placards" are now in place. Please advise. L'1,'Very truly yours, Daniel P. Buttafuoco, Esq. DANIEL P. BUTTAFUOCO Board Certified to Civil Trial Advocacy MARK T.FREELEY JAMES S.MCCARTHY SHAWN M ALFANO ELLEN BUCHHOLZ JASON M.MURPHY KRISTEN N.BUTTAFUOCO 144 Woodbury Road Woodbury,NY 11797 P 516.746.8100 F 516.746.6473 WE HELP ACCIDENT VICTIMS REBUILD THEIR LIVES. 0*3 , o��OF SOUjyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G.2 • Q Southold,NY 11971-0959 September 8, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Shamgar Capital LLC 144 Woodbury Rd Woodbury NY 11797 Re: 1165 Kimberly Lane, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. �/ l NOTE: Certification required for Fire Sprinkler System ® - -c Application for Certificate of Occupancy. (Enc osed)� � _ ( , 7 � _ Electrical Underwriters Certificate. � o- AL A fe C� /z)/17`)� inal Health Department Approval. - Plumbers older Certificate. (All permits involving' plum i g'aft r 4/ 4) GX I f ust CeT 4cate of Town Compliance. Trustees#765-1892 p f ) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38847 - Additions/Alterations ®��OF SOUTH®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 o�yC®UNTY,�� October 7, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Buttafuoco &Assoc Daniel Buttafuoco 144 Woodbury Rd Woodbury NY 11797 RE: 1165 Kimberly Lane, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: Certification from an Engineer or Architect for the sprinklers(not from the installer)or arrange for the Fire Marshall from our office to inspect them Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. /Final A fee of$50.00. Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38847 —Add/Alts 74 L � t BUTTAFU O C O BUTTAFUOCO & ASSOCIATES PLLC October 12, 2016 Town of Southold Building Department Town Hall Annex 54375 Main Road PO Box 1179 Southold, IVY 11971 Attn: Sue Re: 1165 Kimberly Lane, Southold Permit Number: 388472 Dear Sue: Please see enclosed plumbers certification. Please arrange to have the Fire Marshall come to inspect the sprinklers at your earliest convenience. Thank you. �', trul ours� rY YY [ECR0V[E D OCT 17 2016 Daniel P. Buttafuoco, Esq. BUILDING DEFT. TOWN OF SOUTHOLD DANIEL P. BUTTAFUOCO Board Certified in Civil Trial Advocacy MARK T.FREELEY JAMES S.MCCARTHY SHAWN M.ALFANO ELLEN BUCHHOLZ JASON M.MURPHY KRISTEN N.BUTTAFUOCO 144 Woodbury Road Woodbury,NY 11797 P 516.746.8100 F 516.746.6473 WE HELP ACCIDENT VICTIMS REBUILD THEIR LIVES. ®- Fn Bunch, Connie From: juliaspan@mooreattys.com Sent: Tuesday,August 04, 2020 2:04 PM To: Bunch, Connie Cc: pcmoore@mooreattys.com; Betsy Moore;Julia Schade Subject: Paradise by the bay lot 7 SCTM: 1000-7-13-2.7 Attachments: R10-14-0025 STAMPED FINAL.pdf Good Afternoon Connie, In regards to the premise above please see the final stamped health department survey attached. 1. There is an open building permit for this property. We needed this health department approval to close out the building department permit. 2. We have applied for a pool permit which would not be issued until the building permit was closed out. Now that these steps are completed can we have the building permit for the pool?, Thank you, Julia Spanburgh - J Moore Law Offices William D. Moore, Esq. 631-765-4663 Patricia C. Moore, Esq. 631-765-4330 mailing & physical address: 51020 Main Road Southold, NY 11971 fax number for both 631-765-4643 Juliasoan@mooreattys.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Print I Close Window r7 ,—'lr� Subject: Paradise by the bay lot 7 SCTM: 1000-7-13-2.7 From: juliaspan@mooreattys.com Date: Tue,Aug 04,2020 2:02 pm To: "Connie.Bunch@town.southold.ny.us"<Connie.Bunch@town.southold.ny.us> "pcmoore@mooreattys.com"<pcmoore@mooreattys.com>, "Betsy Moore"<betsy@mooreattys.com>, "Julia Cc: Schade"<juliaschade@mooreattys.com> . Attach: R10-14-0025 STAMPED FINAL.pdf Good Afternoon Connie, In regards to the premise above please see the final stamped health department survey attached. 1. There is an open building permit for this property. We needed this health department approval to close out the building department permit. 2. We have applied for a pool permit which would not be issued until the building permit was closed out. Now that these steps are completed can we have the building permit for the pool? Thank you, Julia Spanburgh .-- Moore Law Offices William D. Moore, Esq. �'l 631-765-4663 Patricia C. Moore, Esq. 631-765-4330 mailing & physical address: 51020 Main Road Southold, NY 11971 fax number for both 631-765-4643 juliaspan@mooreattys.com Copyright @ 2003-2020.All rights reserved. P -Ar 4"b Bunch, Connie From: betsy@mooreattys.com Sent: Wednesday,August 19, 2020 4:09 PM To:' Bunch, Connie Cc: pat;Julia Spanburgh Subject: kimberly lane Buttafuoco: It is still just a garage but with no driveway to it...we use it for beach stuff/toys, kayaks, floats, umbrellas, etc. Like a shed Betsy Kalin Perkins LA Moore Law Offices William D. Moore, Esq. 631-765-4663 Patricia C. Moore, Esq. 631-765-4330 mailing & physical address: 51020 Main Road Southold NY 11971 fax number for both 631.765.4643 www.mooreattys.com WMIMNG!WIRE FRAUD ADVISORY Wire fraud and email hacking/phishing attacks are on the increase! If you have a closing transaction with this office and receive an email containing Wire Transfer Instructions, DO NOT RESPOND TO THE EMAIL! Instead, call our office immediately, using previously known contact information and NOT the information provided in the email to verify the information prior to wiring funds. NOTICE: This e-mail and the attachments hereto, if any, may contain legally privileged and/or confidential information. It is intended only for use by the named addressee(s). If you are not the intended recipient of this e- mail, you are hereby notified that any dissemination, distribution or copying of this e-mail and the attachments hereto, if any, is strictly prohibited. If you have received this transmission in error, please immediately notify the sender by telephone and permanently delete this e-mail and the attachments hereto, if any, and destroy any printout thereof. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Bunch, Connie From: betsy@mooreattys.com Sent: Thursday,August 20, 2020 2:14 PM To: Bunch, Connie r Subject: RE: kimberly lane Yes, a sliding cheap, manually operated, garage door....one bay wide Betsy Kalin Perkins LA Moore Law Offices William D. Moore, Esq. 631-765-4663 Patricia C. Moore, Esq. 631-765-4330 mailing & physical address: 51020 Main Road Southold NY 11971 fax number for both 631 7654643 www.mooreattys.com WARNING!WIR` I=RAUQ*ADVlSQRY Wire fraud and email-hacking/phishing attacks are on the increase! If you have a closing transaction with this office and receive an email containing Wire Transfer Instructions, DO NOT RESPOND TO THE EMAIL! Instead, call our office immediately, using previously known contact information and NOT the information provided in the email to verify the information prior to wiring funds. NOTICE: This e-mail and the attachments hereto, if any, may contain legally privileged and/or confidential information. It is intended only for use by the named addressee(s). If you are not the intended recipient of this e- mail,you are hereby notified that any dissemination, distribution or copying of this e-mail and the attachments hereto, if any, is strictly prohibited. If you have received this transmission in error, please immediately notify the sender by telephone and permanently delete this e-mail and the attachments hereto, if any, and destroy any printout thereof. -------- Original Message -------- Subject: RE: kimberly lane From: "Bunch, Connie" <Connie.Bunch@town.southold.ny.us> Date: Wed, August 19, 2020 4:12 pm To: "'betsy@mooreattys.com"' <betsy@mooreattys.com> Is there a garage door still? From: betsy@mooreattys.com [mailto:betsy@mooreattys.com] Sent:Wednesday,August 19, 2020 4:09 PM To: Bunch, Connie<Connie.Bunch @town.southold.nv.us> 1 Cc: pat<pcmoore@mooreattys.com>;Julia Spanburgh <iuliaspan@mooreattys.com> Subject: kimberly lane Buttafuoco: It is still just a garage but with no driveway to it...we use it for beach stuff/toys, kayaks, floats, umbrellas, etc. Like a shed Betsy Kalin Perkins LA Moore Law Offices William D. Moore, Esq. 631-765-4663 Patricia C. Moore, Esq. 631-765-4330 mailing & physical address: 51020 Main Road Southold NY 11971 fax number for both 631.765.4643 www.mooreattys.com WARNING!WIRE_FRAUD ADVISORY Wire fraud and email h- ac attacks are on the increase! If you have a closing transaction with this office and receive an email containing Wire Transfer Instructions, DO NOT.RESPOND TO THE EMAIL! Instead, call our office immediately, using previously known contact information and NOT the information provided in the email to verify the information prior to wiring funds. NOTICE: This e-mail and the attachments hereto, if any, may contain legally privileged and/or z confidential information. It is intended only for use by the named addressee(s). If you are not the intended recipient of this e-mail, you are hereby notified that any dissemination, distribution or copying of this e-mail and the attachments hereto, if any, is strictly prohibited.-If you have received this transmission in error, please immediately notify the sender by telephone and permanently delete this e- mail and the attachments hereto, if any, and destroy any printout thereof. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i ATLANTIC FIRE SPRINKLER PO Box 1052 Riverhead,New York 11901 631-369-4074 FAX: 631-288-3849 LEONARD T.REMPE,INC. August 12, 2016 Town of Southold Building Department 54375 Route25 PO Box 1179 Southold NY 11971 D ��t5a V Reference; Buttafucco Residence D 1165 Kimberly Lane SEP 2 9 2016 Southold NY 11971 BUILDING DELT. TOWN OF SOUTHOLD This letter is to certify that the fire sprinkler system has been installed and tested as per NFPA 13D. Sincerely, eonard T. Rempe Atlantic Fire Sprinkler l SOUTHOLD, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY ZONING INFORMATION RESIDENCE R-40 ZONE SITE CALCULATIONS: SUFFOLK COUNTY TAX # 1000 - 70 - 13 - 20.7 ZONING CODE SECTION ZONING REQUIREMENT PROVIDED/PROPOSED SITE AREA 52,318.00 SF 1 MAP OF "PARADISE BY THE BAY" - LOT 7 MINIMUM LOT SIZE 40,000.005F 52,318.00 SF EXISTINS TOTAL BUILDING AREA 2,569.88 SF { I MINIMUM LOT WIDTH 150.00' 153.71 .00' PROPOSED ADDITIONAL BUILDING AREA 2,989.48 SF '1 MINIMUM LOT DEPTH 175.00' 345.89 PROPOSE) TOTAL BUILDING AREA 5,559.36 SF MINIMUM FRONT YARD SETBACK 50.00 123.00 PROPOSED TOTAL LOT COVERAGE 10.63 % NOTE: ALL SITE INFORMATION & GRADE ELEVATIONS MINIMUM SIDE YARD SETBACK 15.00' 32.70' wI w OBTAINED FROM SURVEY PREPARED BY "JOHN C. MINIMUM AGGREGATE SIDE YARD 35.00' 84.60' p o EHLERS, LAND SURVEYOR" DATED 10-05-2010 MINIMUM REAR SIDE YARD SeTBACK 50.00' 136.00' FLOOR AREA: o w w MINIMUM LIVABLE FLOOR AR=A 850.00 SF 5,087.00 SF EXISTING FIRST FLOOR AREA 1,911 .00 SF p v j ac 0 MAXIMUM LOT COVERAGE 20.00 % 10.08 % PROPOSEb ADDITIONAL FIRST FLOOR AREA 929.00 SF o MAXIMUM BUILDING HEIGHT 35.00' 25.25' PROPOSED SECOND FLOOR AREA 2,247.00 SF v p MAXIMUM NUMBER OF STORIES 2 1/2 STORIES 2 STORIES PROPOSED TOTAL FLOOR AREA 5,087.00 SF Z ~ NOTE: ON SITE DRAINAGE WILL BE DESIGN TO RETAIN & PROPERLY LEACH ALL STORM WATER RUN OFF Q w °. ( ' GENERATED BY A TWO (2) IN(H RAINFALL CREATED BY SITE CLEARING, CONSTRUCTION ACTIVITIES, w ac p p p N - SITE IMPROVEMENTS AND TkE PERMANENT CREATION OF IMPERVIOUS SURFACES Q w j j j w Cc m,� Q mo f�i� WWHHHM V IMPERVIOUS SURFACE CALCULATIONS FOR -Zi'D ui z m m Z Q a'- ADJACENT PROPERTY a Q ¢ 1- 300 FT TIDAL WETLANDS ADJACENT AREA m;'m SCTM# 1000-70-13-20.6 l u a v _� z p Z w 0606060 W a-� OWNER - HOWARD DAVIDOFF Q,� a O a O o; O p p p Lu TIDAL WET WETLAND ADJACENT AREA 45,000.00 SF !m H Co Co °m O� a 3 N',,, N , Q H W W w p Lu LIMITS F LAND N O O O'er+ , N LJ.. W H H H 0 PROPOSED HAY BALE d SILT FENCING ;r- � (J� O Q m 01411 p p a LIMITS OF LAND A O'. EXISTING BUILDING AREA TO REMAIN 2 569.88 SF Z _ °i ________ CO _ LL _ DOTTED INCE- y`rP 10 8 "-� • p DISTURBANCE - 1 11 EXISTING WALL/FENCE ALONG PROPERTY LINE p O pt; CC p OC �%O _ J 1 (L d > >> DOTTED LINE N 84 22 20 E ;o >6 345.89 q• ,� +_.._.._.._. .0._.. __T..T..__..T.._..T.._.._.._.._.._-_.._.._.._.._.._..___.. _.._.._..__ - I PROPOSED NEW BUILDING AREA 2,989.48 SF _.._.._ _.._.._.._.. _ _. _.._, .._.._._.._..-.._. m 2 X www v) WWQ �CCCCLH PROPOSED TOTAL BUILDING AREA 5,559.36 SF --_ 1 ; 69.9' + BULKHEAD TO EDGE OF RA55 0� Lo v It v v M M PROP.TRENCH DRAIN- p�tOP. ST.OfZIR DRYWELL PROP.TRENCH DRAIN !; fT1,1 i i i �"� f"� �"� �"'� CONNECT'TO DRYWELL PROPOSED NEW 10 FbOT WIDE (MIN�'19-FSE FROMP_ P. LINE) CONNECT TO DRYWELL _ i '1 i i Q Q Q Q 00 Q COjdNECT LEARERS ISRYWfLL�_ D PROP. STORM RYWELL �_i_r [ - N N N N N N N W EXISTING ASPHALT DRIVEWAY TO BE RE-PAVED 1,200.00 SF j ASPHALT PAVED DRIVEWAY -� ;- (MIN. }b FEET FROM PROP. E) EXISTING Al „ i. PROPOSED NEW CIRCULAR ASPHALT DRIVEWAY 2,000.00 SF Z D.w.'' _ _ _ __ a;w., , •-� - #a CONNECT LEAD RS TO DRYW / ; BULKHEAD �, i W r 1 y #? . = - #3 :, 10 7v: t m E- J 1 11--- ; : D -k� `�N� M PROPO b TWO 1I' W a j w V OP SE HAY BAL 1 PROPOSED NEW ASPHALT PAVED PARKING AREA 500.00 SF 'f� ;---- ------ ---- " \ O 1 PR O D 1 I 11\ I ('' d SILT FENCING i \Q ( O i i Q W LL TOTAL PROPOSED ASPHALT PAVED AREA 3,700.00 SF CP 1 - P.�OPOS ONE STORY GARAGE \\ R)_-PAVE EXIST'G STOR DPITio osE� •' 1 N ~' ~' a ASPHALT \ OP D.w EXPANSI N ADDITION \ DRIVEWAY AREA 62.0 + 1:1 N N 00 -+ i• #i---; --------- - - \ . 20.8' 8.0' TOTAL PROPOSED IMPERVIOUS SURFACE AREA 9,259.36 SF ! m ! Q \;pD PROPOSED IMPERVIOUS SURFACE/TIDAL ;' 1; CONNECT ODRYWELL M 27.5 _ 1 ,1' '1 :'' as i a m PROP. STORM DRYWELL (MIN. 10 FEET FROM PROP. LINE) PROP ED TWO STORY owp 11 _ ;r ;6PEN RCH ADDITION y m WET WETLAND ADJACENT AREA 20.59 /a / ; ce,p ----- -------------------- - M 11 ~ GARAGE - ;Z !z .., ' , 1= wo R° s CC 1 qRF ------ GARAGE FLOOR! O QF 6 \ '= IC N 2 ch D T + vw CUL LEU. 11.3 _ "'T7 - 1 - - ---- \ REMOVE EXISTING CIRCULAR E 16.2' BE R MO �' EXIS�NG 7 0�o Eo�� , ; 1 PROPOSED HAY BALE � DRIVEWAY & PAVING 3 a 12• r, ! ROPpSE� y� 5 g� NEP \�� . 1 d SILT FENCING Q 6 m: \ ;: r' 3 5 1 0 ------------=-------- -- ---- w b i it G r 1 i 7v 8. ', b 0 b©• RP ---- R STORM DRAINAGE CALCULATIONS. TIN J \ EXIST RCULAR DRIVEWAY TO BE ; 115•� - ----- -- --- YI TT 4.0 9 57.0'_+ PROPOSE //�_-,; / d EPS 1 UTILIZ FOR PROPOSED"TEMPORARY i i t _ EX 1 J.N ------ - -i ( �J�T`� i CONSTR ON ENTRANCE" 4.0' - N`. PROPOSED TOTAL BUILDING AREA 5,277.90 SF ; 10. ------- - -- r --- '_ -- ----- ',w Imo- TW 0� �� R 7 _ `', - ;r,!' • �6 ,` ,4 PROPOSED TOTAL PAVED AREA 4 700.00 SF r PROPOSED LOCATIONpF -- ,; 6 -fir 6 \ 1 NEW SEPTIC SYSTEM: a= 7.0 , DWEL IN p 7 \ or TOTAL PROPOSED IMPERVIOUS SURFACE AREA 9,977.90 SF , Dp n 1 ''' M �------ EXISTIN SEPTIC \ 'j 16 2 \ \ I. i aQ M. F.F 'ELEV. 13 0 `SYSTEM BE REMOVED `` i \:� PROPOSED IMPERVIOUS SURFACE/LOT AREA 19.07 /o j '.. 1 PROPOSED HAY BALE _-- !, PROPOSED ;' EXISTING t \ ft2. BULKHEAD 5 d SILT FENCING CENTER OF EXIST'G CIRCULAR I , „' N 38. ' b' 1 596.46 CF 1 DRIVEWAY TO BE UTILIZED FOR PROP SED E STORY s DESIGN STORM WATER FOR 2 INCH RAINFALL , PROPOSED 'TOP SOIL STOCK PILE I 14.5 PROPOSED HA BAIL OPEN ORCH DDITION /' ------ 12.0 d SILT FEN TNG PROVIDE 40 CUMULATIVE FEET OF DEPTH OF 8 FOOT DIAMETER '----AREA" APPROX. 1,500 SF PROPOSED '' \ ` 3 \. D 1 & WO D DECK _ ADDITIONS � PROP.TR�NC DRAIN- 8 `\ '; ' '\ � �--- -�....-G �.` NE ELL DRYWELLS TO PROVIDE A TOTAL YIELD OF 1,689.6 CF OF CAPACITY. OS _ --- - P 5 CON Ci;TO YW R 1 / LIMITS OF LAND • ' 1 I I 1; 00' P O PROP.TRE CH DRAIN- i to-�-- % \ ISTURBANCE 1 CONNECT O DRYWELL __ Y' ) D DISTRIBUTE DRYWELLS AT VARIOUS SITE LOCATIONS AS FOLLOWS: '� PROP. STORM DRYWELL 123• A` nr ;__,, / f 6\ DOTTED LINE ; 1 O 10 1 (MIN. 10 FEET FROM PROP. LINE) 5 SSG ✓ I D W ; \ DRYWELL #1 (1,000 SF OF SURFACE AREA) 8 FT DIA. X 4 FT DEEP - i. CA�.w.'' 137:_, __ - __ _ �- 8 `-P. \ 3 -- - 9 - \#6 ' D.�,./ 8 PROP. STORM DRY LL ? DRYWELL #2 (1,580 SF OF SURFACE AREA) 8 FT DIA. X 6 FT DEEP 1 -,-- - #7 , PRO ._STORM DRYWELL g' (MIN. 10 FEET FRO G) • 1 - CONNECT LEADER ELL = ' -__-_--_--__ j ________ g (MI . 10-FEFTT FROM BUILDING)___- ' m ,. \ DRYWELL #3 (1,580 SF OF SURFACE AREA) 8 FT DIA. X 6 FT DEEP ( co NECT LEAD€RST DRYWELL �..� W DRYWELL #4 (1,580 SF OF SURFACE AREA) 8 FT DIA. X 6 FT DEEP � TER i lC) ' � z m 8\ 6, BULKHSNG "'' ! i i1\� 04 0 ` A� %PROPOSED HAY B E \ 4T) " BU ; ; ; \ N o ER �i -7 O - DRYWELL #5 (1,000 SF OF SURFACE AREA) 8 FT DIA. X 4 FT DEEP dSILTFENCI \ 77 N� N LKH AD p PROPOSED NEW 10 FOOT WIDE- - _ �i 1 1 i \ 6 Cu DRYWELL #6 (1,580 SF OF SURFACE AREA) 8 FT DIA. X 6 FT DEEP PROP.TRE H DRAIN-- _ _ CONNECT TO DRYWELL CRUSHED STONE DRIVEWAY TEST HOLE 7 =O 4 ; M `' LIMIT OF LAND, -PRO�OSED W SOF T WTD;. _ LOCATION \ \\� T = V DRYWELL #7 (1,000 SF OF SURFACE AREA) 8 FT DIA. X 4 FT DEEP DDISTU OTTE LINE -- ASPHALT PAVED DRIVEWAY - - �^ 3, `N (,Z DRYWELL #8 (1,000 SF OF SURFACE AREA) 8 FT DIA. X 4 FT DEEP - g' m x''21.0' + v?` ` �` - _ w ' U E \ A, _.._.._._ _.._.._.._.._.._.._.._ _.._.._.. ...... __.._._ _.._.._ _.._.._.._.._._.._. _.._.._.._.._.._.._.._.._.._.._.._ DGE OA A _`s.._..__�.._..�_.._ _.._.._.._._.._.._. T W ___.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. .. .. .. .. .. .. _..�.1.. L _ r, � Z �+ W GRADE(PAVING OR GRASS AREA) 2'-O"DIA.SOLID(OR GRATED)STEEL MAN- p �4 �\`,CJS ( `,1 i M N l_ PITCH TOWARDS DRAINAGE INLET HOLE COVER 6 COLLAR(SEE SITE PLAN) i d I I I PROPOSED NEW 10 FOOT WIDE Q LL r• 9 O S 84 22 20 W CRUSHED STONE DRIVEWAY y y � �s� � ` 34513 2'' z 1 REINFORCED CONCRETE PIPE(RCP) WELL �}O OSED NAY BALE d SILT FENCING (�7� �� �?� 8 5 a m w Q Y- Ta'TO 12'^ _ IA R 4' - lY - %I EXISTING O e SEE SITE PLAN FOR SIZE/D METE aADJACENT PROPERTY s� s o �,� �---� � U p Z • PRE-CAST CONCRETE FLAT ' SCTM# 1000-70-13-20.8 00 0 �' ROCKS V H N Q W^ TRAFFIC TOP"I COVER OWNER - DAVID HENCHY �, �' �.0�' ,4p� Q �'T a, uNvi a PRE-CAST CONCRETE ' o r •y// Q 2 O DRAINAGE(RINGS -� WATER p oa, �' a W aoddd ��Z DI_AMETER_OF PRE-CAST PERFORATED DRAINAGE RINGS �_ METER Lu O a a 5 (SEE SITE PLAN FOR SIZE) MINIMUM a �O,�V W �- H ,�o� im �5 p.�P t!J (O N i� pQ P P 0 3/4"INCH STONE COLLAR AROUND Z N - / DRAINAGE RING(TYPICAL) v 1J GROUND WATER� T E . - O O ® scale . 111 - 201 -011 W Z � Q TYPICAL DRYWELL DETAIL V a 0 ix NOTE: EROSION AND SEDIMENT CONTROL PRACTICES ACCEPTABLE TO THE TOWN OF SOUTHOLD UTILIZING HAY BAILS & PROPER CONTAINMENT V J � Ui NTS PROCEDU2ES SHALL BE IN PLACE AND ENFORCED DURING THE ENTIRE CONSTRUCTION PERIOD TO CONTROL SITE EROSION AND STORM WATER DISCHARGES Z } DURA-TkEhrCIIAS , P4CAVx S,AK fs TEST HOLE U. W w Z z MAN TACTUREDBY Q 1"' FLOW _ Mqk C• C LL TEST HOLE GRADE ELEV. 7.4 BRiC'SONS 574C INDUSTRIAL WAY N. DALIAS,GA 3013 r0 O J H 7?0-505-6575 0 WW1V.TFU'NCTIDRAIN.NET m GRADE p INFO EPIC-SQNS.CC)M x _ GRADE _� LOAMY N IOR48FOGRATE i Z FILL wto An 114 t: a I X, HEAVY DUTY Z FH 3.5' LU FIBt3tGLASS FRA(fE SLOPE \ \ p� �- M r BOG N O CA, d ✓ 4" VERTICAL FACE Q �O� i -i U- /� d d .4 4"MIN 4.5' W O d a 101' - CL ' ' � � LOAMY � - o o ' -_- -"'" BEDDING DETAIL PERSPECTIVE VIEW IN GPAbE� SAND 7.0' GROUND INVERT VARIF,S I �- ANGLE FIRST STAKE MICA, SAND WATER TOWARD PREVIOUSLY & CLAY LAID BALE 36" MIN. 2 X 2 , v �- FENCE POST 9.0 j a. f _ FLOW _ SAND & -- . 4' WOVEN WIRE FENCE Z GRAVEL FIB ROLASS Tri (6X6 - 10/10 WWF �i - 13.0' PISEROLASS Bt7DY O FILTER CLOTH N EMBED FILTER l LIMITS OF LAND DISTURBANCE � I '•(' i -' ;.� ' --: vl....:����.�-.,� i ;` _ CLOTH MIN 6"---► C I BOUND HAY BALES �� TOTAL AREA 31,500 SF PLACED ON CONTOUR INTO GROUND CONIPACTEDEARTH 4 � _ � (SEE SITE PLAN - DOTTED LINE) RE-BARS: STEEL PICKETS OR :o ` 2" X2" STAKES 1.5' TO 2' IN NOTE: MAXIMUM DRAINAGE AREA -_ - GROUND. DRIVE STAKES FLUSH 1/2 ACRE / 100 LINEAR FEET - NOTES. WITH TOP OF HAY BALES I. STANDARD ILOPE IS 1°-n L"NLE5S OTIiLRAISB SPEMED I, I Z REINFORCE ACCORDa,rG TO STRUCTUP-UREQut�MNTS ANCHORING DETAIL SECTION DETAIL LIMITS OF PROPOSED HAY BAIL & Apt 1 5 2015 3.TRENCHDRAtNMUSTE3E}^BELOWFMSIM000NCRETEGRADE SILT FENCING DESIGNATED AS: �� �''`, TYPICAL DTPF-IIDFG TRENCH SECTION STRAW BALE DIKE DETAILS N. T. S. SILT FENCE DETAILS -N. T.-S. - PAGE # ZONING INFORMATION RESIDENCE R-40 ZONE SITE CALCULATIONS : SOUTHOLD, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY , o SUFFOLK COUNTY TAX # 1000 - 70 - 13 - 20.7 ZONING CODE SECTION ZONING REQUIREMENT PROVIDED/PROPOSED Z H MAP OF "PARADISE BY THE BAY" - LOT 7 MINIMUM LOT SIZE 401000.00 SF 52,318.00 SF SITE AREA 52,318.00 SF MINIMUM LOT WIDTH 150.00' 153.71 .00' PROPOSED TOTAL BUILDING AREA 4 157.30 SF H MINIMUM LOT DEPTH 175.00' 345.89' PROPOSED TOTAL LOT COVERAGE 7.95 % MINIMUM FRONT YARD SETBACK 50.00' 127.83' z NOTE: ALL. SITE INFORMATION & GRADE ELEVATIONS MINIMUM SIDE YARD SETBACK 15.00' 32.70' u 0 OBTAINED FROM SURVEY PREPARED BY "JOHN C. MINIMUM AGGREGATE SIDE YARD 35.00' 84.60' FLOOR AREA: n. W s EHLERS, LAND SURVEYOR" DATED 10-05-2010 MINIMUM REAR SIDE YARD SETBACK 50.00' 136.00' EXISTING FIRST FLOOR AREA 1 ,911 .00 5F � � ; H � MINIMUM LIVABLE FLOOR AREA 850.00 SF 5,346.00 SF PROPOSED ADDITIOioOAL FIRST FLOOR AREA 465.005F W MAXIMUM LOT COVERAGE 20.00 % 7.95 % Noc, n o 0°" MAXIMUM BUILDING HEIGHT 35.00' 26.00' 3 5, PROPOSED SECOND IrLOOR AREA 21200.00 SF c.L►j j � v � � NNH OC MAXIMUM NUMBER OF STORIES 2 1/2 STORIES 3 STORIES PROPOSED THIRD FLOOR AREA 770.00 SF Q z o N � w PROPOSED TOTAL FLOOR AREA51346.00w o a oc a cn v NOTE: ON SITE DRAINAGE WILL BE DESIGN TO RETAIN & PROPERLY LEACH ALL STORM WATER RUN OFF F! E SF �' W o � .0 o GENERATED BY A TWO (2) INCH RAINFALL CREATED BY SITE CLEARING, CONSTRUCTION ACTIVITIES, o : " ,o a L` W SITE IMPROVEMENTS AND THE PERMANENT CREATION OF IMPERVIOUS SURFACES a o w H N w � HHD ❑ m A3 V)UJ W 0 Q Q H a! a. H Q W m 0 0 0 0 aC Q Q Q 4 O NNNNNN w WWuj 1c W vI v LL v� Z Hm CD �m �Oca D � �Qo 1 N : I QtiZLU W LU � � N W + oW N � 0\ �O (� N 1 011 - i i ; ; NN .-+ ❑ 84 E1 m �� �� �> 345 . 89 '.u- g�' 10 4 8271 ; 1 PROP. TRENCH DRAIN J 69.9' + BULKHEAD TO EDGE OF GRASS 0� CONNECT TO DRYWELL i i i --- 1 PROP. ST DRYWELL TYPE "B" 11 • 5 Job I PROP. TRENCH DRAIN - % 9 7 ; ; m •.I r CONNECT TO DRYWELL 0-FEETFROM-PROP. LINE) ''`� PR P. STORM DRYWELL TYPE A ' W •. PROPOSED NEW 12 FOOT WIDE C0�1NECT LEADERS TO DRYWELL \ ` " " ` ` ' - ASPHALT PAVED DRIVEWAY :-, N. 10 FEET FROM PROP. LINE) I I 1 EXISTING 4 -r1 1• OO. — CO NECT LEADERS TO RYWELL BULKHEAD • 1 ,- =<�`•. .-� EXISTING . '1 i i y� 1 '- -'' . A J_ 0 i ----- _- %I ASPHALT P ED ---- -------------- " ' =x DRIVEWAY A EA PR O Fb TWO .� , A �. / ST R I DDI'�IO ED ,... ,� .; 'il � � � 1 • ' jj I I 1 ---- ; PROPOSED ONE ORY GA GE 0� - 1 --- -- - EXPANSION ADD TON � `� ;' ,r jj 1 >® 1 8). .... . ... PROP. STORM DRYWELL TYPE "B" _ w 27.5' "-" --'' I 1 I I I I PROP. TRENCH D IN \'m i ; .'/ 11 (MIN. 10 FEET FROM PROP. LINE) PROPOSED TWO STORY i � lm CONNECT TO DRY EU _ P PORCH A T i ; m ;m :1 o �' /6PEN DDI ION ; ; �. Co l , I I ! I o GARAGE ..y - I 2.0 0� i EXISTING 9-, ' 8 ^ m _ M--� . WOOD DECK 1 � , _ .., ©F I I I \\ G I I I I 1 o 16.2' _ BE R MOVED EXIS. 7 O E , -- REMOVE EXISTING CIRCULAR ;' -- �.� Ap t 1j DRIVEWAY A PAVING - �'' QpSED • 5 ti,�� -•1- ; ./ -- `' ml \I,2.08' \' ,..�' x \,\ I , �� ' ; �� j i ^jam - ` , 1 ;•.,.. j 10-, --- ------------ ----- cc 0 ----------- --------------------r v �". ; ; 6© QF w ------------ LLJ ----- ------"------' ` ----- -----\��--------------------- ------ ---- ' �;' / II I �„ ; ; N --- -----7 ------ H r r, 7 j 1 i \ I .. .... ... ... .. .....+ SED ' �` ' ' •\� ' ' N o i.. ----- T _ --------- 57. PR OPO �• ---------- ---------------------------- TW _10, Lij% N PROPOSED LOCATION OF , - - ' , OLu> >- 'r V\, t1j ¢ 1 1 N �, fj _/ •, 6 ` ; \j i ' ' W O NEW SEPTIC SYSTEM,/ O 7.0 DW IN " EXISTING SEPTIC � �`."F- Q: E YSTEM' TO BE REMOVED 1 j "p� O >, I _ I `i a _ D I` _ Q I _ '�� ROPp EXISTING • jj PROP ED ONE STOP Y\. ---' , / cv 38. f�'2.6'..+ �` BULKHEAD ,\5 I I \ CC U ,� H i OPEN ORtW ADDITI . N .. 10'0 ------ 12.0' �. ` `\ \` �. cc;t h H 1 Q i i \ i � a M 1 / / --- _ \ PROP. TRLNC DRAIN - i 8 , 3 ��' h I --- NE ELL - � / �' �'' `5 CON CTITO YW � � '\ � \ I , ; i •\ ; nn W M � tl j OP05 - c~n 1 " II A `R " .. PROP.TRENCH DRAIN - r ----------- 107 ,('' \ ` ; ; ; \ i r r • PROP. STORM DRYWELL TYPE B '�2,T •�+ CONNECT TO DRYWELL ; - - ; \ `\ Ln (MIN. 10 FEET FROM PROP. LINE) NG / ' ' 0 10 j -- XI5 ------------9 , - ; 1• , 1 �„/ 8 , PROP. STORM DRY LL TYPE "A'I \• (� j __ - -" `PROP TORM DRYWE TYPE 1 �+I (MIN. 10 FEET FRO BUILDING) Z -------------- ------ MIN 10-FE-ET FROM B ILDING -' m I �,I O O ( ; CONNECT LEADERS T DRYWELL W -'� -------- 9 CO ECT LEADRS--TD- YWE �..�. C►1 ; ; ' W Q WATER ; / lid' 8 � � EXIs-�SNG n7> I I 1 � z \ , 6 , I I I I'� 0 F O ETER BULKHAD - >' Iw-- ` f, , ___________________ .. 1 PROP. TRENCH DRAIN - ----------------------- CONNECT -- 1 , : _ :1 CONNECT TO DRYWELL PROPOSED NEW 12 FOOT WAD r - ! ` 4 V f � �• � W � PROPOSED NEW 12 FOOT WIDE ASPHALT-PAVED-DRIVEWAY I \: cc (1) 1 \.N u.. W w Z Z ASPHALT PAVED DRIVEWAY t3 1 8 j 121.0' + 0.: \ ® m O - 7,',B 7 HH L.._.._.._........_.._.._.._.._.._.._.._........_.._........_.._.._.._........_.._.._.._........_.._., .._.._.._.._.._.._.._.._.._.._.._........_.._.._..-._.._.._.._.._.._.._.._.. :_.._.._.._.._.._.._.._.. _.._.._.._.._.._.._.._.._.. _._.._.._..�.. _.._.._.._.._.._.._.._.._.._.._.. _.._.._.._.._.._.._.._.._.._.._.._ DGE OA G A , _.._. _.. \" • •• - H Fm 0 Q 9 S 84 22 ' 20" Y 345 : 32 ' 1 0 �- 1 6y �. > , I WELL �� ��� � � 8. 5 O W r w I • _ cp o , s� - EXISTING *- N o o0- ,00� ROCKS O WATER a� mid STORM DRAINAGE CALCULATIONS : "^ETER o��V ESEEFINALMAP ONA DECISION PROPOSED TOTAL BUILDING AREA 41157.30 SF PROPOSED TOTAL PAVED AREA 7,300.00 SF TOTAL PROPOSED IMPERVIOUS SURFACE AREA 111457.30 SF DESIGN 5TORM WATER FOR 2 INCH RAINFALL 1 ,833 . 17 CF 0 a s PROVIDE TWO (2) LOCATIONS OF 8 FOOT DIAMETER BY 6 FOOT NOTE: EROSION AND SEDIMENT CONTROL PRACTICES ACCEPTABLE TO THE TOWN OF SOUTHOLD UTILIZING HAY BAILS & PROPER CONTAINMENT DEEP DRYWELLS (SHOWN AS DRYWELL TYPE "A") & FOUR (4) PROCEDURES SHALL BE IN PLACE AND ENFORCED DURING THE ENTIRE CONSTRUCTION PERIOD TO CONTROL SITE EROSION AND STORM WATER DISCHARGES LOCATIONS OF 8 FOOT DIAMETER BY 8 FOOT DEEP DRYWELLS E ' (SHOWN AS DRYWELL TYPE "B") PROPOSED INSTALLATION I PROVIDES A TOTAL YIELD OF 11858.56 CF OF CAPACITY PAGE # TEST HO LE SOUTHOLD, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY ZONING INFORMATION RESIDENCE R-40 ZONE SITE CALCULATIONS: TEST HOLE GRADE ELEV. 7.4 SUFFOLK COUNTY TAX ## 1000 - 70 - 13 - 20.7 ZONING CODE SECTION ZONING REQUIREMENT PROVIDED/PROPOSED SITE AREA 52,318.00 SF MAP OF "PARADISE BY THE BAY" - LOT 7 MINIMUM LOT SIZE 40,000.00 SF 52,318.00 SF EXISTING TOTAL BUILDING AREA 2,569.88 SF GRADE MINIMUM LOT WIDTH 150.00' 153.71 .00' PROPOSED ADDITIONAL BUILDING AREA 2,708.02 SF LOAMY MINIMUM LOT DEPTH 175.00' 345.89' PROPOSED TOTAL BUILDING AREA 5,277.90 SF FILL 3 5 MINIMUM FRONT YARD SETBACK 50.00' 123.00' PROPOSED TOTAL LOT COVERAGE 10.08 NOTE: ALL SITE INFORMATION & GRADE ELEVATIONS MINIMUM SIDE YARD SETBACK 15.00' 32.70' BOG OBTAINED FROM SURVEY PREPARED BY "JOHN C. MINIMUM AGGREGATE SIDE YARD 35.00' 84.60' Z 4.5' EHLERS, LAND SURVEYOR" DATED 10-05-2010 MINIMUM REAR SIDE YARD SETBACK 50.00' 136.00' FLOGR AREA: LOAMY MINIMUM LIVABLE FLOOR AREA 850.00 SF 5,087.00 SF EXISTING FIRST FLOOR AREA 1,911 .00 SF 0 SAND MAXIMUM LOT COVERAGE 20.00 % 10.08 % PROPOSED ADDITIONAL FIRST FLOOR AREA 929.00 SF _ — 7.0' GROUND MAXIMUM BUILDING HEIGHT 35.00' 25.25' PROPOSED SECOND FLOOR AREA 2,247.00 SF MICA, SAND WATER N MAXIMUM NUMBER OF STORIES 2 1/2 STORIES 2 STORIES � & CLAY PROPOSED TOTAL FLOOR AREA 5,087.00 SF 9.0' 0- SAND & NOTE: ON SITE DRAINAGE WILL BE DESIGN TO RETAIN & PROPERLY LEACH ALL STORM WATER RUN OFF _ GRAVEL GENERATED BY A TWO (2) INCH RAINFALL CREATED BY SITE CLEARING, CONSTRUCTION ACTIVITIES, 13.0' SITE IMPROVEMENTS AND THE PERMANENT CREATION OF IMPERVIOUS SURFACES w H w V - LIMITS OF LAND DISTURBANCE w m °C oOTOTA AL AREA 31,500 SF ADJACENT PROPERTY Lu SCTM## 1000-70-i3-20.6 i c� a u Z LL W (SEE SITE PLAN - DOTTED LINE) OWNER - HOWARD DAVIDOFF ¢�1p Qo o PROPOSED HAY BAIL A SILT FENCING m � Im 0� 00 N ' v I w LIMITS F LAND NI NIS O O 6 N f 11 O 0 LIMITS OF LAND LIMITS OF PROPOSED HAY BAIL & DISTURBANCE - N 84 20 E EXISTING WALL/FENCE ALONG PROPERTY LINE p°a - a cc a oo� O Qo 1 _._._._.._..-.-.-.-.-..-.-.-.-.-._.-..-..-..-.._.. ls. CO .O ll. DISTURBANCE - �' Q 345.8/ SILT FENCING DESIGNATED AS: DOTTED LINE �'1L L1 DOTTED LINE g�' 10 - -$ (� m5 27' H . J .—.—.—.._.._..—..—..—..—. ._..—..—..—._.fir._.._.._..—..—..—..—.. ._.._ ..—..—..—..—..—.—..— ..T.. ._..T.._.._.._.._.._.._.._.._.._..—..—..—.._..�.._..—..—.._..—.. 69.9' + BULKHEAD TO EDGE OF PRASS 0 m PROP.TRENCH DRAIN- PROP. E CH DRAIN- \ rl T PROP. 5 DRYWELL CONNECT 70 DRYWELL 11 9 5 m'i W � CONNECT TO DRYWELL PROPOSED NEW 12 FOOT WIDE (MI 9.F-EET-FROMP_ROP. LINE) _ ? 'j N ,p N W CONNECT LEADERS TO DkYWfLL_, `�� PR . STORM D, ELL O ASPHALT PAVED DRIVEWAY ------- - \ M (M N. 10 FEET PROP. LINE) EXISTING 4 -n 1 - - C ECT LEAD RYWELL H ^ K EAD -- i W � _�'-- r'-1 XI AMai" \. _ ----------------------- DRIVEWAY 11 <cx- A EA PR O E15 TWO O PROPOSED HAY BAIL/' 1 1 D M w N E s BULKHEAD N % 1 :1 i t M M ST R DDIIO &SILT FENCING 'f ; N s j O O a (�J \. PROPOS DONE STORY GARAGE` SED - EXPANS ON ADDITI d � 62 0' --,`P�OPo N H - a PROPOSED CONCRETE 2 33' � 2 $'' 8, WASH-OUT AREA /j// - �r 1 PROP. STORM DRYWELL ,•%�' Z7.5'i FEET FROM PROP. LINE) PROP. RENCH DRAIN //%-' PROP ED TWO STORY �'rn - / �/ \n ;m CONN TO DRYWELL j // / C6 �. ; \ ,OPEN RCH ADDITION ! n !n Co j oeRs M it GARAGE Z ;Z 1 pq\ O` 10 STI 9 55 H q GRP o - ELEV. 11 3 . .... . ,,, ••• w � --- -- PGE ,3 N ^EARAGE FLOOR; WOOD D C T NG, $ `�F - - PROPOSED HAY BAIL fREMOVE EXISTING CIRLIJLAR 16.2 BE R MO 5, EXIST D 7I. PD �O E m: f \:\N Z SILT FENCING DRIVEWAY & PAVING a \12.67' ' •� \ ROQ05E 5 B���NE ; �� _, n W Q \6 5 ;m �- - m \ D 10 b C `\ i i D p� 6�1 QF 8.1 ',- b o •� P5 p0 ...� o� ---------- ' p EXIST' CIRCULAR DRIVEWAY TO BE 11� _ 4.0 .9 57,0' + 1i• - �P.o --� UTILIZ FOR PROPOSED"TEMPORARY i ! i.... ` t ..-....: -.._ XI TIN - -- - / ... CONSTR TION ENTRANCE" 0'E P - 0�\'� ROPOSED -- - N \ 10. ¢ i ------ 3.0' ,....._. _ o TWO ,1 �' RY � - - ��' N •\� O L1J 1 PROPOSED LOCATION F Lu d p 6 �`' 6, 4 \ O NEW SEPTIC SYSTEM/' O¢ Lo 7 0 DWEL IN = = . ; EXISTIN SEPTIC -- 1 F.�LEV. 13 0 YSTEM BE REMOVED \ PROPOSED HAY BAIL j of 6 OP05ED EXISTING t Z j ' &SILT FENCING CENTER OF EX15T'G CIRCJLAR - - i PR \ DRIVEWAY TO BE UTILIZED FOR PROPOSED O E STORY 14 5' �" 38. 6�• BULKHEAD ? \ �" O Z \ PROPOSED"TOP SOIL STOCK PILE OPEN PORCH ADDITION / 12.�� 1 PROPOSED HA BAIL \ AREA APPROX. 1 500 SF PROPOSED -------- A SILT FE 'G i ' RAIN- 11 05Ep ADDITIONS 5 -- - -� ONNECT'TO DYWELL 1 NC 8 3 \ (� PROP LIMITS OF LAND ' \� O 10 DISTURBANCE PROP. STORM DRYVJELL 23.0 PROP. RENCH DRAIN 6-_-__- �' - \ 1 CON CT TO DRYWEL --lam, , DOTTED LINE •� \ ' (MIN. 10 FEET FROM PROP. LINE) TINS _ _ 10 --. , PCI ----------- - -- - 137.3 8 \ - PROP. STORM DRYWELL \ ------ _ --- ' PROP TORM DRYWELL 9 Q� CONNECT LE DERMIN 10 FEET OWELL m \ -- 9- (MIN. 10-FEET FROM BUILDING)) I ( ---- - --C----------------- - -' CONNE LEAD_ER-TO-DRYWELL V TER ,' tib ! LLQ $` 6 EXISTING m W ul O ER j PROPOSED HAY BA L BULKHEAD O - -' d SILT FENCI `, `, �, ------------------- PROP. N ` TRENCH DRAIN- - \ (Y' CONNECT TO DRYWELL PROPOSED NEW 12 FOOT WIDE. TEST HOLE - `i �` 4 A \\� W �w N Q LIMIT OF LAND'', PROPOSED NEW 12 FOOT WIDE 7 DIMIT ANCE - ! ASPHALT-PAVED LOCATION 3s \\� Z DOTTE LINE ASPHALT PAVED DRIVEWAY (� \ $ 21.0' + 0 3 \N, Vw >- L 1 r - BULKHEA i W Q z W - _.._.._.._._._.. .-.._..-.._.._.._.._.._.. __.._.._.. _..__.._._.._..-- ---. _..-.._.._.._.._..-.._.._.._.._..- -- .._.._..�.._.._.._.._;._.._.._1_ EDGE OF A � W F- a! �- 9 o S 84 2 2' 2011 W y y y �- o a o �s �s� s 345: 3 2 w z z GRADE(PAVING OR GRASS ARE 2'-0"DIA SOLID(OR GRATED)STEEL MAN- WELL PROPOSED HAY BAIL&SILT FENCING (fl (9� •Q"�7 $'�, � Q HOLE COVER 6 COLLAR(SEE SITE PLAN) Z PITCH TOWARDS DRAINAGE INLET � �L S O ��� _-- 5 EXISTING 0 Lo ,Q ADJACENT PROPERTY i SCTM## 1000-70-13-20.8 �O d Od ROCKS OWNER - DAVID HENCHY o �'\"' Q �- 10'TO 12"�� �,� REINFORCED CONCRETE PIPE(RCP) O .D O • i SEE SITE PLAN FOR SIZE/DIAMETER � � Q M w • PRE-CAST CONCRETE FLAT ' WATER a W w^ "TRAFFILTOP'ILOVER ��/ STORM DRAINAGE CALCULATIONS: METER P o°� W F- N ~ "•'+ PRE-CAST CONCRETE �(v` /� (n (� NN w �o DRAINAGE RINGS `/ �Fg = Lo DIAMETER OF PRE-CAST PERFORATED DRAINAGE RINGS T-a, PROPOSED TOTAL BUILDING AREA 5,277.90 SF iOQP x Za (SEE SITE PLAN FOR SIZE) MINIMUM PROPOSED TOTAL PAVED AREA 7,000.00 SF H" �LL�H TOTAL PROPOSED IMPERVIOUS SURFACE AREA 12,277.90 SF N DRAINAGE INCH STONE COLLAR AROUND DESIGN STORM WATER FOR 2 INCH RAINFALL 1,964.46 CF f f _ f i i w / DRAINAGE RING(TYPICAL) O 5TEPLscale . 1 - 20 -0 vLu zw GROUND WATER PROVIDE SIX (6) LOCATIONS OF 8 FOOT DIAMETER BY 8 FOOT DEEP Q 0 W DRYWELLS TO PROVIDE A TOTAL YIELD OF 2,027.52 CF OF CAPACITY NOTE: EROSION AND SEDIMENT CONTROL PRACTICES ACCEPTABLE TO THE TOWN OF SOUTHOLD UTILIZING HAY BAILS & PROPER CONTAINMENT O V .� } 06 TYPICAL DRYWELL DETAIL PROCEDURES SHALL BE IN PLACE AND ENFORCED DURING THE ENTIRE CONSTRUCTION PERIOD TO CONTROL ROL SITE EROSION AND STORM WATER DISCHARGES Z M J w ZS NTS LLJ uo LL w z z op O r H ° o to � W � � o o Lu ' y m N � InC 7- 7- p Pi - 114, C 2 5 2313 ?'._) . E PAGE # CLEAN SAND SHOULDER MANHOLE DETAIL M r ' AREA. TYPICAL EXISTING ASPHALT B••THICK REINFORCED CONCRETE AX. C.to C, ROAD SURFACE. TRAFFIC BEARING SLAB u"DIAMETER CAST IRON INLET � '�T ;!-• _: � -.,.�,,,-'r<�.. fi�,"• -�_-..•CA FRAME FRAME & 50l]D ,. ::: •��' r. 1 . > .=�T :; ! �,.; : y` ; I_i v FLOW —.f..,z GRADE 4"ASPHALT ROAD SURFACE CIN GRATE COVER TO GRADE. J' 4 -i # t Tfi •r�_ i�- i 7`- .-- 4"COMPACTED RCA BLEND. _• i•.-a: �••w 717M "k'` r. E TYPICAL GRADE GRADE t, •� 4 - :,g'�1-.'° .1'i:` L_ i r ��•• ' T •}+-r:•. e,+E•_ ti I )•.'>:_.r. ' :_- -f 1 •i Im+• / I .7:T4IY!:'•%ywk• '.Y:isi, ——— -+•.r.<.•. _ - _. - ', ••� L. T.,�,I• '�?,..� -, r`..� F• �'�{/I �=fy^� '''ti+.�.;.:C�.,.:Rti.•�`t'l��'? —�• _ ,I•-., Z - O 0060D ` BRICK MAY BE USED TO � '' - p' REINFORCED 4 000 PSI fl µ ' = ,� p o ADJUST CURB INLET CAST TRAFFIC BEARING aF ( ) a(< , I !c � �0000 ��D p0 CLEAN GRAVEL FILL RECASTCONCRETE IRON GRATE & FRAME TO CONCRETE SLAB ( �k J - "' �� I o o m )-:- �E � ,:,:P:;` �;t<•-_tir . CHIMNEY SURFACE ELEVATION A d:J_� MIN. L J ci G O O FILTER CLOTH :'s.. :. ..-'r`.` - :y:'r=%�:; � MAXIMUM OF 12 INCHES. 1. 45" PRECAST CONCRETE REINFORCED 4,000 51 �� f I _ 00 q � p D O 0 0 0 p0 0O 0 0 q w I I I I ® ®®® ® CATCH BASIN �a I V O D O _ UNEXCAVATED SOIL I I�I I I DIN®®® ® 6" o 0100o0 Q p ®C3 ® STANDARD STEPSor N 0 SLOPE �,�� 4" VERTICAL z =�", FACE dog00o 00 0°�% o IMI_ aF3 0 16" O.C.-Typ. O 8 �(�' QO GIJ p a 18"TRAFFIC BEARING O O 0 Op0Qo ao O—IIIII ®®®®® DRAINAGE PIPE.TYPICAL PERSPECTIVE VIEW � _ f MIN. 6' WASHED BEDDINGDETAILi ® -' I Lu Ono 1D'DIAMETERxCDEEP STONE BEDDING 8"THICK PRECAST FRENCH DRAIN DETAIL R OM — PRECAST CONCRETE 36" MINIMUM 2x2 2 CONCRETE TRAFFIC EXISTING GRASS ❑®® ' , —_ LEACtIINGRING. CURB INLET DETAIL ANGLE FIRST STAKE TOWARD BEARING SLAB. scale: NTS SWALEAREIt � �® ;•$ ., � II— FENCE POST ,,.. GRASSSHOULDER� v REINFORCED, 4,000 PSI GRADE CAST IRON CURB INLET CAST IRON INLETLLW ��° i TRAFFIC BEARING PREVIOUSLY LAID BALE. _.f % �;,,-••'� - AREA. TYPICAL yA4a _ 1 GRATE & FRAME SERIES GRATE&FRANE _ ;4 —IIIII CONCRETE: SLAB WOVEN WIRE FENCE GRj�E _ GRADE CLEANSANDa , GRAVEL FILL. �o. T —BRICK MAY BE USED TO (6 X 6 - 10110 WWF) W tGROUND • • REINFORCED 4,000 PSI ADJUST CURB INLET CAST FLOW =.=r IIIII—IIIII PRECAST CONCRETE - -- IRON GRATE & FRAME TOr_ „� - --- _ _ r-0"Min. 10-0"Diameter CLEAN SAND& 26" SURFACE ELEVATION A FILTER CLOTH %� - ~""�- -' _ _ - > (� STI ; , - _ W �D M°' GRAVEL FILL. CATCH BASIN 48" MAXIMUM OF 12 INCHES. 1 o ro 'L1»t; askti...,ry::rt:��::Yr Zrt:z:� � 6" s N �--n - ~, `' ~•�"^ \ ...�.,-: --- -------- - lflll= [7®®`®®® MIN. FROM 5'-0' �Op ��.''� �' / %c v♦ LL UJ n® 1 R EMB �- _�•� a ED FILTER CLOTH A , ---- D _ ®®®® CLEAN SAND& Typical SectYon ///�y�y - -- - 13®®E�® GRAVEL. l l(/ MIN.�� Leaching Fool �tN. 6" INTO GROUND �'-=� �`4 '�'� ..•• � 6" WASHED -1W�`` ' BOUND HAY BALES t13 8 DIAMETER xB DEEP SLAB DETAIL STONE BEDDING •. -_ _ � H ®®®En PRECAST CONCRETE Scale: NTS :-•� "-.tee••• - LEACHING RING. 26" 4" _ -- - PLACED ON CONTOUR cam ®®® REINFORCED TRAFFIC am NOTE: ., 'i w % f -- - M MAXIMUM DRAINAGE AREA ' ` ; '`' __ 2 RE-BARS: STEEL PICKETS OR p = `:- _ BEARING CONCRETE SLAB N rr n ! ! „ � `-��- 2 x 2 STAKES 1.5 to 2 IN GROUND. W 1-4 60" -. •.. � NOTE. THICKNESS AND '•�:_:�:r,:-�-r.:----• �W�:.-.:�:::�:- ---.-__. I�® IIIII® 46 s" 112 ACRE 1 100 LINEAR FEET - ©® REINFORCEMENT FOR 501E iiWIIIII L AND TRAFFIC LOADING BY DRIVE STAKES FLUSH WITH TOP OF >� AN ENGINEER f CLEAN SAND&GRAVEL — I —60"~f SECTION DETAIL HAY BALES. O �! GROUND ANCHORING DETAIL �• Q WA1-E:R STANDARD PRECAST CONCRETE CATCH BASIN r-D Min. eo-Dia. ��'N1� (4'X4 — T /JICCJ�� (5 FEET TO 20 FEET IN DEPTH) SILT FENCE DETAILS STRAIN BALE DIKE DETAILS N .Typical Section @ Leaching Pools, S GRASS SWALE DETAILScale: -- -- -NTS ... _ .. .. ._ . ..- ---- --.....__. .... SCALE: NTS SCALE:NTS 50' MIN. OUT SU FFICIINT TO KEEP Sa.D" 1D•-D"WDDEBUFFER SEDIMENT ON SITE I TOWN RIGHT-QF-WAY LANDSCAPING ONLY z TYPICAL AT ALL ba: i PROPERTY LINES P Lu HAY GAIL AND/OR 1 S W SILT FENCINGCR o '••O7•: SO'-C 10'-r WOFD BUFFER SHALLOW RECHARGE BASIN '`� ' K I - `� W 7 TOWN RIGHT•OF•WAY LANDSCAPING ONLY MAXIMUM DESIGN DEPTH Y-0` ,x' ` •, -y-�' �o NOEXCAVATION T'HISAREA f Ir TRAFFICECARIN¢ W (V• d CyM!:a ui 1•THICK PRECAST = ,y BEARING SLAB.qC CL Lu CULVERT PIPE,TYPICAL v� •�-Q:wj Dr*^ OEAIIWO SLAB. CAST IRCNInLET y .I.. -' - - Q G - I yP 7•- aMIEIFiANI? � . I•. W rDU1ERlEta6 D6F9 DST V' W C7 PRECAST CONCRETE MD ASPHALT N-UP a a �- 0 - - uws curr<R. - LEacnlna was I D' ''a. D ..6. . • a l I _ T - _ o •a, FOAD SHOULDER AREA C1. - .. ��. Z ASPHALT - (7 !A•Ta7a A AC T 0. SU PIACL GRADE - o v� ROAD R A 4 :a - O 41 ''�. /� y.c4�. w,•o Q d'_ Y VC- ' .W I ! I �:!.;: ::�• a .., s. �• Ill I Q � w \\ .a 0 o - I III I III IIu ELEVATION AT EDGE F PAVEMENT ELEV. D' _•U - o �I J _ w G PREusr :t e¢NCPa-TE -� S G ❑ i• E RA TO a` XI N £ £ d` n"• ten• I R MAIN HEADWALL ELEV t 0' '.4 �VZ I I_. Z - C� _ •a '.. PROVIDE GRAVEL FILL t ELEV. 2.0' f =o: o¢Kovno wA oa®®® II 1r• 7 TER ' 6 Q - o DO®®!E� M Q .. - ti IV TruFRc eERFnna f' a EEV - 3.01 _ d• a a E V91T PI CRL •O� RA. PGTYPI - \ o•D.v r.:•pR:~/yT = 'o. 1•• .Q .,;�a, 1r• •qy'�y���e M• t.-• •t R A• 'M• '••1n• pp..SrCOM OFEP PPE—ALL NORETE oO .OQ , O T/O JIy��C1Q a 103 CII M CLI Z2 •,"1}, / 'J M-( VY .O A• �, PPIECARTCONCRlTF HPJ4w'lALL.TYPIWIL •_-N4 � t• . IF�T r. SL•• � I tT /� X0.4 7•-i3 .�-.y[- rf-t.C. � r!. +.b �wenurD was '-..ae-•i. o:.!p .0•':"tom••�,,•O U \Z�CNSFRUCITONENTRANCE-FOUNDATION OF COMPACTED - • "- •• Mf .' .�,:. a "v:f1%r:�•Qh..�Ob• O o 3/4'STONF BLEND OR N.Y.5TATE D.O.T.APPROVED RCA i ... ,a• �. "� -"'• —..•—.__.,._Q — •a��- •'e•iF -•��+' JG mow.► FILL T018•{Min.)ABOVE EXISTING GRADE FORDRAINAGE o•• +� ,• GROUNDWATER T bA CAST IRON INLET I •�.- b •- eVVy- I GRATE SFRAME •1 b• ELEVATION 0.00' r b 40 } PRONOE ORAVELFLL FROM „• i� b AROUND Wn�To a•eFiow I MIN. MIN. EDGE DP PAVEMENT PLAN VIEW 1 ''� tt os o ROAD SHOULDER AREA I gS � N 0 .� I EXISTING GRADE ROAD W = r0 LSU CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED W L Q HAY SAIL MD/OR 3/4'SfONEBLEND OIL N.V.STATE D.O.T.APPROVED R.CA Typical Pian Detail @ Catch Basin & Shallow Recharge Basin Typical Section @ Catch Basin & Shallow Recharge Basin . �I jj> z 4) FILLT018'(Min.)ABOVE EXISMG GRADE FOR DRAINAGE. Q 3 SILT FENCING � Scale: NTS Scale: 118"=V-0" O CROSS SECTION 0 3:> Q rn O TEMPORARY CONSTRUCTION ENTRANCE �o ~ M SCALE!NTS r Q W �• W � Nv - o WY o LU z ° W . o J � LLJ LL w z m � o r J H Fm ° o z F W W � o r O ma a - 41 w7j,I PAGE # 50UTHOLD„ TOWN OF 50UTHOLD, SUFFOLK COUNTY, NY ZONING INFORMATION RESIDENCE R-40 ZONE SITE CALCULATIONS : SUFFOLK COUNTY TAX # 1000 70 - 13 - 20.7 ZONING CODE SECTION ZONING REQUIREMENT PROVIDED/PROPOSED MAP OF PARADISE BY THE BAY - LOT 7 MINIMUM LOT SIZE 401000.00 5F 52,318.00 SF SITE AREA 52,318.00 SF MINIMUM LOT WIDTH 150.00' 153.71 .00' PROPOSED TOTAL BUILDING AREA 40157.30 SF MINIMUM LOT DEPTH 175.00' 345.89' PROPOSED TOTAL LCAT COVERAGE 7.95 % MINIMUM FRONT YARD SETBACK 50.00' 127.83' z NOTE: ALL, SITE INFORMATION & GRADE ELEVATIONS MINIMUM SIDE YARD SETBACK 15.00' 32.700 OBTAINED FROM SURVEY PREPARED BY "JOHN C. MINIMUM AGGREGATE SIDE YARD 35.00' 84.60 FLOOR AREA: 3 _ EHLERS, LAND SURVEYOR" DATED 10-05-2010 MINIMUM REAR SIDE YARD SETBACK 50.00 136.00 EXISTING FIRST FLOOR AREA 1 ,911 .00 SF w H I' MINIMUM LIVABLE FLOOR AREA 850.00 5F 5,346.00 SF PROPOSED ADDITIONAL FIRST FLOOR AREA 465.00 SF MAXIMUM LOT COVERAGE 20.00 °�0 7.95 % a o a' MAXIMUM BUILDING HEIGHT 35.00' 26.00' PROPOSED SECOND FLOOR AREA 20200.00 SF a? ? H MAXIMUM NUMBER OF STORIES 2 1/2 STORIES 3 STORIES PROPOSED THIRD FLOOR AREA 770.00 SF H H E Ed n- ot wwa V PROPOSED TOTAL FLOOR AREA 5,346.00 SF ac °` °L °C NOTE: ON SITE DRAINAGE WILL BE DESIGN TO RETAIN & PROPERLY LEACH ALL STORM WATER RUN OFF o-0 -0 o v7 GENERATED BY A TWO (2) INCH RAINFALL CREATED BY SITE CLEARING, CONSTRUCTION ACTIVITIES, Www W Lu SITE IMPROVEMENTS AND THE PERMANENT CREATION OF IMPERVIOUS SURFACES 0 H w w H W � o � a O 0000 ° a Q a _n 0000 W r ujW ui N N N N �1: a� p aj tG o tnj > aaa ~ ` � m m ti01 N c v •� Z uwi vwi uwi a SCD _ � �� o0 ow I N o� N 84 ' ®" E �p pL Lb �O 7lC��°PQ�Ci I> 89 _..-..-..-.._..-.._.._.._.._..-..__.._.._.._..-..-.._..-..-.._..-..-.-.._. W ' m 00300000= ' ; II ; ; ; � 1 I i ; v 1 I I I I 7 PROPOSED NEW 12 FOOT WIDE ,- ---- ----__ _ IN O � I 1. ASPHALT PAVED DRIVEWAY j=='' :__:_-_ _ \ - j I ; 1 EXISTING 4 -�11. 1 . - � 1 1 I I 1 1 ` � , _ s BULKHEAD 1 1 1 I I I .-1 EXISTI4zNG 1 e 1 ; ; 1 I I 1 , '---' ,• , A , 1 , I I I I I I _ -- -- 1 -- -- -------------------11-- ,-- ' DRIVEWAY A EA PRO O �� TWO J cV y . 1 1 - � •7 -- - I ,- ; II 1 1 ST R ADDITIO .J I 1 N 1 1 i `\ 5 -'-'-- 1 C. 1 ' OpoSE .. .. ,.... 1 PROPOSED ONE ORY GA GE 2.0' * ... ----------------- - EXPANSION ADD Tt N 6 -FSR 20 8 8.0 I II I I I I I I 27.5 I I 1 11, 1 .' 1 , 1 1 �W 1 I I ; I I 1 �Im ; m Pj2t?POSED TWO STORY • 1 j _ ti' ,bPEN PORCH ADDITIONA ! i �► .mco o GARAGE °i11 I ; Z ;Z \ I I I I O S ® 1 10 1 �� I 1 � Ir- 2.0 O� EXISTING 9', 1 .� I O I Z , 1 I I w 1 � r' , , 8 A I WOOD DECK TO \ ; 13: o m 1 2' BE R MOVED 3 1 I _ N j - REMOVE EXISTING CIRCULAR �..� 6• - 5. E 'I j DRIVEWAY A PAVING a• �., ' , 77.x.. 1 I ..h... "I��l� Acl I I I 1 Q `\\ Q V• mo a ;\ 51 4�•D' t ` i ;r.� �. -- , , 2 8 , I 10 , . T ------- - ---- --------------- 0 8. . , 66.0 '�, .\ � I I " "- 1� , O I I ' H � 4.6 N r � r '�� � 1 1 � I 1 � r V 0 Liu 4.0' 60 , . ---------------------------------------. �-W-- --�---- . EXI �N ; - ; I t I 1 I I I W> 1 , r -�'" ------- - -' '� 1 1 I I I ` + V .i 1 8 - 1 Z TW �/ 1 I 1 Lo m a J l C. r -�- -'- �' - N i i i r i . . ------------- ' Lu ------------------- 1/) 1 1 O' p , % '1 �. , , '\ ; , I ` 1. 1 -��' .'•` O DW IN p , - , , I Q p a -! (,r) N----- EXISTING SEPTIC \` b �� I I 1 i I � F f M �. U- YSTEM' TO BE REMOVED - \ �; "'""w z 11 ----------------------_ ---- `fi EXISTINGtic Q f'ROPO 'ED, ONE STOP Y .. cu 38. i BULKHEAD ( v o Z 1 10; 1 I F- N OPEN ORtK,,Abb1T� ...'N.....,...... i '_ --1 = - 12.0' i 1 ' _ % 8 3 I I I � M w t31 i _ Lij - E�i -' --- P 1 O R , I ' , - _ I I , � \`\ '\, \`\ � % � � � ■�11�■111■1 1 127 ,83 -6-=---- '\\ ? ! �� (� i ............. 10 IS -------9 _ - - - -`__ I - - 7__ - -- .......... i � \ }' 8'\ 6 ,, Lu Ire' Q o WATER P "Ln 4 ! ' EXIStTNG m' �- O ETE'� __ -- BULKHkA I \N ® � -j >' w ------------------------ 1 PROPOSED NEW 12 FOOT WIDE PROPOSED NEW. 12 FOOT W}�D 7�"' - _ 1 ` 4,, �: �• J ASPHALT' PALED aAIA - - -- I i17: I 1 �. uj cc W Z Z ASPHALT PAVED DRIVEWAY 3 I \N .L.._.._.._.._.._.._.._.._..-..-.._..-.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.L.._.._.._.._.._.._.._.._.._.._.._.._.._.._..�=.._.._.._.._.._.._.._.._.._.. _.._.._.._.._.._.._.. .. .. .. .._.._.._.. .. .. . ._.._.._.._] .._.._.._.._.._.._.._.._.._.._.. _.._.._.._.._..__.._.._.._.._.._.._ ` 'I' IIS I I � J 9 o S 84 22 20 W s Sys ys� 345132 ' I WELL �� v� 8''' 5 Lu r = n I �' - _ _ EXISTING �' If- N O 1 0 °r� �' ° ROCKSfill 0- o WATER _ � - N METER GO�� ^�� F kr P y ® . 0 IPA Alm 0, ell cpce NOTE: EROSION AND SEDIMENT CONTROL PRACTICES ACCEPTABLE TO THE TOWN OF SOUTHOLD UTILIZING HAY BAILS & PROPER CONTAINMENT PROCEDURES SHALL BE IN PLACE AND ENFORCED DURING THE ENTIRE CONSTRUCTION PERIOD TO CONTROL SITE EROSION AND STORM WATER DISCHARGES PAGE # TEST HO LE SOUTHOLD, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY ZONING INFORMATION RESIDENCE R-40 ZONE SITE CALCULATIONS: TEST HOLE GRADE ELEV. 7.4 SUFFOLK COUNTY TAX # 1000 - 70 - 13 - 20.7 ZONING CODE SECTION ZONING REQUIREMENT PROVIDED/PROPOSED SITE AREA 52,318.00 SF MAP OF "PARADISE BY THE BAY" - LOT 7 MINIMUM LOT SIZE 40,000.00 SF 52,318.00 SF EXIE'TING TOTAL BUILDING AREA 2,569.88 SF GRADE MINIMUM LOT WIDTH 150.00' 153.71 .00' PROPOSED ADDITIONAL BUILDING AREA 2,708.02 SF LOAMY MINIMUM LOT DEPTH 175.00' 345.89' FILL .MINIMUM FRONT YARD SETBACK 50.00 123 .00 PROPOSED TOTAL LOT COVERAGE 10.08 �o PROPOSED TOTAL BUILDING AREA 5,277.90 SF 3.5' NOTE: ALL SITE INFORMATION & GRADE ELEVATIONS MINIMUM SIDE YARD SETBACK 15.00 32.70 BOG OBTAINED FROM SURVEY PREPARED BY "JOHN C. MINIMUM AGGREGATE SIDE YARD 35.00' 84.60' z 4.5' EHLERS, LAND SURVEYOR" DATED 10-05-2010 MINIMUM REAR SIDE YARD SETBACK 50.00' 136.00' FLOOR AREA: LOAMY MINIMUM LIVABLE FLOOR AREA 850.00 SF 5,087.00 SF EXITING FIRST FLOOR AREA 1,911 .00 SF 0 SAND _ MAXIMUM LOT COVERAGE 20.00 % 10.08 % PROPOSED ADDITIONAL FIRST FLOOR AREA 929.00 SFMICA _ WATER MAXIMUM BUILDING HEIGHT 35.00' 25.25' & CLAY � MAXIMUM NUMBER OF STORIES 2 1/2 STORIES 2 STORIES PROPOSED SECOND FLOOR AREA 2,247.00 SF � 9.0' PROPOSED TOTAL FLOOR AREA 5,087.00 SF a SAND & NOTE: ON SITE DRAINAGE WILL BE DESIGN TO RETAIN & PROPERLY LEACH ALL STORM WATER RUN OFF GRAVEL Q 13.0 GENERATED BY A TWO (2) INCH RAINFALL CREATED BY SITE CLEARING, CONSTRUCTION ACTIVITIES, SITE IMPROVEMENTS AND THE PERMANENT CREATION OF IMPERVIOUS SURFACES w H v H w LIMITS OF LAND DISTURBANCE w m Lu ADJACENT PROPERTY a w ¢ w Q TOTAL AREA 31,500 SFo 0 (SEE SITE PLAN - DOTTED LINE) SCTM# 1000-70-13-20.6 ,cl s► s Q ><s w LL OWNER - HOWARD DAVIDOFF a j �? m 7 o� p p W PROPOSED HAY BALE A SILT FENCING m co m �� Nap Ln w w w ti �' LIMITS LANDN Q UN: H LIMITS OF PROPOSED HAY BAIL & DISTURBANCE - N 84 22-' 2Ot� E EXISTING WALL/FENCE ALONG PROPERTY LINE O - °a a LIMITS OF LAND o�o� OIC I w N DOTTED LINE GL 11, m �p LI DISTURBANCE - !��' 345 Q t +._._._._.-. _.___._......._._._._......._._._._._. .-�u- DOTTED LINE .V SILT FENCING DESIGNATED AS: 1 _.._._ _ _.._.._..__ _.._ _.. _ _ _.._._.._.._.._.._.._.._.._.._..__.. _.._..__.._. :. O` v 5'�'P 10 8 "''6 A ; . 7 27' oC H \ -- �j; 69.9' + BULKHEAD TO EDGE OF BRASS p 1. 1 M M PROP.TRENCH DRAIN- PROP. STO DRYWELL PROP.TRENCH DRA - CONNECT TO DRYWELL MI CONNECT TO DR LL 7 \ PROPOSED NEW 10 FOOT WIDE ( N�9FEET FROMPROP. LINE) 11 9 m'.iW ~ ' ^` O O ASPHALT PAVED DRIVEWAY � CONNECT LEADER5 TO DAYWELL_ PROP. STORM RYWELL Q:: `� N N W Z (MIN. 10 FEET FROM PROP. E) " ; EXISTING 4 -n;\• H -- - -- - W;' RE-PAVE EXIST'6 �- 1 CONNECT LEA S TO DR 0 BULKHEAD D.W - BUL \ 2 .-x; -- #3 ASPHALT (%j NNE 1 D R 1 •1 --------------------11 ! _ N DRIVEWAY AREA I - \ PROPO ED TWO PROPOSED HAY BALE' t 11 I \ M M &SILT FENCING 'p ',I j U1': o (p \. '- PROPOS ONE STORY GARAGE ` STOP. D�DITIO `O N: .1 Q Q D. __ EXPANSI N ADDITION \\ 62.o M N D i0 It 11 PROPOSED CONCRETE I 20.8 8.o \ WASH-OUT AREA \ PROP. STORM DRYWELL ; / 27.5':: W 1 (MIN. 10 FEET FROM PROP. LINE) PROP.TRE CH DRAIN- O \ \ \!m • STORM DRAINAGE CALCULATIONS: '- `°NNE CT °DRvwEu bPEN ERCH ADDITION11 � Im PROPOSED TOTAL BUILDING AREA 5,277.90 SF i CBRS GARAGE ` - co z iZ PROPOSED TOTAL PAVED AREA 5,000.00 SF °pq q N 2.0' • io ExISTI 9 \ RF GARAGE FLOOR! / M O 0 8 © R I� \ '4 w ELEV. 11.3 WOOD D C T ,ANG . °�E F 3 TOTAL PROPOSED IMPERVIOUS SURFACE AREA 10,277.90 SF j ,f�REMOt/E EXISTING CIRCULAR - 16.2' _ BE REMO �, EXiS 7 �o E m`; \N PROPOSED IMPERVIOUS SURFACE/LOT AREA o ; PROPOSED HAY BALE DRIVEWAY & PAVING >. .� E E p 19.64 /o Z j &SILT FENCING 3 2.67'_ QROPOS 5 B��,KN W -\ Q . X10 ---- ------- °o> b°1 --- . ' 8.1' ..�. 66. 1'; Py5 m \ '� DESIGN STORM WATER FOR 2 INCH RAINFALL N °` ; of `: 70 F ,644 64 CF ---------�.. -- a� ,� '., `�N Q \ g0' ROS ------ w°C 4.6' -= i �o ° j:� I W Q. EXI5T'$CIRCULAR DRIVEWAY TO BE S1�' ( v'. -'= ; - - Q 4.0'.` 9 57.0' + PROPOSE 1� EP° J t. PROVIDE 40 CUMULATIVE FEET OF DEPTH OF 8 FOOT DIAMETER UTILiZ FOR PROPOSED"TEMPORARY -- -- - - - I r� �( '' E TIN •���-� R � CONSTR ION ENTRANCE" i t �•. . r �� - -- i -- - -- ---__--- D 1 D YWELLS TO PROVIDE A TOTAL YIELD OF 1,689.6 CF OF CAPACITY. - 10. Q 4.0 N ----- 3.0' 61 - - � J DISTRIBUTE DRYWELLS AT VARIOUS SITE LOCATIONS AS FOLLOWS: � �'� _ 8 - . O W 1 PROPOSED LOCATION OF _ d., 0 6. •'' 6 4 \\ ., O NEW SEPTIC SYSTEM.-` O tc� �_ �.o DW IN . DRYWELL #1 (1,000 SF OF SURFACE AREA) 8 FT DIA,. X 4 FT DEEP o� 11 °0' m N--. EXISTIN SEPTIC 7 b.2 \ i _ DRYWELL #2 (1,580 SF OF SURFACE AREA) 8 FT DIA:. X 6 FT DEEP ', - aQ ,� _ F.�LEv. 13 0 YSTEM' BE REMOVED �• PROPOSED HAY BALE --.. A SILT FENCING ED STORY / OPO EXISTING DRYWELL #3 (1,580 SF OF SURFACE AREA) 8 FT DIA X 6 FT DEEP j CENTER OF EXIST'6 CIRCULAR 4R s � ;\ o Z DIA. 1 DRIVEWAY TO BE UTILIZED FOR ROPOS E 14.5' N 38. ' 6�•6 BULKHEAD 5 I \ - DRYW ELL #4 (1,580 SF OF SURFACE AREA) 8 FT DIA. X 6 FT DEEP ; PROPOSED"TOP SOIL STOCK PT-LE PEN PORCH- ,DDITION t � t PROPOSED HA BAIL 11 DRYWELL #5 1 000 SF OF SURFACE ARA 8 FT DIA:. X 4 FT P \ ' AREA" APPROX. 1,500 sF ,. PROPOSED,/ ------- - 12.0 &SILT FENf1 G •-- PROP.TRN DRAIN- \ ( . E ) DEE 3 � \ _-----------------------5Ep `�`'� _ A'DDITIONS -'S------ CONNECTtTO YWELL \ _ / 8 U DRYW WELL #6 (1,580 SF OF SURFACE AREA) 8 FT DIA. X 6 FT DEEP I W i. 01 PROpO PROP.TRE CH DRAIN- --'' -- ` �� l.__ LIMITS OF LAND `' \ • \ PROP.STORM DRYWELL 3•0 CONNECT 0 DRYWELL I 1O �- DISTURBANCE - DRYWELL �#7 (1,000 SF OF SURFACE AREA) 8 FT DIS X 4 FT DEEP 12 ,_, , 6 -- �D•w•`, DOTTED LINE \' (MIN. 10 FEET FROM PROP. LINE) �- w DRYWELL #8 (1,000 SF OF SURFACE AREA) 8 FT DIS:. X 4 FT DEEP 110 i " - CIN - -__-- i D.w (D.w.'; 9 8 PROP. STORM DRY LL 7 \� 97 PR" .,STORM DRYWELL _ o\ (MIN. 10 FEET FRO 6) \ U� ---------9" (MI . 10-FEET FROM BUILDING)__ CONNECT LEADER WELL CO NECT LEADERS TO-MYWE ..� • O \ W O 4>: ,� r V TER Lid 8. \6 EXISTING m` � ui C-4 O ER "PROPOS HAY BALE \ N O N ' a SILT FENCING' BULKHEAD LK O i PROPOSED NEW 10 FOOT WIDE - t \.V'� J PROP.TRENCH DRAIN- ` � 0 GRADE(PAVING OR GRASS MEA) 2'-0"DIA.SOLID OR GRATED STEEL MAN- , CRUSHED STONE DRIVEWAY 7 - •- ( ) 1 CONNECT TO DRYWELL TEST HOLE i 4 \•� I.w M Q PITCH TOWARDS DRAINAGE INLET HOLE COVER Q COLLAR(SEE SITE PLAN) LIMIT OF LAND, PROPOSED NEW 10 FOOT WIDE --- -'� LOCATION ` DISTU ANCE - \ ASPHALT PAVED DRIVEWAY -------- \ O r V DOTTE LINE 3, co - 8" 21.0' + to \\ W >- i : 7" - BULKH A d itl'TO 12"�� REINFORCED CONCRETE PIPE(R!P) t -1_ .• SEE SITE PLAN FOR SIZE/DIAMETER .._.._.._..-._.._.._.._.._.._.._.._.._.._.._.._.._.._-._.._.._.._.._ ._..,-.._.._.._.._.._.._.._.._.. ........ _._.._.._.._.._.-.. .._._ - .. .._.. UJ E D DGE_OF A PRE-CAST CO CRETE FLAT A C W Q Q• F tiN uj TRAFFIC TOP COVER 9 O J 84 t 20" y ys y '` 't I O < Ha PRE-CAST;ONCRETE WELL jl. V�� S� , . ' W Z Z v? y DRAINAGE NGS 345 3 2 g => a w�LL - � PROPOSEb HAY BALE SILT FENCING Cl>? �,�� �7� $ 5 ° :�F�= DIAMETER OF PRE-CAST PEdFORATED DRAINAGE RINGS 9'-0" ADJACENT PROPERTY ��ty "��' `d _ EXISTING V M oZd (SEE SITE PLAN FOR SIZE) MINIMUM SCTM# 1000-70-13-20.8 .00 �\O(�. Od ROCKS .� a � O OWNER - DAVID HENCHY o,� �\"' �,��- �O� � �r- Q � G. a w WATER w H METER oo ' W INCH STONE COLLAR AROUND '^ iv Z _ / DRAINAGE RING(TYPICAL) "� � vI \( GROUND WATER COQ P P / Lo TYPICAL DRYWELL DETAIL, V) NTS . 11 - t � 11 O wY o T P L A N scale . 1 - ZO 0 VW zw a ° W NOTE: EROSION AND SEDIMENT CONTROL PRACTICES ACCEPTABLE TO THE TOWN OF SOUTHOLD UTILIZING HAY BAILS & PROPER CONTAINMENT O V .� >- E- PROCEDURES SHALL BE IN PLACE AND ENFORCED DURING THE ENTIRE CONSTRUCTION PERIOD TO CONTROL SITE EROSION AND STORM WATER DISCHARGES z } Lu -6 Lu Ix ? a-T?ev( ras SCIVIpS��V�' STAKES � w Z z Vl A u-TAOi-lipErBY e7c?r,'SU?dS FLOW // 18'-p„ o D H MAK G' TOC O _! 1H- O ° Y ° _ 1rt�'�?-FItF�t�F3]iRt27\TE,T m "7Fi=!r r f iGJ:iS.C:i*ri lHD Q W LL ;3aa�rzc?L rB' v w GRADE =Z ` (p F to = W F"Cflf jfiry$S?RA AS' '� ` N L ° (n SLOPE \a �c g Is cl) o •.• =a `b- 4" VERTICAL FACE a h 10" u ` >�. 4,:MIN -�� w ��� 1 5��G ' f �_-� '0 r� .'� --- BEDDING DETAIL 6" MIN. SET _ INVI RT V��RIsi( n ; PERSPECTIVE VIEW IN GRADE r'� ::. --- ANGLE FIRST STAKE J t •-� A ,r j I " TOWARD PREVIOUSLY I I -____ LAID BALE 36" MIN. 2 X 2 �I FENCE POST '. f_I FLOW -jK r,? i " ri `'.'_I ut;�-kS[.scr:,i1I WOVEN WIRE FENCE Z �.. a^ ' 1 iossar r (6X6 - 10/10 WWF) or FILTER CLOTH q , EMBED FILTER CLOTH MIN. 6'.-► G I'•'- I ( INTO GROUND r.,l:--:_:• - ----- � BOUND HAY BALES Z t --- - x PLACED ON CONTOUR n 2 RE-BARS: STEEL PICKETS OR 4 :p 2" X2" STAKES 1.5' TO 2' IN NOTE: MAXIMUM DRAINAGE AREA ' Tc,Ws; GROUND. DRIVE STAKES FLUSH 1/2 ACRE / 100 LINEAR FEET ). si ).[zras : s) Prrr;ts: atazt .s.ti C :z WITH TOP OF HAY BALES Y. xr: Fzcr tin vr_trzo:s: t�.Trrn\z I€,�tr yr ANCHORING DETAIL SECTION DETAIL 3"('�iL?$llI:_.7Jv.p,(Tr$TLax:�"BL"+Lti:U'F3NISEI7?Dt=YSyeGB:E;�EIiR�LE TYTfC'ALD'TH-1E rGTR,NC1�SECTION STRAW BALE DIKE DETAILS N. T. S. SILT FENCE DETAILS N. T. S. PAGE # DIST: 1000 SECTION: 70 1 BLOCK: /3 1 TAX LOT: 20.7 SURVEY NO. 79430 NOTE: P/n/� Rn.6D TITLE NO. THE OFFSETS OR DIMENSIONS E STS HEREON. 1. CONSULT WITH THE HIGHWAY DEPARTMENT NECK 1 FROM THE PROPERTY UNEsromesTRucruREs. BEFORE DESIGNING, INSTALLING, OR MODIFYING ARE FOR A SPECIFIC PURP05F AND USE: THEREPORE THEY ARE NOT INTENDED TO ANY NEW OR EXISTING CURBS, WALKS OR ROADWAYS MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES. ADDITIONAL 5TRUCrURE5 IN THE STREETS SHOWN HEREON. oRANY omERIMPRoveMENr 2. SUBSURFACE INFORMATION SHOWN HEREON WAS OBTAINED FROM VARIOUS COUNTY DEPARTMENTS AND/OR PRIVATE UTILITY COMPANIES. THE SURVEYOR ACCEPTS NO RESPONSIBILITY FOR ANY OF THIS DATA. s� V-4�v1 3. THIS IS TO CERTIFY THAT THERE ARE NO VISIBLE STREAMS - ` OR NATURAL WATER COURSES IN THE PROPERTY AS SHOWN ON THIS SURVEY. _.AWIFN.C'f'frG:0lei- 0-.'0 _ 4. ELEVATIONS REFER TO DATUM OF THE COUNTY.OF SUFFOLK WHICH IS EQUAL TO THE U.S. COAST AND r',vII.c1.I2 NI4><. - l i/�°✓, y...,�,:-_1.�•�v�.:�.::.:....,.:w.=:.:,::.�;,_.�:...����..t,:.ww_;�...�...,.__.._ - - ,�,... _ F�r�r.�Y// - GEODETIC SURVEY MEAN SEA LEVEL DATUM AT SANDY HOOK. (rvGVP lQ2q ST7ar00 /L70 CSwj 16aFr�`-q•�CS�2ri<r/�o�i� 1� "INDUSTRIAL CODE RULE 53" REQUIRES NOTIFICATION AT LEAST 72 HOURS r !e 64 - i_zoc�_G..9'_P/?E�� _s nr-ic r/•'14 PRIOR TO CONSTRUCTION. NOTIFICATION SHOULD BE MADE TO LONG ISLAND — _ � � ITr^orc� ��'�'�'��rl••vFnn� S -, _ -3.�:A:lsr)/010 x 5�o-rEp ONE CALL CENTER AT 1-800-272-4480 �. Gnocr�1� v✓3r, 41V,CJ O LOT AREA Exc, 'OtioI� 011 �j 523 6304 5q. Feet saaM�ae LW(e�rrawoco QES�FN« i !.il`•^ r/ros w'gas4-f /-GIAe, 5ovrr/ocD;nl.`F. �� -�' d 1.20 1 Acres • � 6...i•.X EE 0"1 ql I NOTE: By +' i �� t ALL PROPERTIES WITHIN 150 FEET OF SUBJECT PROPERTY 'd�r �" 61��'' t ARE IMPROVED AND CONNECTED TO PUBLIC WATER /�PRovE.p //JJ CO,V,c15C- F P 7V j�L16L rC W07'E Q� LOT No.6 a&® yr L wlv� 64 66 GP9 UNEi +1 ±I +I +I ¢ w Oa W z N o 345.89' J� 0 N 2'20" E e4 . � FZj 1 \ Ili TREE LINE RETAINING WALL. CHIA LINK PENCE Q } ' ee °x 'aI `°t -�@ -��4f�L�ISO- - - - - - - - - EL••1 1.00 .5b d\O 4 1 4 $Uz t ELa11.2 Oql �� z 0. '(Y 'O 4 a8 m 2 a IL= PROP05ED DRIVEWAY 9�Vs� 2 o --V P P O 'so3 `'3 4 w' ° - - - - - - - - - - - - - - 4°/ — Pl _ — s 6 0 ING 2 - - Dw. pj /� \\�- P �1 31 N t a trI \P ♦ �� Q 34 123 V 3 w 1 gi PROP 1 d0 X 5 DEEP /^ P 9 p� \ I \ O ♦ 1 1 �y W. LEACHING POO �g ti __ \ O + q �,�0 CIYf I \ / i 27'-4" 27'-C' 20-9 NC h I PROPOSED �4 PROP. DRAIN I 15TORY M °' 2 5TORY I 10 [<s GARAGE °' ADDrrroN I I ffPAN51ON E'-11° - o fiR sTO o F ¢ 1 '0. ADDITION �� 091 ..I�q� `.r/� PROF.1 j 12 6' _ A IVO.//(ns =� V In x b" (2 � 03 CL �n I �'� 61T`2000EPTIC�T27R! U8--a _ 1 �v ® j m 0 1 0 !O PROP. �(/' oC I . ,n ac J `R 11 1 LOT No. 7 SEPn Y k- q __i N o C 'wl- k/L Y .2 \ i °D m E� a_o i 5iNCc-� ��� p w V 1 7 I O � QA GRA I r7 ---i----�p� � ,i I I" (�-(•�,, � �a,-0• 0� I \��a/{�¢ � - -01 06 1 U lo) vr2Q 26 (� �� b 4 1" ��'(tI x O \ h L Z I Q I 4p N Q K IN '7� U�l� Z 0 O I�l+� § Z M O G R 4 -� rIV 9 W �1 b 1 a C7b 9VEL �� O \oa, 10 �. PROP etas ~ U '�A+ (1) [a �.}. 2EA.rOVED 4 Edi �v Of TRE H \ iv 1 g �u�i \a �O� LLQ 1 V I�_tJQr \ 1 PROP Exls AGI1p BE'Dprlf$ nix N P ,�,^ 2 av ~ P r LQ Of / RpEOP. �n� TWELs8.24 �t< o O oavoo PRO DRp N \ py y�l, f 31 O Vin' ry°j WELs4.79 P ?68 CV - �- - \ ` µPPQOr - LINE DEW/. a N A 101Z () �— -- _.- P2oPos ,I.//vl�r ¢_\ ---sq - � ti P / InaAy ��� 8 ��a�� �< s5 2 INg 71 41v PROP05E0- DRIVEWAY /^vi PROP05 - y �I �,° ^ x B % 1 0 o�O s- P N N v GI m WIRE PETWE_ gg t BWEL=3.99 fL< 11 + 33354.32 °2 '20" W 63 Un r, +c b iPP2oX.t,o�-47w,4 s°a" tL vN V E Z �, DQ (AS PE2 F1GED/L1C,p� SEE RESUt BErOk/ ` � AC) m CG ..,..r .......I. Cv✓dEGTF� ]� PUP LK w4rE,� LOT No.B z A' tpt Linc rl AAUS T Be Inspected B) ThO Abar1;�lZ�ta^nt of c.xi t"n r1., }ar , r > c in 1 �� .1,: '�� rr ; ^t. ( $4� „althI �ices. ' a ,,� } ^y.•t�,7> maFs ;Vi=a .: .,1c .a a � c�;aa�crp�,ar,: � i� �,;.,r � 1 gin-. tS a �tit --�� � fT1 I�ea'�s In �, vn �.ed: ... corneal W t�;3 f�r:r t-41��T�Ota- _cas proof. � ('.3 V MAP OF PROPERTY _ �_ . ���' � " rT, 51TUATFAT Y'• ' HAYNES LAND SURVEYORS �� - --- PROFE5510NAL LAND¢CITY 5URVEYOR5 .50UTHOLD199 LAFAYME DRIVE,5Y055Er. N.Y, 1 1791 !�•� PHONE: 1-5 16-496-1790 FAX: 516-496-1792 TOWN of 3OUTHOLD r-,0,q y _ 5UFFOLK COUNTY, N. Y. RECORD5 OF WALTER I.BROWN,GU5TAVE A.ROMER UNAUTHORIZED ALTERATION OR ADDITION 4 ROBERT A.'HAYNE5- E„ TO THI5 5URVEY 15 A VIOLATION OF r r j ° / ,° C SECTION 7209 Of THE NEW YORK S A SURVEYED .3.5 fin •. s fy' �FQL I{C'�U1��1 C1. , EDUCATION LAW. T TE : FEBRUARY 3, 2 $0 �'� t r `�= j` ( �' "' 1 •_ I COFIE50PTHQ I5SURVEYMAP NOT BEARING EVrSED.-GPRIL 21 2or4 (p�(,t7Y Z� `x= �• : t. - T11E LAND SURVEYOR'S INKED SEAL OR `� •�` },. t 1"6 i'1 3 /�,.��9 4�r .# Fl e t, ../,E, -.,n,t(.., S: EM5055ED 5EAL SHALL NOTBC CON51DFUD GUARANTEED TO :- 7 p 54W p TO BE A VAUD TRUE COPY. /Gj/CQ,s1A. T 1� k; M , GUARANTEES OR CERTIPICATIONS INDICATED " -PR , HEREON SHALL RUN ONLY TO THE FER50N .c'L4Y �11ry N ON MIS BEHALF TO THE AND COONCOMPANY. .�' ...w ,,r i{y�E��.',� '`.•,-. ,: fOK WHOM THE SURVEY 15 PREPARED, AND ly TALL GOVER INSTITUTION L15TED HEREON. AND TO THE "'I ply .- A55IGNEE5 OFThE LENDING INSTITUTION. LOT NUMBERS: n 01715 f" T n,,.,.. - .:.,,.,.•... GUARANTEES OR CERTIFICATIONS ARE NOT LOT No. 7 .n �' ; Fc.,�,�A;*j,,..LT:; , x •.,:_." _�" TRANSFERABLE TO ADDITIONAL INSTITUTIONS ITl __ ,.• 'n , OR suBseauENr OWNERS. "MAP OF PARAD/5E BY THE BAY" "L' EXPIRES THREE YAR l;lyOl`9l,i � � , DRAFTED BY B.G. FEB. 5, 2014 PILED: No 4. 1976 A5 MAP No. 6463 __ ,-,A... 1 "' �� DIST: 1000 SECT(ON: 70 1 BLOCK: l 3 TAX LOT: 20.7 SURVEY NO. 79430 TITLE NO, PINE NECK Rn'A D THE OFP5ET5 OR DIMEN51ON5 5HOWN HEREON. FROM THE PROPERTY UNE5 TO THE 5TRUCTURE5. ARE FOR A SPECIFIC PURPOSE AND USE: THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY UNE5 OR TO GUIDE THE ERECTION OF FENCF5. ADDMONAL 5TRUCTURE5 OR ANY OTHER IMPROVEM ENT O C) _ � 6\ C=) y JL C' CD C LOT AREA _`L� 523 /6.304 5g. Feet p 2C If Acres Lr r , 1 LOT No. 6 T Z Zz +I H lf+ll 1 H GA✓` UNEi a b T" N a 345.89' 3 Q � N 64022"20" E q`3 N TREE UNE 3 RETAINING WAIL 3 CHIA LINK FENCE q`/.23 Q Y Y � rYl�i�Q Y Y 1 +EL-1! O x� c _ 49 ELS 11X30 �� f( i�O �m + +EL-11.29 z2 ow) °' rnv) �� DW, NI COL. l �e ti m ° fig cn� E4• mm� \ GRAVEL IL R I V f WA Y r ;` hP 3.9 — DW —��. E 40,47'-s ;' O 36'-1 O• 39-2Y elm f� t P 1 COLONE 5TORY nC0 '2 e GARAGE 8 ° .� 10' 1 !-.P.3 t, , L.F'i. �. Q �� DSMj �� c•o �e i"'Os _ c _ Sr 25'-1 _� 1m Mo o o —2,A1�"W• t'F-4 u q - I O LILA OT No, 7 � �♦ / ��1 \ t W . ';� � vd ti W Q + - — � PI° S �S i h 9' 1 6' > ' x �' O h ♦'y A 01 VL o N Z O o I w`N ♦��`' r O U t 21'6 22'-4' t 2-0' nh � 0 FL-4.49 I ee M xt�♦9 l'��/ �j� ♦Dh TACH x O \� 1130 °D T U) (f/•2a T N IA q-2 CWWEL�: 27� Q C14 1 1yr y N : x 0, , I x coy o� zoo q LGI o� ♦'bpv .29s '� / /GONG.PAD b , ^ r�' x x 0 2/ �EIECT.{GAS ^ `r r S -*4 • N - COL. ��y��L 33 0 WIRE FENCE +9V+Il 3.9b �L.2 ,-664354.32 3 (54022'2001 w 63 b 1 LOT No. 9 MAP OF PROPERTY HAYNES LAND SURVEYORS 51TUATE AT PROFE5510NAL LAND t CITY 5URVEYOR.5 0199 L)THOLO LAPAYETTE DRIVE, SYOSSEi•, N.Y. 117913 � y — �•PHONE: I-5 1 G-49G-1790 FAX: 516-49G-1792 T Q�NFAtTkf SR�IICES TOWN OF SDUThOLD t-, SUFFOLK COUNTY r��FF, ��(;Tp�c+� SUFFOLK COUNTY, N. Y. RECORDS OF WALTER I.BROWNE,GU5TAVE A.ROULL'ER APPROVAL OF 1:OMSTRUCTED WORKS FOR E ROBERT A.HAYNES P �,i��Y(jE�l SOF A SINGE_ UNAUTHORIZED ALTERATION OR ADDRLON � A I'(, (� n C �/��( TO TH5 5URVEY 15 A VIOLATION OF -----.---- ----;----.i,__.__ C_ IiUU U �0�4 H.C'.R1:1.NLS. 1 �'O- - 0025 SECTION 7209 OF THE NEW YORK STATE 5U RVEYED : FEBRUARY 3, 2014 EDUCATION LAW. �1S COPIES OP THI5 SURVEY MAP NOT BEARING FINAL 5 U RVEY : APRIL 9, 20 18 "r g1 �,•.: , �_. +I and v 2tCT,u f.fti�ties at this Location have been THE LAND 5URVEYOR'5 INKED 5EAL OR mss,bJ?...t'. 4 y, T}TQ$CAfei�e dL,ap(1$c SUP 11Y 5EAL SHALL NOME CONSIDERED rl'4CY Sf TUG S5-, w l tr agencies and found to SA,t/ 3Y Eti( REV/SED: Y 9 �'�- � i ,�:4 A�„�;r r�„L;fr.��� �,.�'�^- ,: Ins clad aruUor certltLed by th►s Departure t os offer age TO BE A VALID TRUE COPY. r T �' x' ''” rte g`�`'3 in gacted ry FOR A h1AYIMUM,QF,__ _. BEDROOMS. GUARANTEES OR CERTIFICATIONS INDICATED GUARANTEED TO UF',I7Q72--0 7a: JMY /3, 2020 � ' `t i i +i' y'i �� �''ir;•" ', �' 4' HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE 5URVEY L5 PREPARED. AND c_.a ^„ ` .,a:+'� '��Q.$-�•p�t ON 115 BEHALF TO TIE TITLE COMPANY.GOVER14W. NTAL AGENCY It•LSTITUTONl5TED HEREON,DMDDING TOTHE ' 'a Cmig Kne er, P.E., Chief A55-GNEE9 OFT11F LENDING IN5T'TL'TION. GUARANTEES OR CtSCTiFICATIONS ARE NOT LOT NUMBERS: p� Office of Wastewater Mann. - - ' TRAN51'ERABLE TO ADDITIONAL IN5T%TION5 LOT No. 7 r OR 5uB5EQUeNT CMER5. � ��> ;Tim O MAP OF PARA0/5E BY THE BAY" DRAFf'ED BY B. G. 2-5-1 4/UU '4-1 G-18 1 F/LEO: NOVEMBER 4, l 976 A5 MAP NO. 6463 *.t �`LAf:�5 SUFFOLK COUNTY DEPT OF LABOR, ` LICENSING & CONSUMER AFFAIRS - MASTER ELECTRICIAN r., t NAME THOMAS BEST 11 BUSINESS NAME This certifies that the INC . T BEST ELECTRIC bearer is duly licensed by the Q License Num ate issued Countyof Suffolk 11 /1612011 49446-ME EXPIRATION DATE 1110J /2015 c ownissioner z. ��•=� VMBEL-1 OP ID:SMD :4iCG�RD' E t �...- CERTIFICATE OF LIABILITY INSURANCE DAT0E""WOnYrn O13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorseme s PRODUCER Phone:631-585-0363 NAMCONTACTE: The Winfield Group-Long Island Fax: PONE E FAX No: 400 Townline Road,Suite 155 H Hauppauge,NY 11788 E-MAILRSS: The Winfield Group INSURERS AFFORDING COVERAGE MAIC E INSURER A:National Grange Mutual Ins.Co 14788 INSURED William P.Crocitto INSURER 0, VMB Electrical Solutions,Inc. INSURER C: 28 Shore Lane Bay Shore,NY 11706 INSURER D: INSURER E., INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE D BUB Policy NUMBER POLICYMEFF POUCY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 2,000,00 A X COMMERCIAL GENERAL LIABILITY MPU9827F 02/09/2013 02/09/2014 PREMISES e $ 500,00 CLAIMS-MADE �OCCUR MED EXP(Arty me person) $ 10,00 PERSONAL&ADV INJURY $ 2,000,00 GENERAL AGGREGATE $ 4,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,00 POLICYFX PRO LOC $ AUTOMOBILE UA13BJTY COMBINED SINGLE OMIT a $ 11000,00 A ANY AUTO B1 U9827F 02/09/2013 02/09/2014 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOSX AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS -cadent UMBRELLA LIAS OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X i WC STATU- OTH- AND EMPLOYERS'LIABILITY Y LIMITS ER A ANY PROPRIETOR/PARTNER/EXECUTIVEYIN CU9827F 02/09/2013 02/09/2014 E.L EACH ACCIDENT $ 100,0{) OFFICERIMEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 100,00 DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ 500,�a DESCRIPTION OF OPERATIONS t LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,N more space Is required) Proof of insurance CERTIFICATE HOLDER CANCELLATION TSOUTHO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. Bldg Dept 53095 Rte 25 AUTHORIZEDREPRESENTATIVE Box 1179 IP• 1 Southold,NY 11971 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 1 STATE OF NM YORK WORKERS'COMPBNSATION BOARD CERTIFICATE OF NYS W0RIC FRS' COMPENSATION INSURANCE C0VFRAGR In.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured 631-291-0208 VMB Electrical Solutions Inc 28 Shore Lane le.NYS Unemployment hrsuranceEtnployer Registration Number oflusured Bay Shore, NY 11706 \Vol kLoention oflusured(Oulyrer{rrlredifcoreragelsspedj7cal#, Id.Federal Employer Identification Number of Insured llmlled to certaln locations In Alm fork State, I.e., a Mrap-Up or Social Security Number Policy) 33-1127279 2.Name unit Address of the Entity Requesting Proof of 3a. Name of Insurnuee Carrier Coverage(Entity Being Listed as tho CertiQen(e Holder) NGM insurance Company Town of Southold 3b.Policy Number of entity listed in box"In" WCU9827F Bldg Dept 53095 Rte 25 3e. Policy effective period PO Box 1179 02/09/13 (0 02/09/14 Southold, NY 1i97i 3d. Tine Proprietor;Pur•Uters or Cxeculive Officers are Included. (Onipcheck box Ifall parintratotneersIncluded) ri all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"W' for workers' ernnpensation tinder theNew York State 1Vorkere Compensation Law.(To too this form,New York(NY)must be listed under Kent 3A on the INFORMATION PAGE of the is orkers'compeusntlon insurance policy). Tito insurance Carrieror its licensed agent will send this Certificate of Insurance to the entity listed above as file certificate holder in box"2". 77reInsurance Cat rlerwill also nolIfythe abowcertilfcateholderwithin 14daps IFapoltcyIsconcelerldnetononprgmreidgfprendronsor willdn 30daltr IFthers met easons odterthan nwrpa}noent q/p=dtass that cancel iiia policy orelintlnalethe lusuredfrom the coverage hidicared on thfs Cert(Jicale. Otiteripise,this Certlflcote is volltifor elle year q fter tltis forut is approved by fire Jusarance carrier or Its licensed agent,or unfit thepo//cy erpiratiwt dote/istert/it bol"30',to/r1chawr is earlier. Plenso Notes Upon the cancellation of the workers'compensation policy Indicated on this ibrnt,if the business continues to be named on a penult,license or contract Issued by a cergticate holder,the business must provide tint certificate bolder tvitb a Italy Certificate of Workers'Compensation Coverage or outer authorized proof flint the business Is complying with lite mandatory coverage requirements of ilio New fork State 1Variters'Compensation Law. Under penalty of perjury,I certify flint l not an authorized representative or licensed agent of the Insurance carrier referenced above and flint tit*named Insured fins Ilia coverage as depicted on this form. Approved by: John Tomassi - {�oftuji(orizedatiee or licensed agent of insurance sorrier) Approved by: 9J16/13 (Signature) (Dale) Title: pre Idant Telephone Number of authorized representative or licensed agent of insurance carrier: The Winfield Group 618-371.0076 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2 lnsromtce brokers are AWT arrtho zed io issue it. C-105.2(9-07) www.wcb.statcalyals 09/01/2012 00:39 5163793636 PAUL RUPP PLUMBING PAGE 01/02 ' + CER WICA `E OF 'LIABUTY INSURANCE « ` cams h �, rflW CarnF='M If*MuRD AV A MSTM 41<01Fr>DMJti•R ON ONLY M CONFERS W MWITS UPOM'MIS CrWITk01on H010M.,mm Cti�1''vtMCA-M DO'E'S NOT AMMiIIAVVIM.r CP NMXWXLV A4A:EVID; EXMD OR ALTER ISE CGvMRAQ 2 AMROJEEO Sy TRIS ss04lC n 311LO1R1; TWS C6R'lTPlfuAVE 4:7 1!lBUR4RX6 0015 ]NOT CONS,=U"k`fr A•COMRACT 0EnVM" 1149 Ift-IJIMM ilMOE-1114% At!'J'!90MW ItORi?SExrAms 41Z PA99ftdek.Am 7ARSiMYrr-IcAle Ft1Oumm IRPORTAMI4; ff M9•cMT> 9le hOMtr i$OM A1111171Gl AL.DNISlITYt?D,the policyllmsll muse n9 emj+argcd. 4rSvtDCG}I MMA MWAPMk skl0j oct 14 ltte 1 On[t a�vt»RIlialt�btfihi,•13ollex.cetl�lla�pOfA�:Ino3t MQulte an�dceelrFrpsrrTt. 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'��.. or �+,sshyl'M TL C,'4.FW...P;Ai4.:7.pFAnr 5 •A VftpvdyScdIlcn 1 02n41M13 M4=A'I3P! o�CRi�TJOtl6FbPtaiATiCNeILOG1t�t�uYE+Q':ltgC i�eri+�tC�dFlmq,Ad�fl�w renranw•�IenM9nr.Ir•�.,m.•srxr r�nav�m sourr10D tsijoUtt1olYNYO+t'Tllt?1�t8 mdDfNICIaiTeVG, PCILOW191?fi#NCBLUMWpm THE BxPMA11CM DATE MWMIW, HqW= Mt go MUVOM [N Torun aF soet Acct Ct:Yditkt191L°Isptt[>a'�I: ur t Urt-5 ftln Rd $4rWit�1Qlf�,dJ1f 17 "1 n.,nK*+IFnftR¢o-4eaaaV.%7rvE IR•TSFJ#-�!4 ACORDCORFORATI>�I�: AIR rqW vnwv trAidi, J[LC1R�rf 25(M0,105) TIS AUI�>?'ECti0li�fii*nerd�6 sre rce�istr�r+nrt rm�rRa o'i AfiCR® 09/01/2012 00:39 5163793636 PAUL RUPP PLUMBING PAGE 02/02 • STATE OF NEW'YO= CMTMCAn - ..�.. _. �' _ S ;7t t3 fit`'+"l•Mt NO.MUMMER is. 7°�rte ��elts�o�'.lrar�atcxT•(&Fsee�Oek:tdd�tosattl�j lA�.�Siatt9!'f :�moljet•r�ht�statka9 wol mm $t I e ' ;�Q14er�'tetsn•• ie.lV�S�t7�nt<Df".aeD�ItlotttfegY! pt0��tr• _ seam,w r I t7Ao� �i'�M1brmbe-af ins d �A.Tctaars�mltEtiTnt••(�lt'erallgnt091 lWtar:C�ern6iraott�d c»•:�ttt�wt&cxa,ratr 9t'nn�N+� vftdtI<:tw1.+C'std.fttf & I.grwmrow ra vwArf *riff&W FF74,tt=20 ti,2�r'.'l2ftr tos�nOz:ialslow• otlkSV'rx:R�a `�'� 2t°�i��i1MA.t'I� +qtil,��xft�y'�dx�.S��.Fcmta!`Ktmr�c :1aJ�msoffinsarantCC`a;e4rr ' . tF,�ffiC�P>�+��SlOtIA an�p 4;est��le crl 11o�.�fle Iit Coaaps�+y `ioi�toaahotar • S427S ti+ M It& 3K r'eOgNnmbor*FfmtiW float fn box--W: 3G'F41iel dmah•e mind: Sit TflClftry�•Ct•}�'0.N;Ctil"t'(W tnti<LC r".t at,c�a civ chz*ttds ittAt io a++ f TASt& =6---itt&sW*MIabox"3';=ucwOnLIOSMEWrdcrsvmOftgv,iA W."I "ft waxfty mm pa X610;ft9;�x Tw-k Staao Worlto+'C mpocAo Low.(To ttse ftNmm Yok OM moRt IV l3Md 9W A=9A rm ft.t7+at•'0ANX61WPA0DOf*r-valk9e WmM in taGg►®Pc*1.iht:is&t0 0ua Cmirrar;m;cr xWf t7nItrorAa ma.,d�L- oefun eamom-trl'rommmiddm w4tylkmdsw aft uVw1m lto:d'c,b.64X42; 1 s f:leg✓.�pr''d+'��i�F �Me�;o LA t t+ss nxt��ar r'nrat ^+a at r,,h2 dtrt': fPaf4lky tt a r4�larP me':6�rat: + vm r p aiat � tr't+s��lih.��71°¢.l�f�rie+�'fif�Etwr'a������rrrr�.nxt$rareaercrNf�,ptitycve�rix7eratrdetht��•s'• � •t4a�:Or�w!�e�tS+t��•r�crsnss�•ru�i�.r�•Ire~senirterrbaa'.er+�'�'.�'�dxn•u�'t�:l�ir'tCvt�?ern�ds 'r$ .gjt+s• gabfond�o'tytrp"wd Dir tSh+at+cvrea�tcts��n'�or;s �Yia+�ds; 'et~nrra r.;!Ofcp"c.w nxr•4n.dvte At+tri br 4=130'whie� 67 ml E� . Pk"v 1 ..•'upoin ilhe a meeilloeloto oral*writers,ompmant9on ptatnL}im�i�ad�n rJu$r idt t�,!l�tte'iri�An+s�a�t�;�m�to qr •no teerism os�Srt>Aid.�c taea reoittt (stsmAd a tt' ttl�iron e.tha 4atsiatr xtfux2 $r wrEs 'Yrr clavR ar w ac v r��rn1"�[dmriLeas'�ol:t�me@�tt•Cr� ordaAt�r~ssra�oc•�e�,p�aR�a:ii�sbmsioa�eiscostti3n��v�t9t+tihctaon�s�r ott Rteitalat'mme4ttAo£imerim Tm% WWOrRew C. pmsnximX.1w. >EI• dos pgrm of•mal"ry, � �s�'n"'gr°n firo ud Ke eea+a �x1'acar .at aft3cc4aeueru+co rn 6ecr cr�aacl st�ovt:�t8ii�'�o$dlk•C>3a#�$batalllr�tT>'c rtt�es, r�Eecl tonitaf�i"Qrttt. t9c�rsf 1ritJS'riS�t &�tRtt�n tisao,.ol agsar dt,aysmoC emrrL"� . ....,•....,.............a.a�.'�1!TFePt.�°' A 1 '7fi]IJA11 ... .. .. • lc�2Qrert�*eFrrr�i�f�ad�r�mvn+lr&�erws'H �m+tafw�a�sea^�e[iRr,Gs�aiar3�ttne . rlkael'ie+glK�r�►�nv7r(q.'�$S'�(l:'H!IrYY1v"'rrJ�' ,A�.+Y�rmrmW�osvrr+ANaha�.r:ireC.iA':}Cirn..LMhds4mvll+WcrnnmtYi?+'nea'hOr`i.att`h►iaaq�Y C4 1 BEENE-1 OP ID:SM CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDDrYYYY) 09/13/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ACT Phone:516-781-9000 NAME: Newbridge Coverage Corp. Fax:516-781-9172 PHCiN E ; AIc No 1666 Newbridge Road North Bellmore,NY 11710 ADDRESS: JOSEPH TEIXEIRA INSURER(S)AFFORDING COVERAGE NAIC is INSURERA:Utica First Insurance Co. 363 INSURED Bee Nest Construction Corp. INSURER B: 18 Lafayette Ave INSURER C: Bethpage,NY 11714 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. POLICY IEXP TR TYPE OF INSURANCE POLICY NUMBER MMIDD MMIDDNYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A COMMERCIAL GENERAL LIABILITY ARTI33189606 07/08/2013 07/08/2014 PREMISES Ea occurrence $ 50,00 CLAIMS-MADE F—I OCCUR MED EXP(Any one person) $ 5,00 X Business Owners PERSONAL&ADV INJURY $ 1,000,00 GENERAL-AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGO $ 2,000,00 POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea acadent $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ TOS AUTOS ED AUTOS AWNED PROPERTY DAMAGE $ HIRED AUTOS Per accident UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC TORY WORKERS OH- ETRF-MPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y� NIA E L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS f VEHICLES (Attach ACORD 101,Addltlonal Remarks Schedule,Ir more space Is required) CERTIFICATE HOLDER CANCELLATION TOWNOFN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Hempstead ACCORDANCE WITH THE POLICY PROVISIONS. 210 Plandome Road Manhasset,NY 11030 AUTHORIZED REPRESENTATIVE JOSEPH TEIXEIRA ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD f 0 New York State Insurance Fund 11 orkers'Compensation&Dicabilify Beirefris Specialists Since 1914 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 Phone.(631)756-4000 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^"^^^^ 201226806 BEE NEST CONSTRUCTION CORP TA ASPEN CONSTRUCTION 18 LAFAYETTE AVENUE BETHPAGE NY 11714 POLICYHOLDER CERTIFICATE HOLDER BEE NEST CONSTRUCTION CORP TA TOWN OF SOUTHOLD,TOWN HALL ASPEN CONSTRUCTION ANNEX 18 LAFAYETTE AVENUE 54375 ROUTE 25,PO BOX 1179 BETHPAGE NY 11714 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE H 2232 143-4 760663 09/07/2013 TO 09/07/2014 9/13/2013 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2232143-4 UNTIL 0910712014, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 09/07/2014 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. NESTOR R BENALCAZAR--PRESIDENT BEE NEST CONSTRUCTION TA ASPEN CONSTRUCTION A ONE-PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. } NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/certicertval.asp or by calling(888)875-5790 VALIDATION NUMBER:303328556 U-26 3 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured BEE NEST CONSTRUCTION CORP 516-390-7206 1c.NYS Unemployment Insurance Employer Registration Number of Insured 18 LAFAYETTE AVENUE BETH PAGE NY 1 1714 1d.Federal Employer Identification Number of Insured or Social Security Number 201226806 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) The First Rehabilitation Life Insurance Town of Southold, Town Hill Annex Company of America 3b.Policy Number of Entity listed In box"1a": 54375 Route 25 DBL377212 PO Box 1179 3c.Policy effective period: Southold, NY 11971 04/12/2013 to 04/11/2014 4.PoI icy covers: a. 17 All of the employer's employees eligible under the New York Disability Benefits Law b.n Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and thatthe named insured has NYS Disability Benefits insurance coverage as describedabove. Date Signed 9/13/2013 By U0,Ut (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Argent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:lf box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent or that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.6 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,NY 12207. PART 2.To be completed by NYS Worker's Compensation Board (Only if box"4b"of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-1201(5-06) , CESc eck Software Version 4.4.4 .j Compliance Certificate Project Title: Additions &Alterations Energy Code: 2010 New York Energy Conservation Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition Conditioned Floor Area, 0 ft2 Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 1165 Kimberly Lane Daniel Buttafuoco Gerard E.Meyer Southold,NY 11971 1165 Kimberly Lane G.E Meyer,Architect Southold,NY 11971 14 Covert Avenue Stewart Manor,NY 11530 516-437-7350 gemeyerarch@aol.com �� e. a "m s> �. -'S• zv.. .s, Compliance- 14.3%Better Than Code Maximum UA- 979 Your UA:839 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies 14 Ceiling 1 Flat Ceiling or Scissor Truss 4,645 30.0 00 163 Wall 1:Wood Frame,16"o.c. 4,320 150 4.0 189 Window 1:Wood Frame:Double Pane with Low-E 479 0.310 148 SHGC:0.00 Door 1;Glass 480 0.360 173 SHGC.0.00 Door 2:Solid 40 0.330 13 Floor 1 All-Wood Joist/Truss:Over Unconditioned Space 4,645 300 0.0 153 Compliance Statement The proposed building design described here is cc s! 00i ihe�bilding plans,specifications,and other calculations submitted with the permit application The proposed building has been de � ie hr20i` ew York Energy Conservation Construction Code requirements in REScheck Version 4.4 4 and to comply with the ma o r I W Is r(X EScheck Inspection Checklist. ® Is Name-Title ign ture',1 Date 49 18971 Or Project Title: Additions&Alterations Reportdate: 09/18/13 Data filename: Untitled.rck Page 1 of 6 REScheck Software Version 4.4.4 ;, , Inspection Checklist N Requirements: 11.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 2010 New " Pians Verified Field Verified ;.Com ilea? CoitimentslAssum tions York ; •Pre-IdspectlortlPlan Review "l Value Valup�,„. p p E I .Eriergy 103.2 Construction drawings and ,<, '❑Complies ; [PR1]1 documentation sufficiently T❑Does Not Comply: demonstrates energy code , � 'J❑Not Observable compliance for the building envelope. �' El Not Applicable I ..... _ 103.2, Construction drawings and 1< '❑Complies 403.7 documentation sufficiently I :❑Does Not Comply [PR3]1 demonstrates energy code - ENot Observable ; compliance for lighting and ! ?❑Not Applicable mechanical systems.Systems serving multiple dwelling units must , demonstrate compliance with the i f commercial code. 403:6_ Heating and cooling equipment is Heating. Heating: ;❑Complies ; [PR2]2 'sized per ACCA Manual S based on , Btu/hr 1 Btu/hr =❑Does Not Comply: 'loads per ACCA Manual J or other '❑Not Observable Cooling: Cooling. ;. approved methods. Btu/hr Btu/hr :❑Not Applicable I i Additional Comments/Assumptions: 1 i High Impact(Tier 1) y.2;"Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title. Additions&Alterations Report date: 09/18/13 Data filename: Untitled.rck Page 2 of 6 2010 Now York Foundation Inspection - 303.2.1 3,21 Exposed foundation insulation ElComplies fFdi 1)2 protection. El Does Not Comply: El Not Observable EINot Applicable 'Snow melt controls. 403,8 :E]Complies [FO12f, E]Does Not Comply: :E]Not Observable ![:]Not Applicable Additional Comments/Assumptions: 1 i High Impact(Tier 1) 'TlMed�irImpact(Tier 2)777�] 3 ]Low Impact Project Title: Additions&Alterations Report date: 09/18/13 Data filename: Untitled.rck Page 3 of 6 2010 New ` Pians Verified- ;iz Fie[ii York .Framing.Framing/Rough-In Inspection Complies? Commeilts/Assuimptions Value Value 402.4.4 Fenestration that is not site built is �v ;❑Complies :Requirement will be met. [FR20]1 listed and labeled as meeting F "❑Does Not Comply AAMANVDMA/CSA 101/I.S.2/A440 or '❑Not Observable has infiltration rates per NFRC 400 ;❑Not Applicable that do not exceed_code limits.___ 402.4.5 , IC-rated recessed lighting fixtures i w -_--- —~ ,❑Complies [FR16]2 5sealed at housing/interior finish and 1' i❑Does Not Comply m labeled to indicate&It;=2.0 cfm ]❑Not Observable ; leakage at 75 Pa. -]NotApplicable 403.2.1 Supply ducts in attics are insulated to R- R- ;❑Complies ; [FR12]1 'R-8.All other ducts in unconditioned R- R- `❑Does Not Comply i spaces or outside the budding ;❑Not Observable ; envelope are insulated to R-6.Not P ;❑Not Applicable applicable if all systems are ductless. ; 403.2.2 All joints and seams of air ducts,air ❑Complies [FR13]1 handlers,filter boxes,and budding _ ;❑Does Not Comply cavities used as return ducts are s❑Not Observable sealed. ;' [:]Not Applicable 403.2.3:.. Building cavities are not used as ducts' - -!❑Complies [FR15]3' or plenums. ;`"''? .'a °"' . . i❑Does Not Comply . Not Observable .._j❑NotAppli abbe 403:3 " ` HVAC piping conveying fluids above R- R- ;❑Complies ; [FR17]? 105 OF or chilled fluids below 55 OF t❑Does Not Comply' are insulated to R-3. ;❑Not Observable ; El Not Applicable 403.4, Circulating service hot water pipes are: R- R- ;❑Complies [FR18]? „ . insulated to R-2. !❑Does Not Comply A•. ,❑Not Observable ; ❑Not Applicable 4015 ' iAutomatic or gravity dampers are ,tn❑Complies ; [FR19]2 ;installed on all outdoor air intakes and :,;. ;❑Does Not Comply :exhausts. I, ❑Not Observable ; i j a❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ? 2' Medium Impact(Tier 2) 3.j Low Impact(Tier 3) Project Title: Additions&Alterations Report date: 09/18/13 Data filename: Untitled.rck Page 4 of 6 2010 Now i........ York a 1h,iii,tion I n�soec..–,, complies? dommonts/Assumptions 303.9 �,All installed insulation labeled or ElComplies [IN13f 'installed R-values provided. E]Does Not Comply: E]Not Observable EINot Applicable Additional Comments/Assumptions: 1 ;High Impact(Tier 1) .— If 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) J1 Project Title: Additions&Alterations Report date: 09118/13 Data filename: Untitled.rck Page 5 of 6 '2010 Neva d Park Final Inspection F!rouislons Value Plans Verified I Field� � value Coml}lies? Comments/Assumptions - finer9Y- 40242, Budding envelope tightness verified ACH 50= ACH 50= ;❑Complies 402.4.2.1 by blower door test result of<,7 ACH ;❑Does Not Comply [F[17]1 at 50 Pa.This requirement may ;❑Not Observable instead be met via visual inspection, ; El Not Applicable in which case verification may need to 1 occur during Insulation Inspection. 1 402.4:3 `.Wood-burning fireplaces have ; E❑Complies _ [F18]2 gasketed doors and outdoor #"' '❑Does Not Comply combustion air. []Not Observable ; _ ,❑ Not Applicable 403.2.2 Duct tightness via post-construction cfm cfm F❑Complies ; [FI4]1 with maximum leakage of 8 cfm to ;❑Does Not Comply; outdoors,or 12 cfm across systems. ;❑Not Observable ; For rough-in tests,verification may El Not Applicable ,need to occur during Framing 'Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. ; 4031.1 Programmable thermostats installed µ W,❑Complies [Fl9]z on forced air furnaces. j;-,,: ]❑Does Not Comply F ❑Not Observable I❑Not Applicable 403:1.2 Heat pump thermostat installed on [ ,:, °,~ -i❑Complies [F)1012, heat pumps. f i❑Does Not Comply € s❑Not Observable $❑Not Applicable 403.4-, Circulating service hot water systems I. ❑Complies [Fi11]? have automatic or accessible manual i ❑Does Not Comply =controls. "£❑Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on heaters i !❑Complies ; [FI12]3-" ,for swimming pools. 3::,;.-• ,� , - ❑Does Not Comply ,z ❑Not Observable ; _ ❑Not Applicable 403.9.2 Timer switches on pool heaters and I;; ;❑Complies ; [F119]3 ;pumps are present. :❑Does Not Comply! ❑Not Observable i -]Not Applicable f 403.9,3 Heated swimming pools have a cover.� � `❑Complies _ [F120]3 Covers on pools heated over 90 OF r - - ❑Does Not Comply A= are insulated to R-12. j . ;[-]Not Observable ; t El Not Applicable E .. . 3❑ --__ _ ----r _ -- - 401.3 ?Compliance certificate posted. ( Complies ;- (F17]2 ' ,- UDoes Not Comply, ❑Not Observable ; ` i❑Not Applicable 303.3 'Manufacturer manuals for mechanicalS❑Complies ; [F118]3 and water heating equipment have i ,❑Does Not Comply! �,• '. been provided, 1 ❑Not Observable i 1❑Not Applicable Additional Comments/Assumptions: 1 !High Impact(Tier 1) 2-Medium Impact(Tier 2) 3• Low Impact(Tier.3) Project Title- Additions&Alterations Report date: 09/18/13 Data filename: Untitled.rck Page 6 of 6 hL 2010 Now York Energy Cons ervatomn Construction Code Energy Effigc'oency Certificate L Wall 19.00 Floor 30.00 Ceiling Roof 30.00 Ductwork(unconditioned spaces): Window 0.31 Door 0.36 Heating System: Cooling System: Water Heater: Name: Date: Comments: _ _ _ Fire Protection by Computer Design Atlantic Fire Sprinkler a� ; P.O. Box 1052 Riverhead, NY 11901 631-369-4074 VV- �' aVVV "tom 1 Job Name Buttafuoco Residence Building Location 1165 Kimberly Lane, Southold, NY System 1 Contract Data File Buttafuoco Residence.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 d Atlantic Fire Sprinkler Page 1 Buttafuoco Residence Date 3-11-14 HYDRAULIC CALCULATIONS for Project name: Buttafuoco Residence Location: 1165 Kimberly Lane, Southold, NY Drawing no: Date: 3-11-14 Design Remote area number. 1 Remote area location: Third Floor Occupancy classification: Residential Density. .05 - Gpm/SgFt Area of application: 2 heads -SgFt Coverage per sprinkler: 256-SgFt Type of sprinklers calculated. concealed residential pendent 4.9k No. of sprinklers calculated: 2 In-rack demand: -GPM Hose streams: 0 -GPM Total water required(including hose streams): 26.038- GPM @ 38.426- Psi Type of system: wet Volume of dry or preaction system: - Gal Water supply information Date: 3-7-14 Location: Pine Neck Rd and Oakwood Drive Source: SCWA Name of contractor. Atlantic Fire Sprinkler Address: P.O. Box 1052/ /Riverhead, NY 11901 Phone number. 631-369-4074 Name of designer. C.M.R. Authority having jurisdiction:Southold Town Fire Marshal Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vvdter ouppiy uurve ku) Atlantic Fire Sprinkler Page 2 - Buttafuoco Residence Date 3-11-14 City Water Supply: Demand: C1 - Static Pressure 50 D1 - Elevation 13.859 C2- Residual Pressure: 44 D2 - System Flow 26.0378 C2- Residual Flow 1633 D2 - System Pressure 38.426 Hose (Adj City) Hose ( Demand ) D3 - System Demand : 26.0378 Safety Margin 11.571 150 140 130 P 120 R 110 E 100' S90 S80 U 70 R 60 C1 E 50 40 D2 - 30 20 10 [..A- ' . I , . , , 7T . . . . . . . . . . 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N " 1.85 ) Comnuter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 riuniy5 useu Ouiiiiiidry Atlantic Fire Sprinkler Page 3 Buttafuoco Residence Date 3-11-14 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 1'/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0 CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Proorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Presstge / Flow Summary - STANDARD Atlantic Fire Sprinkler Page 4 Buttafuoco Residence Date 3-11-14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DRP1 28.0 4.9 7.0 na 12.96 005 256 7.0 BL1 0.0 19.38 na BL2 28.0 7.83 na BL3 0.0 21.84 na BL4 28.0 11.78 na M0t 180 17.04 na RN32 18.0 17.17 na RN31 18.0 17.29 na RN22 18.0 17.56 na RN21 9.0 21.58 na RN12 90 21.89 na RN11 0.0 25.91 na TOR 0:0 26.14 na BOR -4.0 31.04 na SRC, -4.0 38.43 na DRP2 28.0 4.9 7.12 na 13.07 0.05 256 7.0 The maximum velocity is 8.78 and it occurs in the pipe between nodes BL2 and BL3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Q;alculations - Hazen-Williams Atlantic Fire Sprinkler Page 5 Buttafuoco Residence Date 3-11-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***'*" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DRP1 12.96 1.101 1N 7.0 1.250 7.000 K Factor=4.90 to 150.0 0.0 7.000 12.127 BL1 12.96 0.0304 0.0 8.250 0.251 Vel = 4.37 BL1 0.0 1.101 10 5.0 14.000 19.378 to 150.0 0.0 5.000 -12.127 BL2 12.96 0.0305 0.0 19.000 0.580 Vel = 4.37 BL2 13.08 1.101 10 5.0 12.000 7.831 to 150.0 0.0 5.000 12.127 BL3 26.04 0.1109 0.0 17.000 1.885 Vel = 8.78 BL3 0.0 1.101 0.0 18.625 21.843 to 150.0 0.0 0.0 -12.127 BL4 26.04 0.1108 0.0 18.625 2.064 Vel = 8.78 BL4 0.0 1.394 1 N 8.0 18.417 11.780 to 150.0 0.0 8.000 4.331 M01 26.04 0.0351 0.0 26.417 0.928 Vel = 5.47 M01 0.0 2.003 1 N 11.0 0.417 17.039 to 150.0 10 10.0 21.000 0.0 RN32 26.04 0.0060 0.0 21.417 0.129 Vel = 2.65 RN32 0.0 2.003 1 N 11.0 9.000 17.168 to 150.0 0.0 11.000 0.0 RN31 26.04 0.0060 0.0 20.000 0.120 Vel = 2.65 RN31 0.0 2.003 1 N 11.0 14.708 17.288 to 150.0 20 20.0 31.000 0.0 RN22 26.04 0.0060 0.0 45.708 0.275 Vel = 2.65 RN22 0.0 2.003 1 N 11.0 9.000 17.563 to 150.0 0.0 11.000 3.898 RN21 26.04 0.0060 0.0 20.000 0.120 Vel = 2.65 RN21 0.0 2.003 1 N 11.0 20.583 21.581 to 150.0 20 20.0 31.000 0.0 RN12 26.04 0.0060 0.0 51.583 0.311 Vel = 2.65 RN12 0.0 2.003 1 N 11.0 9.000 21.892 to 150.0 0.0 11.000 3.898 RN11 26.04 0.0060 0.0 20.000 0.120 Vel = 2.65 RN11 0.0 2.003 2N 22.0 6.208 25.910 to 150.0 10 10.0 32.000 0.0 TOR 26.04 0.0060 0.0 38.208 0.229 Vel = 2.65 TOR 0.0 2.003 1 N 11.0 9.000 26.139 to 150.0 1 B 7.779 18.778 4.732 ' Fixed loss =3 BOR 26.04 0.0060 1 Fsp 0.0 27.778 0.168 Vel = 2.65 BOR 0.0 1.985 1 Zik 0.0 150.000 31.039 to 150.0 0.0 0.0 6.445 * Fixed loss =6.445 SRC 26.04 0.0063 0.0 150.000 0.942 Vel = 2.70 0.0 26.04 38.426 K Factor= 4.20 DRP2 13.07 1.101 1 N 7.0 16.000 7.119 K Factor=4.90 to 150.0 0.0 7.000 0.0 BL2 13.07 0.0310 0.0 23.000 0.712 Vel = 4.40 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Qalculations - Hazen-Williams Atlantic Fire Sprinkler Page 6 Buttafuoco Residence Date 3-11-14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 13.07 7.831 K Factor= 4.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Bulletin 006 Rev. H Model RFC30 (SIN RA0611) p7 ® Model RFC43 (SIN RA0612) Rellabi Model RFC49 (SIN RA0616) CD Residential Flat Concealed Sprinklers A Residential Flat Concealed Sprinkler engineered for a minimum rsq - design density of 0.05 gpmfft2 with low GPM requirements. s, Features 1. Very low water flow requirements. 2, Cover plate attachment (Plain or Perforated) with 1/2" (13mm)Total adjustment. 3. Thread-On/Thread-Off or Push-On/Thread Off cover attachment option. 4. Smooth aesthetic ceiling profile. 5. Available in brass, chrome and black plated or painted finishes. Plain Cover Plate Listings & Approval 1. Listed by Underwriters Laboratories, and . certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers __ UL Guide Number ----------- ----- VKKW Product Description " Model RFC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Perforated Cover Plate Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- and positively attached and blends into the ceiling, con- flector Residential distribution patterns are higher and cealing the most dependable fire protection available, an generally contain a finer droplet size than standard sprin- automatic sprinkler system. kler patterns. The RFC30, RFC43 and RFC49 are UL Listed Residen- The combination of speed of operation and high dis- tial Sprinklers to be installed in the residential portions charge pattern required for residential sprinklers has of any occupancy in accordance with NFPA 13, 13R, & demonstrated, in fire testing, an ability for controlling 13D. residential fires, and thereby providing significant evacu- The RFC30, RFC43 and RFC49 can reduce the need ation time for occupants. for precise cutting of drop nipples. The threaded cover The RFC30, RFC43 and RFC49 Sprinklers provide the plate assembly can be adjusted without tools to fit ac- best form of fire protection by combining an attractive ap- curately against the ceiling. The fire protection system pearance and '/z" (13mm) of cover adjustment for ease need not be shut down to adjust or remove the cover of installation. The small diameter cover plate is easily plate assembly. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application and Installation The RFC30, RFC43 and RFC49, for residential instal- When inserting or removing the wrench from the sprin- lations,"use a 165°F (74°C) fusible solder link in a tun- kler/cup assembly, care should be taken to prevent dam- Ing fork style sprinkler frame with a drop-down deflector. age to the sprinkler. DO NOT WRENCH ON ANY OTHER This assembly is recessed into the ceiling and concealed PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL by a flat cover plate. The cover plate is attached to the RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS skirt, using 135°F(57°C)ordinary temperature classifica- MUST BE INSTALLED ONLY WITH 135°F RATED COV- tion solder When the ceiling temperature rises,the solder ERS. holding the cover plate releases the cover allowing the Note:A leak tight 1/2" NPT(R1/2)sprinkler joint can be ob- deflector to drop into position and exposing the sprinkler tained with a torque of 8-18 ft-lbs (10,8-24,4 N-m). Do not inside to ceiling temperature. The subsequent operation tighten sprinklers over maximum recommended torque. It of the solder link opens the waterway and causes the de- may cause leakage or impairment of the sprinklers. flector to drop into position to distribute the discharging Cover assemblies provide up to 112" (13mm) of adjust- water in a hemispherical pattern below the sprinkler de- ment. Turn the cover clockwise until the flange is in con- flector. Any adjustment of thread engagement between tact with the ceiling. For the push-on/thread-off option, the cover plate and cup will assure that the drop-down the cover assembly is pushed onto the cup and final ad- deflector is properly located below the ceiling. The resi- justment is made by turning the cover clockwise until the dential distribution pattern contains a finer droplet size skirt flange makes full contact with the ceiling Cover re- than a standard sprinkler, and the pattern produces sig- moval requires turning in the counter-clockwise direction. nificantly higher wall wetting. In ceilings that have a plenum space above the sprin- After a 25/8 inch diameter hole is cut in the ceiling, the kler, the plenum space may have neutral or negative sprinkler is to be installed with the Model FC Wrench pressurization but must not be positively pressurized. When installing a sprinkler, the wrench is first positioned Inspect all sprinklers after installation to ensure that the into the sprinkler/cup assembly and around the hexago- gap between the cover plate and ceiling and the 4 slots nal body of the sprinkler frame The Wrench must bottom in the cup are all open and free from any air flow impedi- out against the cup in order to ensure proper, safe instal- ment. lation. The sprinkler is then tightened into the pipe fitting. Sprinkler CCP Assembly _ Max. Thread Nominal p Y Max. Model Size Orifice Temp Rating Temp. Rating Ambient K Pressure (SIN) Inch(mm) Inch(mm) OF °C OF °C OF °C Temp. Factor psi(bar) RFC 30 (RA0611) /Z,(15) 21/,(8,2) 165 74 135 57 100 38 30 175(12) RFC 43 '/2'(15) 3/9(10) 165 74 135 57 100 38 43 175(12) (RA0612) RFC 49 1/2^(15) 7/,B(11) 165 74 135 57 100 38 49 _ 175(12) (RA0616) Note 1 bar= 100 Kpa RFC 30 Ordinary Temp. Rating Max.Coverage Max.Spacing (1165-17174-C) to of Deflector Installation Minimum area to Ceiling Spacing Ft x Ft(m x m) Ft(m) Flow Pressure Inch(mm) Type Ft(m) GPM(Vmin) PSI(bar) 12 x 12(3,6 x 3,6) 12(3,6) 9(34,1) 90(0,62) Smooth Ceilings 1/2 to 1(13 to 25 4) Beamed Ceilings per NFPA 13D, 13R or Concealed 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 10(37,8) 11.0(0,76) 13 installed in beams 1/2 to 1(13 to 25 4) For Ceiling types refer to NFPA 13, 13R or 13D 2. RFC 43 Ordinary Temp. Rating Max.Coverage Max.Spacing (1 65-17174-C) Top of Deflector Installation Minimum t area Ft(m) Flow Pressure to Ceiling Type Spacing Ft x Ft(m x m) Inch(mm) Ft(m) GPM(Umin) PSI(bar) 12 x 12(3,6 x 3,6) 12(3,6) 12(4,5) 78(0,54) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 91 (0,63) Smooth Ceilings 1/2 to 1(13 to 25 4) 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 91 (0,63) Beamed Ceilings per NFPA 13D, 13R or Concealed 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 18(68) 175(1,21) 13 installed in beams Y2 to 1(13 to 25 4) 20 x 20(6,1 x 6,1) 20(6,1) 21 (79) 238(1,64) For Ceiling types refer to NFPA 13, 13R or 13D RFC 49 Ordinary Temp. Rating Max.Coverage Max.Spacing (165- 4-C) Top of Deflector Installation Minimum . area to Ceiling Spacing Ft x Ft(m x m) Ft(m) Flow Pressure Inch(mm) Type Ft(m) GPM Umin PSI bar 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0(0,48) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 70(0,48) Smooth Ceilings'/2 to 1(13 to 25 4) 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 7,0(0,48) Beamed Ceilings per NFPA 13D, 13R or Concealed 8(2.4) 18 x 18(5,5 x 5,5) 18(5,5) 17(69,3) 120(0,83) 13 installed in beams Y2 to 1(13 to 25.4) 20 x 20(6,1 x 6,1) 20(6,1) 20(75,73) 167(1,14) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model RFC30, RFC43 and RFC49 Concealed Sprin- symmetric lever mechanism, maintaining a Teflon-coated klers should be inspected and the sprinkler system Belleville spring washer and machined brass cap water maintained in accordance with NFPA 25. Do not clean seal assembly containing no plastic parts. Sprinkler sprinklers with soap and water, ammonia or any other K-factor shall be nominal 3 0(44), 4.3 (62.4), and 4.91 cleaning fluids Remove dust by using a soft brush or (70) having a 5/1G", 3/8" and'/16" orifice.Temperature rating gentle vacuuming Remove any sprinkler cover plate as- shall be Ordinary 165°F(74°C); cover plate temperature sembly which has been painted (other than factory ap- rating to be 135°F(57°C) Cover plate assembly shall plied) or damaged in any way. A stock of spare sprin- consist of a brass cover plate and copper alloy retainer klers should be maintained to allow quick replacement flange allowing a 1/2" cover plate adjustment. Any secure of damaged or operated sprinklers. Prior to installation, engagement between the cover plate and the cup will sprinklers should be maintained in the original cartons assure that the drop-down deflector is properly located and packaging until used to minimize the potential for below the ceiling A plastic protective cap shall be damage to sprinklers that would cause improper opera- provided and factory installed inside the sprinkler cup tion or non-operation. to protect the drop-down sprinkler deflector from dam- Model RFC30, RFC43 and RFC49 Residential age, which could occur during construction before the cover plate is installed. Standard cover finish. [Chrome] Concealed Sprinkler Specification [White] [Specialty-specify]. Residential concealed sprinklers shall be Reliable Model RFC30, SIN RA0611 Sprinklers shall be cULus Listed low flow residential con- (Bulletin 006), Model RFC43, SIN RA0612(Bulletin 006) cealed sprinklers with drop-down deflector and adjust- or Model RFC49, SIN RA0616(Bulletin 006) able flat cover plate engineered for a minimum design density of 0 05 gpm/ft2. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with 3. Ordering Information Cover Plate Finishes0) Specify: Standard Finishes 1. Sprinkler Model Chrome 2. Cover Plate Finish White Paint . 3. Thread-On or Special Application r Push-On Feature Finishes(2) Bright Brass Finished Bronze i [r Black Plating t ' Black Paint Off White '""-= Satin Chrome Other finishes and colors are , available on special order Consult factory for details Coverplate custom paint is OA ' semi-gloss, unless specified otherwise f 1 23 (2) For the perforated style cover- �• , plate,consult factory for avail- ability on these and other cus- tom finishes 1" x 1/2'" REDUCING TEE OR ELBOW nr iii All 2p" (66 55m ml 2 6"[58 42mmJ DIA ,POLE IN CEILING CUP 2" (SO.Bmm] MAX FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING iiiiiiiif 2 [12 70mm] MAX COVER ADJUSTMENT 16""(4 96mm] FLAT COVER PLATE �" 8421mm DIA ASSEMBLY 16 [ ] SPRINKLER 006F0018 COVER PLATE. 1,12" [12. 7mm7 ADJUSTMENT The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable Products manufactured and distributed by Reliable have been protecting life and property for over 90 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. Recycled 13elmlable e (800)431-1588 Sales Offices Paper (800)848-6051 Sales Fax Revision lines indicate updated or new data (914)829-2042 Corporate Offices www reliablesprinkler com Internet Address EG Printed in USA 10/13 P/N 9999970261 ` 6 ` Bulletin 425.Rev. C W CD ® ® Reliable R4311abi Riser - N Residential Reliable Riser - Residential , a. 1." (25mm), 11/2" (40mm), and 2" (50mm) sizes. For use in NFPA 13D and 13R Residential Systems Features: 1. Stainless Steel body construction. Fig. 1 Base Trim 2. All brass trim. 3. Factory assembled. 4. Factory pressure tested at 200 psi. (13.8 bar). 5. Choice of trim: Basic Trim (Fig.1). • Basic Trim with Pressure Relief Kit (Fig. 2). • Basic Trim with Test and Drain Valve (Fig. 3). . • Basic Trim with Test and Drain Valve and Pressure Relief Kit (Fig. 4). 6. Choice of mounting options: Fig. 2 Base Trim with Pressure Relief • Supply /System lines support. Kit • Support Bracket (to stud) (Figs. 5 & 6). • Recessed or Flush mount (to wood panel) (Fig. 7)• a 7. NPT (female x female) or tapered met- ric (female x female) connections. 8. Slim design allows for easy installation within 2" x 4" on 16" centers wood frame construction. 9. Dedicated UL Listed and ULC Listed Water Flow Detector assures optimum sensitivity. Water Flow Detector is factory installed with Fig. 3 Base Trim with Test and Drain a metallic, weatherproof cover. Triggeringflow Valve rate is 4(15) GPM(LPM) to 10(38)GPM(LPM). Approvals & Listings 1. Listed by Underwriters Laboratories Inc. and ULC Listed. ' 2. NYC MEA 258-93-E Fig. 4 Base Trim with Test and Drain Valve&Pressure Relief Kit a The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Optional Trims-Technical Data: Basic Trim with Basic Trim with Test Basic Trim with Test and Description Basic Trim Pressure Relief Kit and Drain Valve Drain Valve Take Out &Pressure Relief Kit Dimension Dimensions Weight* Dimensions Weight* Dimensions Weight* Dimensions Weight* Manifold Size: A B Lbs A B Lbs A B Lbs A B Lbs C inch inch (kgs) g inch inch (kgs) g inch inch (kgs) g inch inch (kgs) inch g (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) 1" 11 83/4 7,3 13'/2 11 8.7 11 14'/4 9A 15 141/4 10.6 81/4 (25mm) (279) (222) (3.32) (343) (279) (3.95) ' (279) (362) (4 09) (381) (362) (4.82) (210) 11/2" 11 91/4 8.3 131/2 11112 10.5 11 143/4 9.7 15 143/4 11.2 81/4 (40mm) (279) (235) (3.77) (343) (292) (4 77) (279) (375) (4.41) (381) (375) (5 09) (210) 2" 11 93/4 88 131/2 12 11 1 11 151/4 105 15 151/4 12.2 81/4 (50mm) (279) (248) (4.00) (343) (305) (5.05) (279) (387) (4.77) (381) 1 (387) 1 (5,55) (210) "Support Bracket Kit(optional)-1 Ib(0.45 kg) All Reliable Risers have a 1"NPT drain port. Basic Trim tti I(b Pressure Relief Kit Basic Trim with Test and Main Pressu a RpIlef Kit Water WaterPressure B Press Relief Gau e � Press.Relref Pressure {opt) g , kit(Opt.) Gauge ---- System Manifold Body Support Manifold system Bod � Support � Bracket y Bracket 3. C '? f (fake-hut} A (Take-Out) 46 f,r Supply Supply Drain Drain m Test and Drain Drai n'false Valve 't+ttatet Flovr Detector Water Flaw Detector (Contact Ratings:10A@ 125250 VAC 2.5A@ 24VDC) (Gantact Ratings:100@ 125250 WAG 2.5A@ 24VDC) Fig. 5 Product Description: The Reliable-Risers come factory assembled with all of • 11/2" (40 mm) cast, non-welded stainless steel body the necessary accessories for a cost effective, yet com- with 11/2" female NPT or IS07-Rc1.5-11 threaded end plete riser solution. connections. Reliable-Risers are [UL Listed][ULC Listed] [NYC Ap- a 2" (50 mm)cast, non-welded, stainless steel body with proved MEA 258-93-E] for horizontal or vertical installa- 2" female NPT or IS07-Rc2-11 threaded end connec- tions as a one-piece, factory assembled unit for use in tions. NFPA 13D and 13R residential systems. The riser mani- All of these manifold sizes have cast-on lettering that fold assembly shall consist of a(choose one) clearly identifies the manifold's pipe size, flow direction, • 1" (25 mm) cast, non-welded stainless steel body with UL Listing/ ULC Listing, and the test and drain outlet A 1" female NPT or IS07-Rc1-11 threaded end connec- built-in drain port is included to permit hydrostatic testing tions. without draining the system The assembly has a work- 2. i ing pressure rating of 175 psi (12.1 bar). Cast-in mount- Installation: ing holes are provided for recessed or flush mounting to 1. Install the manifold with the flow arrow pointing to- a wall. For stud mounting, a support bracket is available wards SYSTEM side using threaded connections. that is specifically designed for the cast mounting holes. 2. Connect a 1" NPT drain line. Ensure the drain Ball All of the trim variations include brass components, a Valve is in the CLOSED position, cULus Listed 300 psi water pressure gauge, and a 250 3. Place the sprinkler system in service psi UL Listed/ULC Listed Waterflow Detector, This Water- flow Detector comes factory installed with a weatherproof Caution: (outside) cover. Automatic sprinkler systems having non-fire protection connection (permitting continual water flow) require di- Trim Descriptions electric fittings, according to NFPA 13 sect. 4-6, when • Basic Trim dissimilar metal piping materials are joined. Residential riser manifold assembly trim shall include a cULus Listed pressure gauge, a drain valve, and Note: dedicated waterflow detector containing two sets of Use anon-hardening pipe joint compound, or tape. SPDT (Form C) contacts, having an electrical rating of 10A @ 125/250 VAC/2.5 A @ 24 VDC. Triggering flow rate is 4(15) GPM(LPM)to 10(38) GPM(LPM). 1 • Basic Trim with Pressure Relief Kit Residential riser manifold assembly trim shall include a cULus Listed pressure gauge, a drain valve, and dedicated waterflow detector containing two sets ofOF SPDT (Form C) contacts, having an electrical rating of 10A @ 125/250 VAC/2 5 A @ 24 VDC. Triggering flow rate is 4(15) GPM(LPM) to 10(38) GPM(LPM). Pressure relief valve kit shall be provided to maintain system pressures below 175 psi (12.1 bar). • Basic Trim with Test and Drain Valve Residential riser manifold assembly trim shall include Fig. 6 a cULus Listed pressure gauge, a Test and Drain valve, and a dedicated waterflow detector contain- ing two sets of SPDT (Form C) contacts, having an electrical rating of 10A @ 125/250 VAC/2.5 A @ 24 v�o� a x:�, �trSr; aF,r VDC. Triggering flow rate is 4(15) GPM(LPM) to 17 � 10(38) GPM(LPM). The test orifice size for the Test and Drain assembly shall be** -- (Choose one) `~^^ • 3/8" (10 mm) 9 --- G, • 7/16' (11 mm) C_.. • 1/2" (15mm) >;u., �.. ......... ._.. _ .. _ _.m. w L • Basic Trim with Test and Drain Valve & I - - P, Pressure Relief Kit Residential riser manifold assembly trim shall include �. _ _ a cULus Listed pressure gauge, a Test and Drain `"` '_. valve, and a dedicated waterflow detector containing p�rMt;cr, un F�"c,.i ;,srt mr' two sets of SPDT (Form C) contacts, having an elec- trical rating of 10A @ 125/250 VAC/2.5 A @ 24 VDC. Fig. 7 Triggering flow rate is 4(15) GPM(LPM) to 10(38) GPM(LPM). Pressure Relief Kit shall be provided to maintain system pressures below 175 psi (12,1 bar). 3. Ordering Information: Residential Riser Part Number Code Key 1N B 0 1 M T38 1 1.5N T716 2 1.5M — T12 — 3 2N 2M B=Basic Trim Assembly 0=Assembly without Pressure Relief Kit T38=Basic Trim Assembly with 3/8"(10mm) Water Detector-UL&FM Approved 1 N=1°(25mm)NPT Threaded Ends Assembly Orif.Test and Drain Valve 1 =Assembly with Pressure Relief Kit 1 M=1"(25mm)Metric Threaded Ends Assembly 16=Basic Trim Assembly with 7/16"(11 mm) Water Detector-UL&FM Approved 1 5N=1-1/2°(40mm)NPT Threaded Ends Assembly Orif Test and Drain Valve 2=Assembly without Pressure Relief Kit 1.5M=1-1/2°(40mm)Metric Threaded Ends Assembly T12=Basic Trim Assembly with 1/2"(15mm) Water Flow Detector-ULC Approved 2N=2°(50mm)NPT Threaded Ends Assembly Orif Test and Drain Valve 3=Assembly with Pressure Relief Kit 2M=2°(50mm)Metric Threaded Ends Assembly Water Flow Detector-ULC Approved Example #1 : 1.5N - B - 1 (1-1/2" (40mm) Residential Riser Assembly with NPT Female Inlet and Outlet Threads, Basic Trim with Installed Pres- sure Relief Kit). Example #2: 2M - T12 - 0 ,(2" (50mm) Residential Riser Assembly with Metric Female Inlet and Outlet Threads, Basic Trim with Test and Drain Valve having a 1/2" Diameter Test Orifice.) Also, If Required: Description Part Number Pressure Relief Kit(For Basic Trim) 98020076 Pressure Relief Kit(For Basic Trim with Test and Drain Valve ) 6501203551 Support Bracket Kit 6899190001 Waterflow Detector (RFDTH) 96556910 Waterflow Detector ULC (RFDTHA) 96556914 Paddle Tree -Waterflow Detector 96556911 The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. Recycled' (800)431-1588 Sales Offices Paper iabld (800)848-6051 Sales Fax (914)829-2042 Corporate Offices Revision lines indicate updated or new data wvdw reliablesprinkler.com Internet Address EG Printed in U S A 11/13 P/N 9999970348 ZONING INFORMATION RESIDENCE R-40 ZONE SITE (0"ALCULATIONS : SOUTHOLD, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY _ _ SUFFOLK COUNTY TAX ## 1000 - 70 - 13 - 20.7 ZONING CODE SECTION ZONING REQUIREMENT PROVIDED/PROPOSED --- SITE AREA 52,318.00 SF H MAP OF "PARADISE BY THE BAY" - LOT 7 MINIMUM LOT SIZE 401000.00 .SF 52,318.00 SF EXISTING TOTAL BUYLDING AREA 2,569.88 SF w MINIMUM LOT WIDTH 150.00: 153.71 00' PROPOSED ADDITIONAL BUILDING AREA 2,708.02 SF z a MINIMUM LOT DEPTH 175.00 345.89' H • PROPOSED TOTAL BUILDING AREA 51277.90 SF MINIMUM FRONT YARD SETBACK 50.00' 123.00' PROPOSED TOTAL LOT COVERAGE 10.08 % o W Z NOTE: ALI. SITE INFORMATION & GRADE ELEVATIONS MINIMUM SIDE YARD SETBACK 15.00' 32.70' OBTAINED FROM SURVEY PREPARED BY "JOHN C. MINIMUM AGGREGATE SIDE YARD 35.00 84.60' Q o 0 EHLERS, LAND SURVEYOR DATED 10-05-2010 MINIMUM REAR SIDE YARD SETBACK 50.00 _ 136.00 FLOOR AREA : �w w 3 c 3 MINIMUM LIVABLE FLOOR AREA 850.00 SF 5,087.00 SF EXISTING FIRST FLOOR AREA 1 ,911 .00 SF Q WH w H ~ MAXIMUM LOT COVERAGE 20.00 % 10.08 /a PROPOSED ADDITIO1`QAL FIRST FLOOR AREA 929.00 SF v H �' ° z a w a PROPOSED SECOND Fi,OOR AREA 2, 247.00 SF 3 w U w w W • - MAXIMUM BUILDING HEIGHT 35.00' 25. 25' °° � a ( � MAXIMUM NUMBER OF STORIES 2 1/2 STORIES 2 STORIES � a > > Ce q N V to � to to H PROPOSED TOTAL FLOOR AREA 5,087.00 SF N �- �-- H Z o ') W m 0 a 0 a ';' '"j aC (,a NOTE: ON SITE DRAINAGE WILL BE DESIGN TO RETAIN & PROPERLY LEACH ALL STORM WATER RUN OFF 0 a Q ) z a a ix a GENERATED BY A TWO (2) INCH RAINFALL CREATED BY SITE CLEARING CONSTRUCTION ACTIVITIES w I a w 006 6s O SITE IMPROVEMENTS AND THE PERMANENT CREATION OF IMPERVIOUS SURFACES v) w w a o W w w w W U) U) � V � � DHHD > oaU) q 0 w woou)wwu) aa a g q H a a H W m N N N N �•-� .-� Q w w 00 00000000 tU N N N N N N N N N N w coil m W � °� Nim t/G'}- Q� N QQ f� QI�jZWww Q 1 I INIO O O�tG� �O W ; I M t •- N N M o .o O Q N 84 2 2 20 E oho in ac a oloc �,� O -1 u. ! �- ^ 1 .-� N .-, � r u_ m .0 V- /��P U- L 3(. . 7 N N Q 10 R V /e{ 27' 69.9 + BULKHEAD TO EDGE OF GRASS � PROP. TRENCH DRAIN - ' r m CONNECT TO DRYWELL / 0 ; • 1 I , /' 1 I I � PROP. STORIV-DRYWELL 5 V' \`.\ PROP. TRENCH DRAIN - 11 � 7 • 1 CONNECT TO DRYWELL PROPOSED NEW 12 FOOT WIDE (MIN,-10 FEET-FROM PROP. LINE) / ; 7 - -- CONNECT LEADERS TO DRYWELL_, - PR P. STORM DRYWELL 1 N j 1 ASPHALT PAVED DRIVEWAY - - (MIN. 10 FEET FROM PROP. LINE) ; EXISTING -� ; \• ; " EXISTING - ' CONNECT LEADERS TO DRYWELL i BULKHEAD 4 i j jll __ ------------- -- -- ,- - ' ASPHALT PA ED -- 1 O • ', i i ; i' 11 ' / N DRIVEWAY A EA M PROPO ED TWO -� ST RYA ADDITION 0 i 1 I I I I , CP 1 - ,.��• PROPOSED ONE STORY GARAGE` , + pR�pOSED I � , • 1 �. - EXPANS ON ADDITION 6?.0 ------,------ - % 27-33 ' \ 20 8' 8,.0�' \ PROP. STORM DRYWELL 27.5' (MIN. 10 FEET FROM PROP. LINE) ; PROP. RENCH DRAIN - /j' / % % / / /�\ PROPOSED TWO STORY �Irn f ,� CON TO DRYWELL DDITION a ;rn - i ,,'OPEN PORCH A `, o� i : .\ _ ; Z ;z m BR M Lr; y,;/// GARAGE ,.), / , , / \\ ,�• / Z 0 q - c� / // ;' / \ EXISTING .8 20 s \ • �q� �- r/ / \; ., M ; DECK TO ANG _ 3 \ WOOD V� \ REMOVE EXISTING CIRCULAR /�/� \/% j/ 16.2' _ > \ BE REMOVED ! fE)C25 7 O V N DRIVEWAY & PAVING 3 a \ •-+ \,�;, ," POSES • ` 5 :1 ,. PRS 6 VI), -t eon10 , - b ;I' I ;' I 0 --------- ) - H / I ___________________ __ _ ____ ______ ______ ____ _ _ _________________________ - - r • I _ �\\\�\ -(O \ �- � N 0 \ Q 57 0 PROPOSED '� N _\ - _ s ---- -, Q / EXI �" 4 10. zQ ; \ � � Tw ST Ry \\\ 8 ,� e' k N ; ; \ W WCL MA J _-_ 7 1 PROPOSED LOCATION OF --- "' / DwE , - \\ \ \ 6. i ��' 6 4 V• i z L a 1 NEW SEPTIC SYSTEM• O Q 1;1 / 7.0 LIN �' \�\\ .� , - : � ! ! \:\ ,� V> z aa) O \ O °_- '"� M \\ \ N "_ EXISTING SEPTIC 7' '%b 'Z 7 ; j \ j W Q z ami OJ 1 - WO ¢ / ;.\:\;;. YSTEM'TO BE REMOVED 1 W I'�i- u- 7:1 ' � •\ 6, + PROPOS r EXISTING F> Q a' Q PROPOSED ,O E STORY ' , cu 38.2' \„ \ 62• BULKHEAD , ; '\ �"� �/ V o o Z OPEN PORCH DDITION 14.5 •� I � I I I V-APROPOSED _-_------ 12.0' ; \ Q W M :� 8 PROP. TRiNC DRAIN - H ��- ' 3 >a (i J \ ----------- O G _ ^ ----- NECT 1 ELL A\1 {r c i i i \• i Q `moi ~ w j CIA ; S p A9DITIDNS - 5 - = \CON 'TO C)RYw IU "' \\ � / �; , 0 - wd a 00 pR PROP. RENCH DRAIN T10 \ \ \ ; w '1 PROP. STORM DRYWELL 123• V ---- \. Cn ' • ' , CONN CT TO DRYWEL _ -�1-. / + \`, I I I I I r � �1G \ (MIN. 10 FEET FROM PROP. LINE) •rT ,' ` .'' � �` \`, I � I I \ , 0 L0 10 -- - 0 �► �� ��,- _, 137 '31 E)C -___-- 9---,___ ,-_ +� ' / -- 7 --- - -- - - $ PROP. STORM DRYWALL t \�7 ( f 1 - PROP: TORM DRYWELL -9 (MIN. 10 FEET FROM BUILDING) �`- 1 \ ) Z ---------- - --- /``--//---- - � / CONNECT LEADERS.T�O DRYWELL rT1 \ ' (MIN. 10'FEET FROM BUILDING),-_- �. O 0 \ - \ C 9 CONNECT\FADERS-TO-DRYWELL ..� , � �• \ \ W H / 8 LLjt- O WATER LO 6 EXISTING m` �• V z O Q a -n:. �N V � �- LU ETER �� , BULKHEAD \ PROP. TRENCH DRAIN- - ------------------------ CONNECT -------------------- ) \ i O J CONNECT TO DRYWELL PROPOSED NEW 12 FOOT WIDE % / 4 \1. Z >- Q 7 PROPOSED NEW 12 FOOT WIDE A ASPHALT PAVED DRIVEWAY ASPHALT-PAVED DRIVEWAY / Is; j i \(� = w -6 (n. w z in g' • 21.0' + (� 3 \' LL. w Z --7-- \\ BULKHEAD_'{/- L.._.._.._..-..-..-.._.._..-..-.._.._..-..-.._..-..------_..-.._.._.._..-..-------.._.._.._..-..-..-,,-._..-.._..-.._..-..-..-.._........_..-..-..-........_.._..-.._..-.._........ :_.-..-..-..-.._..-..-.. -..-.._.._..-..-..-..-.._.. _.-..-.._..- 7 EDGE OF GRAS ,' ' 04 ■ � J 9 o S 84 22 ' 2011 W yo 0 �I �i \ 1 ��_ , I I I Q_/y \� y WELL �� �,> �s , }� 345 : 3 2' ,� Q / ~ o 5 Lu EXISTING = ° o \O �, 0 000� o ROCKS m o 1 C} 1► � O � a WATER \\ a STORM DRAINAGE CALCULATIONS : METER O�w PROPOSED TOTAL BUILDING AREA 51277.90 SF CoQ PROPOSED TOTAL PAVED AREA 7,000.00 SFC: TOTAL PROPOSED IMPERVIOUS SURFACE AREA 12, 277.90 SF0d` D'o � �� DESIGN STORM WATER FOR 2 INCH RAINFALL 1 ,964.46 CF Ak R] PROVIDE S:IX (6) LOCATIONS OF 8 FOOT DIAMETER BY 8 FOOT DEEP DRYWELLS TO PROVIDE A TOTAL YIELD OF 2,027.52 CF OF CAPACITY NOTE: EROSION AND SEDIMENT CONTROL PRACTICES ACCEPTABLE TO THE TOWN OF SOUTHOLD UTILIZING HAY BAIL' & PROPER CONTAINMENT PROCEDURES SHALL BE IN PLACE AND ENFORCED DURING THE ENTIRE CONSTRUCTION PERIOD TO CONTROL SITE EROS'-".'ON AND STORM WATER DISCHARGES Bldg(Dept copy from ZBA ` t Final review, dPCu r s ZBA File# �dd Date:_ I / ul3 PAGE # ROOF CONSTRUCTION SHALL BE OF ARCHITECTURAL/DIMENSIONAL ASPHALT ROOF SHINGLES OVER 15# FELT PAPER AND 5/8" THICK EXTERIOR PLYWOOD SHEATHING WITH 2 X 12 ROOF RAFTERS AT 12" O.C. AND 2 X 12 CEILING JOISTS E? 12" O.C. W/ 2 X 14 LVL RIDGE - PROVIDE 2 X 4 COLLAR TIES AT 24" O.C. AT 7'-6" ABOVE ATTIC FLOOR WHERE UNDERSIDE OF RIDGE HEIGHT EXCEEDS 12"-0" ABOVE ATTIC PROPOSED NEW MASONRY FLOOR - PROVIDE 2 X 4 STRONG BACKS @ 32" O.C. OVER A MINIMUM OF FOUR (4) CEILING JOISTS CHIMNEY BEYOND FZ WHERE ROOF RAFTERS ARE PERPENDICULAR TO CEILING JOISTS - PROVIDE VENTILATION OF ATTICH - - _ ROOF AREAS TO THE EXTERIOR AT BOTH THE EAVES AND RIDGE OR GABLE END AREAS - PROVIDE PROPOSED NEW ROOF & SECOND FLOOR �� Q PROPOSED NEW ROOF & SECOND FLOOR 'SIMPSON STRONG TIE' STRAPS FROM RAFTER TO RAFTER OVER RIDGE AND FROM RAFTERS DOWN TO ADDITIONS TO EXISTING RESIDENCE Z Q STUDS AT EXTERIOR WALL FRAMING (SEE DETAILS) - PROVIDE "ICE SHIELD BARRIER" PROTECTION ADDITIONS TO EXISTING RESIDENCE H ac ALONG EAVES FOR A MINIMUM OF 24" FROM EAVE TOWARDS RIDGE (SEE GENERAL NOTES) Q 12 (y p w Z LU \\ REVERSE GABLE PEAK G? TWO w U) 6 STORY ENTRY FOYER AREA O PROPOSED WINDOWS e - T' _ W/ CLERESTORY WINDOWS BATHROOMS & CLOSETS - --` kb j j 3 w H 3 Z g = � w I— i 12 LU w wtnc° U) pnIx ww - _T �6 = 3 a aad w» - H NF- � I-- HZp %1) u W J --- m H COQ Q � Zo � io to 1 PROVIDE ALUMINUM GUTTERS & LEADERS ® ® ® LU W -`� 116 U_ -' C� CONTINUOUSLY VENTED BOX SOFFITS _ a u. V)jw waHpwwp W cn � � tncLpwU) U) u.w 6 WITH DECORATIVE TRIM & MOLDINGS - - _ o H > H p p � H > � U / _ _ -• w w w 4040 LU LU QQHacacH O O CONSTRUCT 2 X 4 KNEE \2, - - - - o o .-8 T" " .-I - � - - - n. a N N N N .-� .-� 0000 �- aC aC 00 00000000 �� �\ PROPOSED NEW EXTERIOR a. a N N N N N N N N N N W WALL C� APPROX. 36 ltiT O ABOVE ATTIC FLOOR SIDING AROUND EXPANDED - - + + '07 W\ RESIDENCE _ _ - o0 0 � Ut J Q J > I _) 04n. a �� �� .� m N QQ h7NQtiZ �� � Q non n nn h L nri L n Fin \n nICE SHIELD \__ / ® ® ~ ^ N N N N .^-I 1 JU UUUUUUWJUUUUUD I[ HH �FTTTT IF CEILING CONSTRUCTION SHALL ® _ [ 1 1 CONSIST OF: 2 X 12 CEILING JOISTS �,� L I , f AT 12" O.C. W/ 9" THICK BATT TYPEI I I I I I I I I I I I I IYI I INSULATION (R-30) AND 3/4" PLYWOOD o DECKING THROUGHOUT ATTIC AREA GRADE 111 I L 11 U -- - / A E 7 77 777 7" ° PROPOSED PROPOSED EXPANSION OF EXISTING GARAGE -� PROPOSED ROOFED OVER OPEN PORCH 0 a BEDROOM OUTDOOR BALCONY + ao PROVIDE SIMPSON STRONG TIE' STRAPS FROM STUD TO & AROUND MUD SILL OVER BOX _ Z WEST scu • �. ,� � H FRAMING AT EXTERIOR WALL FRAMING (SEE DETAILS) I WN - _ PROPOSED NEW MASONRY CHIMNEY >N N 0 w FLOOR CONSTRUCTION SHALL BE OF — —a — W w `Y) 3/4" THICK PLYWOOD DECKING GLUED EXTERIOR WALL CONSTRUCTION SHALL BE OF 2 X 4 — _ WOOD SUDS AT 16" O.C. WITH FULL THICK BATTZ T- i & FASTENED,TO 2 X 12 FLOOR TYPE INSULATION (R-15) WITH 5/8" THICK PROPOSED NEW ROOF & SECOND FLOOR ���\ �� NEW ROOF o w >-JOISTS PROPOSED N & SECOND FLOOR O @16 O.C. W/ 9 THICK EXTERIOR PLYWOOD SHEATHING W/ 15# FELT PAPER ADDITION TO EXISTING RESIDENCE - ADDITION TO EXISTING RESIDENCE j W m BATT TYPE INSULATIONI (R-30) W/ & EXTERIOR VINYL SIDING OVER RIGID INSULATION = _�� i2 Cl �w O E Q BACKER-BOARD - PROVIDE SIMPSON STRONG TIE - [, _> Q a� w MINIMUM OF TWO ROWS OF CROSS (a �' w Z °' I- BRACING AND PERIMETER RIM JOIST STRAPS FROM STUD TO STUD OVER BOX FRAMING AT "' 12 6 NOE ,= X EXTERIOR WALL FRAMING (SEE DETAILS) z 6 _ \ — � V/ M W IiI I I I I I I T =rllie- Qty + PROVIDE 5/8" GYPSUM BOAR 1 - Q w " w o INTERIOR FINISH, TYPICAL THRU- OUTDOOR BALCONY co � 1T ' -� LU ~ N � � I OUT (PROVIDE WATER RESISTANT fill - - t L0 3 00 TYPE BOARD AT BATHROOM AND = Or w _ — r 1_I w SIMILAR 'TYPE AREAS) - V)> 177 1 Z - O Y o PROPOSED KITCHEN M ~ W - - -- --- - --- L Z Q 0- a _1__/ PROPOSED NEW EXTERIOR V J w + SIDING AROUND - 1 EXPANDED RESIDENCE 7 Q J W 06 - - I i - 1 - H LL W wZ z FLOOR CONSTR CT ON SHALL E F PROPOS RO F - - 1 �� w ED ED I ] - - 1 ` 1 Imt - I l _ 1 � - ? _ _ � 1 I = m O 3/4 THICK PLYWO D DECKING L D OVER OPEN P RICH = 1 _ \ C1 0 — 1 T 1!! r l & FASTENED T 2 12 FLOG == __ _ -- - - - - o — —' H JOISTS @ 16" C 1.C. W/ 9" THI —III—III—I0 40 BATT TYPE INS LA ION (R-30 W/ PROVIDE 2" THICK POURED - _ p MINIMUM OFT O ROWS OF 055 CONCRETE SCREED COAT ® — p W ca w BRACING AND PIER o pOVER 6 MIL VAPOR BARRIER _ O THRU-OUT CRAWL SPACE �\ � C0 CL PROPOSED ROOFED a+ m0 ® \_ OVER OPEN PORCH cL _M, N - FOUNDATION SHALL BE 8 THICK POURED 18 IA POURED CONCRETE D OU ED ON T FOUNDATION E E F UND ION CONCRETE FOUNDATION WALLS W/ CONTINUOUS - - „ PIERS W/ CONTINUOUS 30" SQUARE X 14" GRADE 24 WIDE '0K 12 THICK POURED CONCRETE THICK POURED CONCRETE FOOTINGS W/ -- - ...... GRADE FOOTINGS - FOOTINGS SHALL BE REINFORCED W/ FOUR (4) CONTINUOUS #5 REINFORCINGloll TWO (2) CONTINUOUS #5 REINFORCING BARS BARS EACH WAY to P-,.4055 E A 11 I 'a � 1 11 11 I I 1 II ST OLU00% N u,-wa I e • �� Biri Dept co f q _ ScpY romZ scale 1/2 1 O Fnnal review BA ZSA Fil # l�d(�notcum�ents Date: PAGE # PROPOSED NEW ROOF & SECOND FLOOR ADDITIONS TO EXISTING RESIDENCE O PROPOSED MASONRY I Jill 1 12 H Q CHIMNEY BEYOND �6ui N Or Q Ut oQ Z —• - °- - w ac U) j H 1 REVERSE GABLE PEAK 19 TWO 3LU LU 1-4 �y wSTORY ENTRY FOYER AREA Z 2 > w w = W/ CLERESTORY WiNDOWS V ~ H 0 j w a H WH r -r- -- r- � i- m NF- cnZO � � w Q _ q— mO OQQ � ~ F"j U ® > � � �C O W ► �( ! LU J J O � o oOnn LL � � = - a WYTI� Im _ � V1a �W� � W L!J aoc acQQHococH � � � II6 ww w u)ww v) R P D E OR I O + �R N 'ANI C NN NN � r+ 0000 - _ ac - 00 00000000 W r' - NN NN NNNNN + M - -- h= M PROPOSE ROOFED OVER > > 0000®® U101 1 M (� •--I " N M Z N U) V N OPEN PORCH W/ 36" HIGH RAILINGS AROUND PORCHES _ ®® 0 0 0 0®® r i N rn �0 0 T_ ___ r 00000® 0000®® _ = 1 ®®®000 = 000®® ®000 GRADE//I'- III I 1IIjjIiI I I I I -- -- -- --- I -- -- - - 0000®® 0000®® ® ' '1 GRADE .7 , , 111. 1 T 7" N ®® L mL 7 77 7111 71 NEW MOTORIZED OVERHEAD GARAGE DOORS 1"N" OURTH c114111 0 T- � U) - N = Z - - ' — C PROPOSED NEW ROOF & SECOND FLOOR - LU = r Q ADDITIONS TO EXISTING RESIDENCE ^—� ♦ 1 Z - > 12 , NEW MASONRY U> Z 6 CHIMNEY j w W_ w 0 _ REVERSE GABLE PEAK C� TWO � m TORY ENTRY AREA BEYOND - - Or ° E H LU UU � � O 2 REVERSE GAB _E KI_ _ _ ;� STORY ENTRY R Y R A - iwOr to Z W/ CLERESTO - Z T - - r - O Y O W w V LU z ® _ Q a ° w ILL V J �. w - - 1 0 0 -i O a Z ?� Q o D -� W � 'Hill n O U. W W Z Z L _ R Oa ® 0 bUN r-XHill Lu -� Ln M N r P 1 'pE F T .g - PROPOSED ROOFED OVER M CO OPEN PORCH W/ 36" HIGH W 0 RAILING AROUND UN PORCHES L 1 i �\ I GRADE � 7 77777777 � \ EXISTING LOWER LEVEL GARAGE & AREAWAY W/ RAMP T110 0 N II / IOUTH 1 011 ~\ Bldg Dept copy ZBA ELEV • r / nal re pt a do men c BA F' � �c� is -- Date:ii l/(Je�a PAGE # 87'-6" + PROPOSED OVERALL BUILDING DEPTH - 461-6" _ _ 29'-0" - ---- 1 12'-0" H -6' 9'-0" 1'-618 9'-0" 11_ 6" 9'-0" _3�'�6" 31_811 6�� 91-161 �41� 121-011 _ L t� T T TT _ ____ T i II PROPOSED ADDITION 27' 20 • Q cc 27 -4 -5" EXISTING '-10" PROP. ADDT'N ---- 1 -- -- - -+ __-- 8'-0" PROP. COVERED41-011 Qix 8'-2" PORCH -- — o It z H 0 'It jo LIGHT " " LIGHT " " LIGHT 11 11 LIG 36" WIDE FRENCH W 3 d uj _ _ 108_X 9_6_ MOTORIZED— _ _ _ 108_X 96_MOTORIZED _ _ _108 X 96_ OTORIZ_E_ — _ W W W — � LIGHT GLASS DOOR W/ 16" II II Ut W O.H. GARAGE DOOR O.H. GARAGE DOOR O.H. GARAGE DOOR OUTDOOR CL AN-UP OUTDOOR 42 X 40 PROVIDE 36" HIGH RAILING AROUND ; ( �� T G O) WIDE SIDELIGHT AREA W/WA ER SPIGOT SHOWER AREA AWNING DECK AREAS(TYPICAL,U.O.N.) Q N Y H -� • � I- - - - - - � W -- - (2)2 X 14 LVL HEADER (2)2 X 14 LVL HEADER I (2)2 X 14ILYL HEADER - - - - - - 7 (2)2 X 12 LVL HEADER (2)2 X 12 HDR ( (b (2)2 X 12 HDR I�I I wP COL. %0 %0 W W m N .� BENCH SEAT B / \ 1 \ _ COAT OOKS - 1- w z J - -I- -- - - -00 - Ix NEW 2 X 8 DECK JSTS 3 Ix � /]�W W W L - - - v - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -It - - - - - - - - - - - - - - I' 1 -0-9 16"O.C. BOVE -� I I I I I .� its �s ix 1b� 48" WIDE 6 WATER DESK AREA V N I I UP - - - - -! Y�`� BURNER RANGE C ANGE � g) I co SPIGOT � Z H H W Lau l I I I I Iao � °C V I I I LIGHT I NEW 14" DEEP GPI JSTS C 12"O.C. ABOVE(TYPICAL) I a w o O OWHc..WWcL al X00 = p OQ lnZp� �Cix V/ = 1 �� �, WJ _J Wo � � o N LL LL N x w I DW SINK DW > a O m n u„' fn v N I I I I PROVIDE MINIM�IM HOUR f ^^Q. - /Etea. (A I x O V) W W OC H W W In cn to a. n W W SELF-CLOSING FARE TED DOOqE " I ° N = v N H H H H H Q — —I FRAME BEI WEEN GA GE & HOU32" SCFD00 Z "' 1 I DOOR PROPOSED i- ---_____- v Q i > > � � » In c9 w I I T NII XZ Lu a WW W t � Lu Lu p I I MUDROOM 1 1 + + wa :o a OC Q Q H H H Q .,�. 9'-o"x 151_211 � ..I O�u. � �-- EXPAND EXISTING GARAGE c� I I w 1 / � 1 0 _ wj 32'-9" x 24'-6" Z I I PROP. ar' IDE 1 10 am N �T-4 V-4 w O O O O o Q CLOSET _ Q I I 31_711 x 5'_ RE IG. _ a I COL. < cm V4 NN NNNNNNNN W X�� c. - - - I - - - - - - - - - - w p LIGHT LIGHT (- - - - -' LIGHT I Z I I I >` �` T °C 1 Ix LIGHT 0-I I I I PROPOSED NEW KITCHEN AREA \ w I o a p a a c3. � I / / I1 1 (2) 30" OII 27'-8" x19'-211 �/ < 1 Za a o 4Q h � QhZWWW + ( O I II I DOORS M 1 1 = .-1 N N M a oc I / / / �" - - 43 _ _ - - _ R� I I b / � J �n�' Y > w p r' N NN .V-ilx_ Q N I m PROVIDE"EXHAUST O O J '` R / x II FAN-W/DUCT TO O O N V x /EXTERIOR LAU DRY® Q / V IIT X Z N d Lu PROVIDE MINIMUM 1 HOUR FIRE RATED SEPARATION ,� 1 / TOILET I co o TUB 1 I DECORATIVE COLUMNS C WIDE ARCHED OPENING N BETWEEN GARAGE & HOUSE W/ MINIMUM OF 5/8" THICK ; 1 / tv m I I 1 rn LL 2 = FIRE RATED GYPSUM BOARD ON WALLS & CEILING OF Q / WASHER F- II I PROPOSED LAUNDRY x� � GARAGE AND MINIMUM OF 1/2 THICK FIRE RATED 3 / I - - � � LINES OF EXISTING WALLS 1 LIGHT CHUTE ABOVE ' TO BE REMOVED(DOTTED) I I _ _ I_I x GYPSUM BOARD ON DWELLING SIDE OF DEMISING WALLS �� AT LIGHT - _ - _ - - - _ _ _ - _ wP _ �p fV _ T - - - - - - - - - - - - - - - - - �� 7' ' LIGHT - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - Lu 411 321-911 / Lu I I 6 11 7'-011 411 51_711 / LL DRYER N 0 - - - - - - - - - - - - PROP. - \. � al O 11 II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - z PROP. WOOD w 11 11 ° _ Z + I- a8 xas" SINK LAUNDRY M ' � I DECK / \ GF /SHOWER \I rL, HT- 51-8" X 8'- " MINI N 71-711 X44' DRYER X I N J � DOWN I I I Lu 1 1 1 0 J -00- = H " I I N - - - - - - - - - - - - I GROSS SECTION B-B 3 ► J COL. I I - CT \ �_ � Z FLOOR X Z > H Z I owP OUTLET &ELI6HTAN I I ;0 a v pi j RECESSED HI-HAT I O�lL - I x EXTER. LIGHTING /S �� I NEW 2 X 8 DECK JST5 I I I G m '0�16" O.C. ABOVE- �co PROPOSED OPEN Z ^ FRONT PORCH I I \ / PROPOSED FAMILY ROOM /" COL. _ w Q II - CMD 27'-8" x 23'-11" � ' / w > \ COL. 11'-10" x 18'-9" X I a Lu - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ O Ao p \ / 1 - - - - - - - - - - - - - - - - - - \ - �I I W UP 1 I \ 1 1 N .1 10 Lu W ( \ I I \ I I 1�� x N ltd np. p to - \ \ I I I I I I ( I LINES OF EXISTING WALLS 1 1 N p 0 i \ � I Q I I I I _TO BE REMOVED(DOTTED) I I '/ '�'/ 0- 0 p N I \ \ I I = I I �" I - - ,- - - - - - - - - - I ! - - - ' / COL. - oZj 111 e- t: - - - - - - - - - - - - W ad ao. Lu I \ I I I III I 1I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N O Q - \�-� I- III I I 1 N_EW—`_2_X 8 DECK JSTS 0- _ Z Z + 3 - I / / I �\ I I III I FLOOR I 16' O.C. ABOVE w a O� �o / I X I I I I 01wa OUTLET 1 O to N V _ / N I I SII \ f v' O W r1 T.- 10 L X co / I I I PROPOSED GRAND FOYER , I I o w H o Lu ,� CJ w >- Eo Ix > z w �' / v 21'-311 x 18'-11" i I I I I I I � �!to to = _ + ■ W O --t♦ / / I / I I i CEIL'G FAN -' -� J M O LIGHT 1 �' i O )3 Y_ RECESSED HI- N X Z N Lu Z J `0 I / I , / I I� HAT LIGHTING N - w `� Q �> a LL TCOL. I I I� ..I o\LL N ♦ ♦O 0 F"- LRS COL. I (� M —� • - - - - - - - - _= - - - _ - (2)2 X 12 LVL HEADER ' COL. a ~ U) ♦ - - L aC1--i- - - - - - - - _ - - - �_ _ _ _ -- - - - - - - fi 1- - - - - - - - ----- - - - - - - - - - � • W c a/ \ ) QLINES OF EXISTING WALLS ( I 96" X 84" SLIDING W TO BE REMOVED(DOTTED) FRENCH GLASS DOORS\ I 0 C P SET I I DOORS FRENH (2) 3011FRENCHw1 1 DOORSI v 10 co a ZXIIN'j x ' ' - - - - - - - - - - - - - _ o IZ N - - - - - - - - - - - - - - - I- - - - - - - - - - - +i > N"'" PROPOSED \ 28"POCKET o to o MASTER BEDROOM w I� DOOR I I I to 1 1 W W �p 14'-0" x 18'-0" 2 x 1 1 \ LINEN I I x to I I Z q ol 1 .1 " I a Q 000 1 1 \ S LINES OF EXISTING WALLS 1- II - - - - } - -v I�_- - - - - - - - - - - - 11 - - - - - - - - - T - I , O W � �\ GFCI yy I TO BE REMOVED(DOTTED) I I I I II �� I II X z II � II 11 I �LU O � J � SI N o Q II i \ II < = J 0- 12I II II II II I I W C16 �` CE�GFAN BATH III- - - - - - - - - - 11 I II II- ' I. i i a O O U. W � Z to + I LIGHT 7'-0" x 13'-0" 1 1- - i I PROPOSED OUTDOOR 1 1 T I T-+ w p 7 I PROPOSED FAMILY 1 WOOD DECK 1 1 I N N N Q m IO CEIL'G FAN I I CEIL'G FAN I 28'-3" X 20'-4" J .�.� A LIGHT PLAY/GAME ROOM A LIGHT a to 11 I Z O H 20'-8" x 20'-3" I I o 1 CROSS SECTION "A-All I I co _ w PROVIDE EXHAUST I I w t� Y = . 1 � I = FAN W/DUCT TO _ Lo l- EXTERIOR TOILET _j H X- W O _ �I N I = ca LLl m U l N I I RELOCATE EXISTING STAIRS 1 1 x I m r V) DOWN TO LOWER LEVEL o r 84"X 42" �, X Z -T 1 o SHOWER I - w T a m (2)2 X 1 HEADER �( 12-}I - - - - - - - - - - - - - ON u. RECESSED HI-HAT --_-- _ _- 1 DOWN 1 NEW 2 X 8 DECK_JST5 + � EXTER. LIGHTING i I - L — - - _(2) 3211x58-- - - - - - - - - - 3611 _X_2411 - - I I 16"O.C. ABOVE --- L0 H CSM'T WINDOWS AWNING _ X (2)2 X 12 HEADER I I 12 HEADER COL. NO Lu 32" X 58" 32" X 58" PROVIDE 36" HIGH RAILING AROUND DECK AREAS(TYPI AL,U.O.N.) CSM'T CSM'T 121-811 0 31-011 71-111 + EXISTING 38'-3" + EXISTING 81-011 41-011 —� 151-861 14'-6" PROPOSED ADDITION 45'-4" + EXISTING t 12'-0" PROP. COVERED PORCH 71'-10" + PROPOSED OVERALL BUILDING DEPTH I HcaDe_ 111LIVING AREAFIRST LP11411 9 1pt copy from ZBA 2840 sq ft �. Final rewie a doc ents Er 0 1 2 3 4 5 6 7 8 9 10 15 ZBA File #�� NOTE: DO NOT SCALE DRAWINGS AND FIELD VERIFY ALL DIMENSIONS BEFORE OREDER MATERIALS. Date: b . PROVIDE: ELECTRIC OPERATED WINDOW SHADES, CENTRAL SOUND SYSTEM, ALARM SYSTEM & SECURITY CAMERA SURVEILLANCE SYSTEM PAGE # 0 LijH 58'-3" + PROPOSED OVERALL BUILDING DEPTH @ 2 ND FLOOR 4 V) Z ¢ 121-011 38'-3" + PROP. NEW SECOND FLOOR ADDITION _ j 8'-0" COVERED PORCH — %r 6" 111-611 w — 41-011 _ to Z � 0 - - - - - - _ 36" X24" - - - - - - - - -36" X24"_ _ _ _ _ _ _ _ _ _ 6 \ AWNING AWNING AWNING — — — — — — w W W 3 4 3 I _ W — — - — — 1 _ - � — - - - - � ` (2)2 X 12HDR I (2)2 X 12HDR � V� (2)2 X 12 LVL HEADER COL.,' _ Q cc V. H \r - - - - - - - - - - - - - - - - - - - - - (2)2 X 12HDR i - - 0- -I wp V I � E-- 1) DC I � W W (n co tN � � \ \ PROPOSED WALK-IN CLOSET & .,r Lu W ABO72E X�WMAILING Jsrs c 12'O.C. I 3 aZf (3j W DRESSING AREA / \ 19'-10" x 10'-0" I / N F- � �_ H- Z O H H w \ 1 NZ 2 r ♦ tt H � I � I � � o � / o m � � � aOoC x x / _ ►�� / W O OwHn- WWCL '°I3 N /�J \ " / I Lo O Z U) th Q LIGHT \ LIGHT LIGHT V V M= / Lu ..j J Q Q I 1 CEIL'G FAN ^ ^m O W L1. W LL LL N .� .-I o 0 0 0 o W &LIGHT `'� x I to W W ac H W W W W NEW_2_(TYPICALLING TS C� 12"O.C. v / N N ABOVE(TYPICAL) N H H H � � D H H = > > tan > 0 \ � --I I I > � W W W � In W W N �C rOC aC Q Q H �C � H O \p I ° � \ I / / o � COL. I - r-1 r-1 e-1 r-1 r-1 r1 ti r-1 .-1 r-1 NN NNr� �--� 0000 Ln It 'TYLE WATERFALL, SHOWER b \ DO28"OR POCKET I / X Z I N N 00000000 NNNNNN W N N BATH TUB - -�— / X %03: \ ! I � � ' A N I m � I-- Ut _1 Q > I-- CL F- I PROPOSED MASTER BATHROOM \ � �� / �o o CL n. a. W PROPOSED > > > O -IQ 13'-10" x 7'-11" o� MASTER BEDROOM / I Q Q ti Q 17 Z W w "Z N `I EIGHTY I 16'-9" X 24'-4" / RECESSED HI-HAT H .. I N Oo\ EXTER. LIGHTING -r O (h 'O O N X z x / -i .--i N ''� N N ;p13 N LAVATORY LAVATORY \ CEILIG FAN x N I r1 Q N i \ / 1 %\ \ ',LIGHT Lu Fci �T(_' G�kci LINENTOILET BIDETGHT IIGHCLOSET LIGHT SD /PROVIDE EXHAUST - -- °°°°°°'''"' uj FAN W/DUCT TO J ( N O EXTERIOR I I / J _j TOILET F IILI HT LINEN \ I / ♦\ 0 LINEN o MASTER SUITE \ / „ „ x X COL. fy VESTIBULE I 1 o CROSS SECTION-M-B LAVATORY LAUNDRY BATH TUB , , „ Q / `✓ I N z N CHUTE IN 5'-9" x 11 _11-- X12 11 ate! IZ CABINET r / / I I<EG> X N PROPOSED M a LIGHr� BATHROOM N _ w LIGHT = — — — — — — — — — — — 13'-10" x 5'-8" 28" II.. wp -DOOR- - - _ - _ -_ -_ - p 'fit > .o _ 3 J 3 - - - - - - -(2) 30" OORS -' UI I x °` z /•' N {� H I i I Y H I \ I I I NEW 2 X 12 CEILING JSTS� 12"O.C. ABOVE(TYPICAL) X I j II H QO LIGHT \ 1 I xj m ` ` I LIGHT / N co S I J Q COL. -� ac CONSTRUCT WOOD STAIRS \\_ I I so / v PROPOSED > W/RAILING DOWN TO \ DOWN I / I COVERED DECK o W FIRST FLOOR LEVEL \ \ 7'-7" X 64'-10" w > I p � / I o o I \� J cq n w I I CELIGHTFAN M O 3�1 I I sD // x L0 0- a. I I N ~) = I \ ii V BEDROOM/#2 2 I � - - - - - COL. — E Z Wuj i rn o O N Zal 3Q - - - - - - - - -- - -0 - - - - - - - —\� IIDOOR / I I Z W j v Q N N Q Z LIGHT -- - - - - - - I I H N z N N w O / LIGHT I ~ O - N O N CHANDELIER LIGHT W/ / I I - / '"' W u� C. ELEC. MECH. HOIST w X .0 x m V I CLOSET / CLOSET I Lu i T- x M=I /{ i 8'-5' x 2'-V 8'-0..x 2. 1.. wp s I I - UZ Rf w MHIM + w � � O HALLWAY 1130" ' O .o I / i I I 10'-7" x 29'-11" I DOOR / I N I .\o w Q J 3 W Z LL o BEDROOM #3 w �/ t , 16'-9" x ll'-9" I I m 6i. V U R v Z / / I COL. / CONSTRUCT WOOD ST�FLO W/ / / CL ti O RAILING UP TO ATTIC FLOOR LEVEL LIGHT B ,a V LIGHT LIGHT \(' W M J W i wp uP II / / � ; I I x co to CEIL'G FAN as x I w - A LIGHT = � W U- w AT x- - — — — — — — — — — —� / 1 - - — 2 2X12 LVL N 10 N,�mm _j I I Z m I /FLUSH W/ CL'G "I� I I _� O O e'-o' x 2'-0' 175�IT SET LINENI NEw_zx12_CF�NG Jsrs c 12"O.C. .. — — — — O CLOSET ABOVE(TYPICAL) x 2'-0" ; CLOSET x ''' 1 1 1 W � N r ' Y.1 - so � RECESSED HI-HAT I V Z ¢ EXTER. LIGHTING I Q 0 CIC 30" I CMD " W �, V DOOR 1 DOOR I O J II Z �" ¢ / I I NE_W 12�EILIN�JSISS� 1-3'�C. ( ) - III I = _J W co NEW 2 X 12 CEILINIG15TS C� 12"O.0 ' ABOVE(TYPICAL)ABOVE(TYPICAL) - - - O u z (fY COL. U. W Z `-GFCI DOOR so I I I m 0 O CROSS SECTION "A=A" ,� Eo> I 0 _ O H T I a o v\ W I o Y = I �CEIL'G FAN SINK PROPOSED I 1 1 j N I �� o - � &LIGHT BATHROOM C x z \ I z ' I- -4„ CEIL'G FAN x = > > Q / BEDROOM #5 PROVIDE EXHAUST 5 x 9'-3" &LIGHT N M \ I X W \ O (n „ , „ FAN W/DUCT TO N ..m x Q 14'-2" X 12'-11" EXTERIOR \ OTOILET .� y� \ X U- I r Q / \ BEDROOM #4 v n- / �J 14'-5" x 12'-11" {�� Z � / BATH TUB �, CLOS 99I r wp \ 2'-0"x I I /so (2)2 X 12HDR 2-}2 X 12HDR — — (2)2 X 12HDR ; (2)2 X 12 LVL HEADER COL. ---� -. — — (2) 36" X5T' SEG _ _ _ _ 36" X 24" — — _ — — — — —(2)_36"-X54"_ DBL HUNG AWNING DBL HUNG — — — — — — 611 111-611 41-011 121-011 38'-3" + PROP. NEW SECOND FLOOR ADDITION 8'-0" COVERED PORCH 58'-3" + PROPOSED OVERALL BUILDING DEPTH E? 2 ND FLOOR SECOND 011 LIVING AREA FLOORscu-oftle 2247 s ft 4 0 1 2 3 4 5 6 7 8 9 10 15 Bldg DOM Copy f, m Z NOTE: DO NOT SCALE DRAWINGS AND FIELD VERIFY ALL DIMENSIONS BEFORE OREDER MATERIALS. 2inal r�visw ;,�„ s NOTE: ALL CONSTRUCTION AT SECOND DiEe�t / 01-3 PROVIDE: ELECTRIC OPERATED WINDOW SHADES, CENTRAL SOUND SYSTEM, ALARM SYSTEM & SECURITY CAMERA SURVEILLANCE SYSTEM FLOOR IS NEW, UNLESS OTHERWISE NOTE. PAGE # O LL H W k to ZQ Qa AQ 0 z # 46'-3" + PROP. NEW SECOND FLOORBELOW wuj f_ O Q "' Sa LINE OF ROOF OVERHANG BELOW _ LINE OF ROOF OVERHANG BELOW Z W W w = H Q U) U)DC NZ W H - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / = H H —3jC W 0- LINE OF EXTERIOR WALL BELOWLINE OF / m N ac ERIOR WALL BELOW I ty Lu� V W W W V co Lu z uj ca co w cc � Q Q z (!� J J D a�j otj > W WLL LL LL w CONSTRUCT 36" + HIGH KNEE v Lu U) W W ac H n W W M �- CONSTRUCT 36 + HIGH KNEE O w WALL AROUND FLOOR AREA O i I In N `� Q W to to W LL O _WALL AROUND FLOOR AREA — % W W W n n V) N Z Z aU I oC � � It %C aC H W pl O NN NN " -40000 _i W T-4 V"1 " rl " �"'1 �"1 �"1 LW I 00 00000000 mI m NN N N N N N N N N W TF U- QS(. Z O �G O Q •� to �ti� � I w � Q � � Oa4a~. N w �yA 0I QQ t-7 � Q1.7ZUJ LU L1J � � � Q _ �K_ N 'L+N Z w X I O '1 N N N N .�-i Yw Q Lu w + LINE OF 7'-0" CLEAR HEAD / _ LL \ ROOM @ ATTIC LEVEL + Mj .off j- M vQ n Ly \ / = G O a J 2 X 12 ROOF RAFTERS a 12' O.C. a> °C pQ / Uj� W O I W J 2 X 12 ROOF RAFTERS a 12" = I LIGHT Q - - - - - - - - - - - - - - - - - - - - - -- - - - PQ W ,.., LL c) I'Di 3 3 ` °� I Z ? o J ' \ 2 X HOOF RAF rERS a 12" 0.C. X / m co CROSS SECTION "B-B" -� I � LLJ ex L (PROPOSED ATTIC STORAGE I > > \ AREA W/ MAXIMUM 6'-8" I I O `t HIGH CLEAR HEAD ROOM) / p O w 40 LL Lu O O N 0 \ LIGHT O �/a j 0E a) 0 ! V Z N O Q ad O 2 X 14 LVL RI(yE _ o DOOR / F H M -� _ Z J �L W F—= Lo 1 1 J w / Q E' r V N W C31 V / lLI I �"� W (Q x Q PROVI E MECHANICAL WINCH / 3< P�OPOSE�/ATTIC AREA cc PROPOSED I w Q Z �+ O wtx FOR CHANDELIER BELOW w(3j 13'-6", �( 21'-0° N OBSERVATION DECK +LL W F-WO O .1 In O o X I I `p (PROPOSED FINISHED ATTIC AREA W/ I 8'-0" X 14'-0" Q W Z J ot Th TO X w ;! MAXIMUM,7'-0" HIGH CLEAR HEAD ROOM) > Q X'' N LIGHT LIGHT jy U O E C (PROPOSED "WALK- (3j / j w T {�-- OUT BALCONY) M V �^ I W ~ 2 X 12 ROOF RAF RS @ 12" O.C. I ICT I W r� � Lr) III \ DOWN I w30" I \CNS RU W STAIRS W/RAILING AO" DOWN TO 30 o ` ZR I \ O O Lu W CONSTRUCT 2 X 4 FRAMED WALL @ LINE OF \ i I 2 X 12 ROOF RAFTERS @ 12" O.C. 7'-0" CLEAR HEAD ROOM @ ATTIC LEVEL O liI I X I J LU 3 3 (PROPOSED ATTIC STORAGE \ `"� 3 3 O J O ' v AREA W/ MAXIMUM 6'-6" Z Q ui c m P�1 p HIGH CLEAR HEAD ROOM) 1\ w •J W 06 F Lu m m 1u WZ z Lu I a ,�.�� ac y�A 3 m p r Lu Lu w 1�� w I U- ♦^ Y D Q Lu I o ♦ = i L LL 40 O O OILu Lu LL t° Lu / X CROSS SECTION"A-A" \ '� I O N II m I II j DC IILJ4 I \ II \ II III f/ LINE OF EXTERIOR WALL BELOW LINE OF E ERIOR WALL BELOW \ ,I f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 LINE OF ROOF OVERHANG BELOW Bldg Dept copy from ZBA LINE OF ROOF OVERHANG BELOW Final review.'I dor:u erlts ZBA File a ((j c Date: / / / 121-011 46'-3" + PROP. NEW SECOND FLOOR BELOW �I 1 /4" 1 011 LIVING AREA FLOOR PLAINscale 285.6 SF 0 1 2 3 4 5 6 7 8 9 1L0 15 • NOTE: DO NOT SCALE DRAWINGS AND FIELD VERIFY ALL DIMENSIONS BEFORE OREDER MATERIALS. NOTE: ALL CONSTRUCTION AT AITTIC PROVIDE: ELECTRIC OPERATED WINDOW SHADES, CENTRAL SOUND SYSTEM, ALARM SYSTEM & SECURITY CAMERA SURVEILLANCE SYSTEM FLOOR IS NEW, UNLESS OTHERWfISE NOTE. PAGE # 87'-6" + PROPOSED OVERALL BUILDING DEPTH e 461-611 - --- 1 -- 291-011 -- 1 121-011 O 11— Z 1'-61 91-011 1 6"i 91-011 il'-6"1 91-011 1_3�1 811--3 -6�� _�8�� --- 8'-11" 8'-2" ----j 20'-10" 12'-0" H 17 _ -- - ----- — W k e 27 -4 PROPOSED ADDITION 1 _ 27'-5" EXISTING 20'-10" PROP. ADDT N_ 1_8'-0" PROP. COVERED 4'-0" Z Q PORCH H ac � Q Z �w I oc to PROVIDE OU DATION TIE BARE FROM NEW j- Lij 06 O FOUNDA ON T EXISTING( E NOTES) - - W Q 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - Q _ VENT" � I � � -R-P P L . . _ Q In ix M w H - - - - - �' - - - - - - - - - - - - - - - � - I - - - - -- - 1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - '_ (2)2X12LVLHEADER' gip• = H Hp � � W STEP DOWN TOP OF FOUNDATION I I I S uj WALL AT GARAGE DOOR OPENINGS I I I I I - - N PROPOSED CRAW I I 3 3U ix Z) = L SPACE I I I Q v cn 0 PROVIDE NEW 2" THICK POURED o I , zlZ I o � � uuN � cwc ►, CONCRETE SCREED COAT OVER 6 MIL w i w O a , , a o VAPOR BARRIER THRU-OUT CRAWL SPACE F- - ey co X ' ► 01; zo � 0o Z3< W N O � a W sz� I I I I I I I 3 I I I a, ow w aFw GARAGE ABOVE ��� H H H H H H zz I I I I _ _ W o0 0 ZOOQ I I ANEW 2 X SO DECK"JOISTS ' I oc0 DLL (PROPOSED UN-EXCAVATED) ��U- kD �.,,.� ;,;, C�16" O.C. ABOVE Z >- Ww W 4QInWW V) 0 Lu NEW W 10 X 12 STEEL BEAM NEW W 10 X 12 STEEL B AM .. - . . f� I °_= OC aDC Q Q H wvwp I PROVIDE NEW 5"THICK POURED CONCRETE I I- - - - J - I v of Q 0:ZZ SLAB THRU-OUT EXPANDED GARAGE AREA I I j�W N N N N �'1 OQ W/6 X 10/10 W.W.M. REINFORCING 0 Q ZVaU�w I o �oZ I I I I I „ i 16 LJ oQ� N NN NNNNNNNN W PROVIDE NEW 30 LONG BY 8 THICK c POURED CONCRETE PIER W/ 30" SQUARE I "' �• �• �• + F N oo; X 12" THICK 1 POURED CONCRETE FOOTING I z~ ` I Z M 3 > > J g > > W W W ~ / paaa �-'z I I I I I oa PROVIDE NEW 8 THICK POURED CONCRETE / I �w �3z Q Q ti Q ti z x� .�¢ FOUNDATION WALL W/ 24" WIDE X 12" THICK I U- 3 I owo - 1� N N N O ILO zw o z l s I I I I X . POURED CONCRETE FOOTING W/ (2) V 5 BAR I I I �'° N " 3°` I I I I I N o CONTINUOUS AROUND EXPANDED GARAGE AREA x - >Nm GARAGE ABOVE Lu �`- N I I 1 1 Z� .. (EXISTING UN-EXCAVATED) I- - _ - - CROSS SECTION "B-B" - - - - - - - - - - - - - - I r- - EXISTNG (4) 2 X 10 GIR150 (FIELD VERIF�) - - CUT DOWN TOP OF EXISTING CONCRETE I I - - - / FOUNDATION WALL TO ALLOW NEW FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ " OF EXPANDED GARAGE AREA TO FLOW OVER i THE TOP OF THE WALL WITHOUT BEARING PROVIDE FOUNDATION TIE BARS FROM NEW I �'� FOUNDATION TO EXISTING (SEE NOTES) \ \ � I I <_ 1 1 W _ ! — — — — — — — — — — — — — — — — — — — — —' - - - - - - - - 1 II I I �- g - [717 � - a J o = 3 — — — — I - - - - - - - - - - — — — — — — -- , —� - - - - - - - - - - - - - - -� 1 w �'u, I I II N l i i 3 z z w I I X� Xm I I I I I I I I I = PROVIDE FOUNDATION TIE BARS FROM NEW - I N FOUNDATION TO EXISTIhJG (SEE NOTES) m m i PROVIDE NEW 14" DIA. POURED CONCRETE x I I F^^•o �p / /`�- - - J J z FOUNDATION PIERS W/30"SQUARE X I N x h _ _ _ _ _ _ _ W/ THICK POURED CONCRETE FOOTING N - - - - - - - - -I w� �' I " W/(4)#5 BAR EACH WAY(TYPICAL) I �- _ - - XI EXISTING CRAWL SPACE �' I I w > Lu F— D I I I S I PROVIDE FOUNDATION TIE BARS FROM NEW I \ \ I I N - - -- - - - - - FOUNDATION TO EXISTING (SEE NOTES)- d W j I 1 1 I �I> I — — W co 0 Q _ I. — ° H + 3 I Ix �m I - - - - - - - - - - - - I I � J �. H N 0 _1 to X �� m I - I fi J EXISTING (4) 2 X 10 GIRDER ABOVE I I I ( w I w uu L0 Z r L W I I � I _ e I I u) I I m _+ > >- _j a� z �' I I I I _ I •� I I H I I H � ' Wa . . - - N � IwJ I I I ► I - I I - I 1 o I I i °` �; WH� 0E o Xw i I S I I Xm I I X I I I _> a �' u- I I �a I o� i i — _ Vo E I � — - - - — — — — — —' - - - - - - - - - - — — — — — — — — — — - - I 1 ZO z ►- �' I— --� J - - - - -- - - - � I x I I I ° ° cc )a�2x1121 - 6 ° I Q � ��., - - - _ I r - - - - - - - - - - - - - � I- - � � - - - - I 1 w _ LYLHEADER — J wV' � uj PROVIDE FOUNDATION TIE BARS FROM NEW FOUNDATION TO EXISTING(SEE NOTES) I I ♦n N V Ln i I � z I � ' I O I NEW 2 X 10 DECK JOISTS 1EXISTING (4) 2 X 10 l EXISTIjJG 4 2 X 10 EXISTING 4 2_X 10�_ -I_ - EXISTING STEEL BEAM ABOVE _ _ , - e 16 O.C. ABOVE - JGIRDER ABOVE P,--T GIRDER ABOVE GIRDER ABOVE �T - ( I `� z o I I EXISTINGi EXISTING o 1 1 EXISTING CELLAR I 1 X ; I o O w Y O TING COLUMNS I N Q MECHANIC,IAL 1- GARAGE AREA I I N I (,� z .� o uj V) I 6 -8 x 3-5 I I v I -� }O , ROOM ,, E'XIST'GyAllw i o I I PR w OSED - Z >- a CRAWL SPACE I xisr'c� g Xm III I —I ' 1 - _ - -j W �Zf 1-4 + > T ILET I I o w ¢ O EXISTING CELLAR AREA N I ; �EXIsI G o I I 1 N N `„L W W Z Z SINK X m Z III I w ° °� J °� p O x EXISTING N I „ „ �'o Q _ N 1 I BATHROOA �) Z o tj a CROSS�EOIION "A-A" - - N Q_ - - , I I — o 0 ,. 6'-8" x 7'-11° N so I I I a ; 1 Y = o NEW 2 X 10 DECK JOISTS Flo I w 1 _ Ln F- C� 16" O.C. ABOVE SHOWER/-I Lu Q) CMD u1l10 \o/ RELOCATE EXISTING STAIRS I H'� I b w DOWN TO LOWER LEVEL I I w(3j I I PROVIDE NEW 14" pIA. PO RED CONCRETE O FOUNDATION PIERS W/30"SQUARE X x ' I O O 142"THICK PQURED CONCRETE FOOTING a ,.� (/� CL 1 - - - - - -._ I UP W/(4)#5 BAR EACH WAY(TYPICAL) v 1 c O +� - - - - I I I I I i L t L L - - -I I- - - - - - - - - - - - 1 (2ppzx lzI - N W I LVL2HEADER I L�fL HEADER - - - - - - - - - EXIST'G _ - - - _ - --- - EXIST'G 0.H. GARAGE DOOR - - - - I - - - ° 121-811 a 3'-011 7'-1" + EXISTINIG 38'-3" + EXI16 I GI 81-011 41-011 I I -_e 151-811 a 14'-6" PROPOSED ADDITION 45'-4" + EXISTING 12'-0" PROP. COVERED PORCH - e 71'-10" + PROPOSED OVERALL BUILDING DEPTH t I CELLAR/FOU " [) . ...I f LIVING AREA -- Bldg Dept copy from zea L c 4079 sq ft Final review6d ocu ants 0 1 2 3 41 5 6 7 8 9 10 15 ZBA FIII /c� NOTE: DO NOT SCALE DRAWINGS AND FIELD VERIFY ALL DIMENSIONS BEFORE OREDER MATERIALS. I I i I I PAGE # S y'-U•' �1 -b."1 `J•-U„ Y, �._�.�b.. _b' 1 jiS tS -11' 1 O -G l GU,-Iu- 27'-4" -27'-4' PROPOSED ADDITION 1 27'-5" EXISTING 20'-10" PROP. ADDT'N 8'-0" PROP. COVERED 41-011 Q 1) ALL MATERIALS AND METHDDS SHALL CONFORM TO THE REQUIREMENTS OF NFPA 13 (2007 ED) PORCH AND SOUTHOLD TOWN FIR[: MARSHAL 2) ALL MATERIALS TO BE NEIN, UL LISTED OR FACTORY MUTUAL APPROVED IN ACCORDANCE WITH NEPA 13 (2007 ED) 3) ALL OVERHEAD PIPE BL4ZEMASTER CPVC. a' 4) BRANCHLINE FITTING TO BE CPVC 175 PSI WORKING PRESURE. O 5) SYSTEM TO BE HYDROSTATICALLY TESTED AT NORMAL WORKING PRESSURE FOR 2 HOURS. FOUND. FOUND. 6) CABINET, SPRINKLERS, AND HEAD WRENCH SHALL BE PROVIDED PER NFPA 13 SEC. 6.2.9 . VENT VENT _ (u b O 7) ALARM BELL TO BE PROVIDED BY SPRINKLER CONTRACTOR, INSTALLATION N.I.C. O X 12 LVL HEADER 2 2 ;D O rte' 8) THE SYSTEM ALARMS SHALL BE PROVIDED 24-HOUR MONITORING PER UFC, SEC. 1003.3 . �' m 9) 18- CLEARANCE ABOVE STORAGE IS REQUIRED PER NFPA 13. STEP DOWN TOP OF FOUNDATION WALL AT GARAGE DOOR OPENINGS PROPOSED CRAWL SPACE 10) SPRINKLER SYSTEM TO BE INSPECTED, TESTED AND MAINTAINED PER NFPA 25 N 0 a N I 11) TAMPER SWITCHES TO BE PROVIDED FOR ALL CONTROL VALVES. WIRING BY OTHER. O � ' S. NEW 2 X 10 JOISTS C O o ff j II j 12) ALL WALL PENETRATIONS TO BE SEALED WITH AN APPROVED RATED CAULKING. 16" O.C. ABOVE .. Z X O> in f=i I ti N - x Q) U .•-i Q7 G4 GENERAL OVERHEAD SPRINKLER SYSTEM NOTES w 6 GARAGE ABOVE Z Z 1" �N1EW 2 X 10-DECK JOISTS_ U O (PROPOSED UN-EXCAVATED) 0 Lu a 16"o.c: ABOVE o 0 NEW W 10 X 12 STEEL BEAM NEW W10 X 12 STEEL BEAM _ � ,� � 94 p, I CO A F U A U] A d O _ Q N a NEW 2 X 10 JOISTS @ Ua z O 16" O.C. ABOVE_ U) w CC r Lu z + p w uj Z F- ^ a N f7O �w j O Q O> �� 0 O ' O Ld 0 X V _I p U 6"ELECTRIC BELL "' EXIST'G GARAGE ABOVE 30 "= N �, �° o Q) m U (EXISTING UN-EXCAVATED) 7 j INSIDE AND OUTSIDE -� w' (WIRING BY OTHERS) E to E STING (4) 2 X 10 o o' PL 2" BRASS RISER MANIFOLD GIRDER (FIELD VERIFY) H a J�� � III TEST 1, DRAIN � o 2 FLOW SWITCH 10 3 PRESSURE GAUGE NEW 2 X 10 JOISTS C Z Z \ a CD 16 O.C. ABOVE _ 4 DOUBLE CHECK VALVE "- �w O ASSEMBLY I �> o a 0 O 1 z w W o ®FEBCO MODEL 850 = F � N = 3 m H p .p g J H O O x H - aD w 3 0Iw 0 w Z o>Lu b O .. H = aQ NQ � O F O m e EXISTING 1" H > Z p Z D o Lu DOMESTIC SUPPLY m co x NEW�2 X 10 DECK JOISTS S S N F o ^ _ N 16 O.C. ABOVE _ INC � 0 N w�' EXISTING CRAWL SPACE w z' W > F'IN.FLR. N C _..._ o'> = O a a��i 0 O i-� - .j RISER ARRANGEMENTCL 04 Lu w Q N 10 N O o q o o �, 0 �° w > F a N a F G4 a �° SCALE NTS0 Lu - _ p0 N M F = GOQo O „rte.. - A O O E O '.�', O O a H J OV O> _ Z W d 0 40 � H + - :o N Z F ;`x o10 w � H F- x H p O v O> X 7,O�j »r, W i t1 0 r NEW 2 X 10 DECK_JOISTS "' V)10 N i',' u1 - + o co b .� C� 16" O.C. ABOVEN'i 0 � b In - Z W.� H � LJ u NO IT] y0 W '.a O'w a '° r• W PROPOSED .•> o> '° 0 xIm CRAWL SP CE S xm X co N ' NQ vti. NQ r. �-r Z Z V �o �o - o !l'' ' r -1 (z)z x 12 ;o a, - w 0) w 3U LVL HEADER V Q, 0 x r Im W 9b O b T=, Z O> NEW 2 X 10 FLOOR = c, '' �In 14 z o O OAll- w JOISTS 16" O.C. ABOVE p" v P c. lie 150'-0" 4-4 x 5-7 921 1Y� 13-6 EXISTING x Id 0o Q p� , k':':. N Q) M O Q MECHANICAL I v �, 0 w ROOM ^ .� N, /► CELLAR AREA Z rx� w + } O 61-811 x 3'-5" 9� H . .. o v o 0 bq ra p PROPOSED o w co nom. CRAWL SPACE = i EXISTING = i >o _ _' o r a0 °1' r, + o CELLAR AREA � o ��" N a) � -I x caS K NQ ZO O� y, 03 x �o Z� BATHROOM zo �� )-XQ o � x o ^� o a O'; j A 87'-6" + PROPOSED OVERALL BUILDING DEPTHcd 1 d 46 -6 ' " 1 29'-0" 12'-011 a 1 0 9'-0" 11'-611� 9'-0" 1'-61' 9'_0" L'_3�%6" 3'_8" 6" 9'_1" 1�4'1 28'-8" 1 12'-0" l +' U N 27'-4" PROPOSED ADDITION 1 27'-5" EXISTING 20'-10" PROP. ADDT'N 8'-0" PROP. COVERED 1 4@-01' O o PORCH 81-211 Q � o O �61�T 10_8" X_96" MOTORIZED LIGHT 108" X_96" MOTORIZED --•� O.H. GARAGE DOOR O.H. GARAGE DOOR OUTDOOR CL AN-UP OUTDOOR PROVIDE 36" HIGH RAILING AROUND — _�� h + �)) ( ) p� AREA W/WATER SPIGOT SHOWER AREA DECK AREAS(TYPICAL, U.O.N.) (2)2 X 14 LVL HEADER (2)2 X 14 LVL HEADER _., A... O X 12 LVL HEADER c _ { � \ .. BENCH SEAT 6 b b bO b b 2 2 COL. �O �O U O p, COAT HOOKS NEW 2 X 8_DECK JSTS z (p \/ \/ a 16"o.C. BOVE -- 44 t>% 40 0 DESK AREA 93 UP I'. p d O NEW 14" DEEP 6PI JSTS 12"O.C. ABOVE(TYPICAL) W Lu N, N a / NEW EEP GPI JSTS 12"O VE PICAL) � Cry ) a A F U A U] A d a X X — - - - - -- CD -- - I w _ •Nam� ,;o' ;I 1" 1. 0 1" ^ co o �I< 5-4 - 6-431� X Dw SINK 13-1014DW o 1 ai v cc,v, N o o = N \ \ Iwo o x� x,o / N N Z N N N ^ bi bi t7 (] L f� � ui z ZV ZV I dM W EXPAND EXISTING GARAGE ,:"` , ILu 32'-9" x 24'-6" PROP. PROPOSED i z O0 N w 0 o p CLOSET MUDROOM 6DE = COL. O Q 3'-T' x 5'_10 9'-0"x 15'-2" jw < N rl .'moi r: in NEW 2 X 14 LVL RIDGE ABOVE rL, {} uPROPOSED NEW z 7 P Of r 7 Y X� KITCHEN AREA o ° a, / p co = co w 27'-8" x 19'-2" U] E- P4 Y + / N 3 J Q H O V OI 1" w w 1" 1" tD Zw 1" _ I 4-0 -3 � 6-414 13-1014 o ' A 0 N � IT -' Ox O 0% UUXw X - _ \ N d N> N> - y - -/ Hi of OC �-1 •�m �6yJ W coaG •C at OC .i m W OC V OCV = N o N o PROPOSED LAUNDRY X`/D�� Xn, BATHROO 1" CHUTE ABOVE - n a) Ld N NtlV Nv li 7'-1" x 8'-9" O-6 �:� _ u _ Z,v w'? 7 NEW W 18 76 FLUSH STEEL BEAM ABOVE _ COL' ZV u n u u u F 4 321-91' (j 7'-018 4 5 -] � NEW 14" DEEP GPI JSTS @ 12"O.C. ABOVE(TYPICAL) � O z SINK 3110 to 0 - PROP. PROP. WOOD a F ' DECK �' _ LAUNDRY 7'-r' x 44'-0" w N o 5'-8" x 8 - DOWN w .. H 1" 1" � 0 a°') o COL s 3 41 3 I 14 13 10 .� N Lu _ z o O O p O U w O O V NdM O' _I H a N O p H - � w w NEW 6'20 C ABOVESTS_ = m O O -. CL t d F' W ti" w R+ ECK m ao PROPOSED OPENS - W � � 'o - J A CJ o o H x o FRONT PORCH f PROPOSED COL. w COL. 11'-30" x 18'-9" I \ I�CMD a w Lu P4 d o o Q ' NEW 2X 10R.R.dVE = \ C, w w _ O a? (D y r. :� J FAMILY ROOM x W W W U A p �•I O C.J.e�16"O.C. ABOVE N a 27'-8" X 23'-11" N Q Q Q � UP a � � I > < ~ � � � o w p LL 3 LL x a Nio a N LL ro x v OC u O O N O 00 X< Z x N O O pU N p Q' C. �p LL � ) a a < CL U] u m O iC O to M p 0 3 m R � 3 COL. w z o< w - 3 Y atf p N w F Z NEW 2X_8 DECK JSTS w z H p N Z NEW 14" DEEP GPI JSTS e 12"O.C. ABOVE(TYPICAL)_= a 16"O.C. ABOVE Z z + 3 _ N - �O W w o 1" 0 1" O to H O H °; M a z� PROPOSED GRAND FOYER s-414 13-1014 10 z o b �C O 21'-3" x 18'-11" \\ _ co x _ + � ^ o V o � to x In NO m .+ COL. a w 0 aci z COL. � - - I`"I �) p COL. a 'd Cj O a, � a b a �J 16' s� ° b a� NEW 14 X 61 FLU STEEL BEAM OVE dm N o y cj PROP. z O W. I. I *, � a� ,.•., c as CLOSET = b I~ U A (D x N F V a� •O A i0 W N O r m 1" in 1" = o Y z ` 10-914 � 8-1114 = 0 4-10 a, 5-214 z O olo o i N i ., C7 o a Pa b o Al� NEW 14"DEEP GPI JSTS 12"O.C. ABOVE(TYPICAL) i 0 FO+ U] ' �N' 11 NEW 14"DEEP 6PI JSTS a-12" .C.ABOVE(TYPICAL)_= j O G - • p Q z v c NSN 12 0 - - - PROPOSED FAMILY N o q 0 x o Q p PLAY/GAME ROOM m m ° ti .d p w ° cd 1�f 20'-0" x 20'-3" Q < ,� v 0—o y 0 o U) BATH SI i _ , a < w .4-0 A 03 9) 03 '-0" x --d-'-0" m m � _ 4 \ w O J o C NW ui W :0 0 o a� a E- 2 �1, a �C a m N21 u, _' _' _' b GL P. q PROPOSED < - a W Z N N N x x + + X W MASTER BEDROOM #1 m v -5 �/ 4o PROPOSED OUTDOOR 3 3 o �� 14'-0° x 18'-0° W * WOOD DECK a m � ci 6 4 L6 .•. �i< N = 28'-10" x 20'-4" x x z C�0 co 20 = j NEW 14" DEEP GPI JSTS 12" .C.ABOVE(TYPICAL) 3 3 °C x o — 0 1' TOILET '�' 1" 1• 3 m N� 10-414 4-10 5 z z Z V RELOCATE EXISTING STAIRS m 3 = DOWN TO LOWER LEVEL w 0 o � T Y -0- z Y DOWN NEW 2.X-8 DECK JSTS / + _ _NEW 14" DEEP GPI JSTS @ 12"O.C. ABOVE(TYPICAL)_. —e 16" . . ABOVE XNEW W 14 X 38 FLUSH STEEL BEAM ABOVE COL. COL. N W O 12'-8" 3'-0" _ 7'-1" + EXISTING 38'-3" + EXISTING 8'-0" 4'-0" 10 a ��, a o� 151-811 1 14'-6" PROPOSED ADDITION 1 45'-4" + EXISTING 12'-0" PROP. COVERED PORCH Q) a) C\2 Z z 1 O 87'-6" + PROPOSED OVERALL BUILDING DEPTH C) A '-' O 'Tb co cd Lo O U FIRST FLOOR FIRE PROTECTION PLAN ��f, ,, " ' - 0 0 .d. SCALE 1 /4 = 1 -0 SHEET 2 OF 4 ui A co a 121-001 1 38'-3" + PROP. NEW SECOND FLOOR ADDITION 8'-0" COVERED PORCH I_ 0 611 11'-611 J46" 19'-11" l l•j 611 16'-30" 6"1 7'-611 6111 � 41-011 � ;� j U N 36!1-;" X _ X ° AWNING AWNING AWNING a _ p 0 IL PL (2)2 X 12 LVL HEADER COL - 5 %0 ;O a) NO w x PROPOSED WALK-IN CLOSET & NEW 2 X 12 GPI TRUSS JSTS l 12"o c �p DRESSING AREA ABOVE(TYPICAL) 0 0 19'-10" x 10'-0" ^" 0 _ W n '" i y Q o � 1 V o %0 2 > O Y . 1 U `D 1" 1" 1" 1 mm O U 9-11Yi 4-6 5-0 8-5 �o N �' z pq NEW2_X 2 GPI TRUSSJSTS�12�.C_ `✓ v PO ABOVE(TYPICAL) PROPOSED „ 0 MASTER BEDROOM #2 2 c, .. o 1 �1 1 a A E U A U] A d 16 -9 x 24 -4 AFR COL. O so V 1 1 X z z If7 = w N N N ch c ^ Z w m at IL a IL -6 = g N z PRO 6s1.1 MASTER BATHROOO� A X Z �. 13'-10" x 7'-11" �, ° o 3 LAVATORY LAVATORY10 a N U yy H 1n ` Fc ` :, ci LINEN 1 � � 1 ... CLOSET e � � 8-5 PL cjD 4-1 c LINEN ' o o COL. - p vOi CLOSET ' i LAVATORY = s 0) NIH OI """'- —-`.-.,n I 1" ", X 11 N U Z (� M PROPOSED 10- y -4 W = z BATHROOM 0 w \ 13'-10" x 5'-8" MASTER SUITE w I- _ VESTIBULE - H Q • 5'-9" x 11'-11" 3 `� 3 w 3 J N H ul N I Z NEW 2 X 12 GPI TRUSS JSTS 12"O.C. 4 P. E' p ABOVE(TYPICAL) �..� 0 (5 N \ BEDROOM,#3 m 0 16'-9" x 11 -9 D J o PROPOSED coL_ _ L � 10-0 13-9 4-8 5-0 8-5 COVERED DECK a > r, o LU co co c0 r X(� 7'-7" x 64'-10" _ - a G4 _ _ \ _ _ ^ o � o � o > W Fl a� acd oi 0 YY 1 l!I � q O m �' 7 wg,� x � 0- O \Q \ C os N Y. W VJ Er G4 O � b 3 $ o u p a> fY, P,a - - H VT O TRIPLE JOIST BELOW PA ON ABOVE(TYPICAL) Z cd A D O N O z ix Q DO m = Z N N Q w OO 3 oI xwww � caa Y =' > H aca X N X m a CLOSET CLOSET o W z m 8.-5..x 2- 1.. 8'-0"x2'_1' _ - A � N t J p 'z" �O I� > M O u m o n o v= co m 1 1 u O I Xi 101 IL HALLWAY M x °� + NO o ^ o 0 10'-7" x 29'-11" o BEDROOM #4 N 3 I 1" 1" a 1• 16'-9" x 11'-9" p 10-0 13-9 ~ 4-8 as m 4n I O = b W o Iqu EW1-X_U_6PI_TRUSS JSTS Lo 12�s. _ a 1" ri ABOVE(TYPICAL) 1" COL. O U Q �jlei M 5-0 1/ 8-5 G o a co co Z N co T PLE OI TA—] OUND TAIR 1 1 U OP NIING A9OVE(TY CAL) , r o = o x 0 O d Ito 0 — vvp xz Lu N3 M= LL 0 16 < O v �T N3 2= w - P4 o y o v > H b °' O U 5-7 TRIPLE JOIST BELOW PARTITION ABOVE(TYPICAL) - d ►4 (rYP ) a N O c. b d N m O CLOSET CLOSET LINEN y N o x � 6'-o"x 2'-0" 5'-10"x 2'-0" / �' N 0 N U N iz W G4 " as 1 ►Z b A M .d NEW 2 X 12 GPI TRUSS JSTS a 12"O.C. 2- ) O U O ad 1 --ABOVE(TYPICAL) �' U O +' / N2 N N O cd ?•�0 od RN21 . NEW-"I2-GPI-TRUSS35T5-e12'_O.0 _ N A 0 2 ABOVE(TYPICAL) COL. 3 +O''5 O b 3-11� O O a� O. `d m as as Lu F.U] N N C-E (loA0 PROPOSE _ p o A 1 = _ BATHRO _ - o � x iy .O "- o � o 5 -4 z9� i I ^ o E 0 J.— a0i � o .-1 - o o im a cd.0 ti 'd 9-11� 7-9 SINK 5-0 8-5 / \ \ x z = w co 4.3 - C/ V X > a ;° a a E- i, ti BEDROOM #6 BEDROOM #5 10 M J N X o a",y a 4 P4 Lu 14'-2" x 12'-11" 'y 14'-5" x 12'-11" va x 1i 1-4 x x N 0 N rlcQ LU Ic Z _ x s .. CLOS � F-I 2'-0'x 911-�' J %0 p p (2)2 X 12 LVL HEADER COL. DBL HUNGEG A6" I2G' DBL HUNG 11 611 11'-6" 1 ,.611 141-311 4" 51-411 611 2'—0" 4" 14'-6" 6" 40-011 12'—0" l 38'-3" + PROP. NEW SECOND FLOOR ADDITION 1 81-011 COVERED PORCH 1 58'-3" + PROPOSED OVERALL BUILDIN DEPTH C� 2 ND FLOOR U U Q) 0 $_q rn U Q ° Q) z 0 U b �' d x 0 o a� co 0 cd rFt ems, Phot ��,n�i U co -:4 a x SECOND FLOOR FIRE PROTECTION PLAN er y p 0 SCALE 1 /4 = 1 -0 SHEET 3 OF 4 ui cd A 46'-3" + PROP. NEW SECOND FLOOR BELOW INSPECTOR'S Cd LINE OF ROOF OVERHANG BELOW TEST LINE OF ROOF OVERHANG BELOW _ O o LINE OF ERIOR WALL BELOW 4 U 5 : a� a HARDENED HEX HEAD SELF THREADING SCREW o O IS FURNISHED WITH THE HANGER AND IS THE w MINIMUM FASTENER SIZE ACCEPTABLE 00 0 Z N r, r=4 1 a j 1-3 U v r� , O r, O® -�p CONSTRUCT 36" + HIGH KNEE ti CONSTRUCT 36" + HIGH KNEE +' WcatALL AROUND FLOOR AREA O WALL AROUND FLOOR AREA Z P4 � ej ao v P4 W v a� R°• Z r. l W o= 3 o aF U A U2 Cl W w m ex°� Z = o v ' Q Q tY GC �, i aC W N in l` N a O O n � N ly .� +�/ H Z Q �.o N �LU X �"1 W 3 W O WW _a ?c'lJ ULUw LU a g CPVC SINGLE FASTENER STRAP TYPE HANGER I =as H Co o o 10 o J + O LINE OF 7'-0"CLEAR HEAD = Q Z Z U ROOM ATTIC LEVEL so - U 3 L O FIGURE 22 — CPVC HANGER "'Z a M2 �� o �'D I ?, ® 1" BL2 G o Q �, o H a Z< 2 X 12 ROOF RAFTERS 12" O.C. `, u-J 1-3 Z w0 03 \ C {r () 0 A � ;.< �3Q .- qj t ° I~ HARDENED HEX HEAD SELF THREADING SCREW = \ z°o of IS FURNISHED WITH THE HANGER AND IS THE W� �� ROOF2 z w MINIMUM FASTENER SIZE ACCEPTABLE 1" 2 x 12 RAFTERS C� 12 m = 5-1J� N D Q y J 1-i o N w N 3 Zo10 N COJZ �. o h ° 0 An ' .00 0 H 2 X 12 ROOF RA ERS @ 2" O.C. 0 H \ a m E C0 cc W + Q LU 4J Q t L BL3 S > ^' O q ILL qtly 11 3 P.Y p' rn v O � �Ar\ (PROPOSE UN-FINISHED ATTIC W o 0 %. ami a°'i ° a `9l� = rn STORAGE AREA W/ MAXIMUM a�, 0 ° GENERAL CALCULATION NOTES W X~ \ 0 6'-8" HIG CLEAR HEAD ROOM) �ti+ a a o a . � 1-4 , System Hazard Class: RESIDENTIAL-2 HEADS O N� _ �' 1" r ` �' o M a E~ a 9 Y 4-1 r a A 0 0 Maximum Sprinkler Spacing: 16' x 16' 0 x ° Minimum Flow Per Sprinkler: 13.0 gpm 7.0 psi CL - _ o 0 oa ° t °6 O 2 X 14 LVL RIDGE Z � �" s :; ° c, Domestic Hose Allow: 50 gpm o �-+ ) CPVC DOUBLE FASTENER STRAP TYPE HANGER Z -cMv z� N x w w w v A rz Other Hose Allow: 0 gpm �w Sprinkler K Factor: 1/2" 4.9K o N Sprinkler Demand © Base of Riser: 24.038 gpm @ 38.426 psi 3 PROPO D ATTIC AREA + m O® FIGURE 23 — CPVC HANGER Water Flow Info: Static: 50 psi Residual: 44 psi Flow: 1633 gpm '-6" x 21'-0" .o „°�„ " o 1n u °o , �P` (PR OSED FINISHED ATTIC AREA W + in ofti vo XIMUM 7'-0" HIGH CLEAR HEAD ROOM) .p `0 O N= (PROPOSED "WALK- OUT" BALCONY) N O All,P '" j 2 X 14 LVL RIDGE HARDENED HEX HEAD SELF THREADING SCREW `�N ,� �� x' IS FURNISHED WITH THE HANGER AND IS THE x'" +' -0 z9 o 'd MINIMUM FASTENER SIZE ACCEPTABLE `"d `tip o^ a DOWN "' a N3 = I = I c. P4 Ir 77 77 - - - _--_ - --- -- 4- N3 F 'd Z 'd a� � a� a� O 2" 2" Ry U O a a 4-1 8-4 �4 12 3 w 3 � o o d 5-1Y1 2-7 4— CONSTRUCT 2 X 4 FRAMED WALL a LINE OF Y z O ° (D FROM END OF 2 X 12 ROOF ZAFTERS 12" O.C. B R A N C H LI N E D U 7'-a'CLEAR HEAD ROOM @ ATTIC LEVEL �� � � 3 3 Z10 4j U A J (PROPOSED UN-FINISHED ATTIC ? W O STORAGE AREA W/ MAXIMUM +r 3 w w a 0 'd i i N 6'-8" HIGH CLEAR HEAD ROOM) i Yt� - °D 0° p �' ti ", 4j SMOOTH BORE Q co lti� ° 3 Q Z ° CC � O TEST VALVE IN CORROSION RESISTANT �°� Q 3 cc 0 a READILY ACCESSIBLE OUTLET GIVING FLOW o ���� "lam F Z o o tN C x t EQUIVALENT TO ONE _ �° < z" 0 w ,- �� ° A LOCATION °o ti�+ o Q o o r. , x SPRINKLER 10 CPVC DOUBLE FASTENER STRAP TYPE HANGER o ` 0 o `� 0 0 O 3— A j X Z a a H a, a w o C; ® FIGURE 24 — PVC HANGER 45° GALV. N x x ELBOW NOTE- PRnVTnF W/ FI 111 THICK -X-4 Note: not less than 4ft. (1.2m) of exposed test pipe In warm room FRAMED WALLS AROUND FINISHED beyond valve when pipe extends through wall to outside. ACE-&-STAIR-ENCLOSURE WET TEST CONNECTION (PER NFPA 13) __ IOR WALL BELOW LINE OF E RIOR-WALL_BELOW LINE OF ROOF OVERHANG BELOW LINE OF ROOF OVERHANG BELOW 121-011 46'-3" + PROP. NEW SECOND FLOOR BELOW � I I cu (Z o rn a >- N C\2 >-, fx a) U') Z o a� z � o ATTIC FIRE PROTECTION PLAN � o Cd Ou 0—�SCALE 1 4" = 1 ' —0 �,.:,..,. Cd x may",,..*"'_..,.._-.'°"= ti'a, al,� '{..� �i s SHEET 4 OF 4 Rev ion Date January 15, 2016 February 15, 2016 Nine 112 3. 2 0 16 1 ® i WINDOWS & DOORS See the Difference Quality Makes' I Air-Water-Structural Test Reports Manual for Ultra, Heritage and Classic Series wood windows & doors I r':`-: t „�s, li�gi,a�p� •�S * ems ssi#au KOLBE&KOLBE MILLWORK CO., INC. 1323 S. 11th Ave. Wausau,WI 54401 715 842.5666 www.kolbe-kolbe.com Indicates test reports entered on current revision date Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 Page 2 of 84 TABLE OF CONTENTS Descnotion Summary Page(s) Comments,How to Use this Manual 44=8 Product Performance Information 9-10 Mulling Information 11 Transom Designations 12 Heritage/Classic Series Products Casement 13 Push Out Casement 14-15 Awning 16 Push Out Awning 16 Casement&Awning Mulled Assemblies 1717=19 Inswmg Casement 20 French Casement 20 Push Out French Casement 20 DH,SH 21 Malesta0 DH&SH 22 Double Hung Mulled Assemblies 2324 Old World Classic DH 25 Slider 25 Insuring Doors&Sidelites _26 Inswing Door Mulled Assemblies 26 Sliding Doors&Sidelites&Mulled Assemblies 2727=28 Manor Outswing Doors&Sidelites&Mulled Assemblies 292930 Fixed,Transom&Studio 31-33 HVHZ Heritage Series Manor Outswing Doors&Sideldes&Mulled Assemblies 3434 37 Fixed Transoms 37 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 Page 3 of 84 TABLE OF CONTENTS Description Summary Pape(s) URra Series Products Casement 38-41 Push Out Casement 42-45 Awning 46 Push Out Awning 46 Casement&Awning Mulled Assemblies 47-48 Inswing Casement 49 French Casement 49 Push Out French Casement 49 DH 5D-51 Maiesta0 DH&SH 52 DH Mulled Assemblies 53-54 Pocket DH 55 Slider 55 Inswing Doors&Sidelites&Mulled Assemblies 56-57 Sliding Doors&Sidelites&Mulled Assemblies 58-60 Terra Span 61 Folding Door 62 Mulhslide Door 62 Fiberglass Inswing Doors&Transoms 63 Manor Outswing Doors&Sidelites&Mulled Assemblies 64-67 Fixed,Transom&Studio 68-71 Tilt Tum 71 HVHZ Ultra Senes Casement 72 Push Out Casement _73 Awning _74 Casement&Awning Mulled Assemblies 74 DH 75 Manor Outswing Doors 76-79 Fixea,Transom&Studio 80-82 Magnum Senes Products Magnum DH&SH&Studio&Mulled Assemblies 83 Ultra Magnum SH&Studio&Mulled Assemblies 84 8 1� � �v 8 8 L ' �:� �. Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 Page 4 of 84 Comments: 1.Manual's revision date is at upper right hand comer of each page Check the Kolbe website to be sure of the latest revision 1st Column 2.1st column shows a sketch of the test unit or combination assembly.A bold line between units indicates a reinforcing mull A normal line between units indicates a combination mull See Mulling Information page for explanations.A sketch that's shaded in red indicates the unit's certification has expired,and is currently being recertified This will be accompanied by the"(&symbol 2nd Column 3.Descnphon-Include most of the pertinent descriptions along with the 1st column figure and 3rd column rating frame sizes zeros in on the particular test product 4.Glazing-Generally a gateway AWS test of single glazed also qualifies IG But a gateway AWS test of IG does not qualify single glaze Performance divided lite is accepted as equivalent to onehte Cutlite are generally not tested for AWS ratings because divider patterns vary,dividers maybe either KSF or stacked and dividers have different widths&depths 5.Impact Glazing-Generally only the particular glazing construction tested is qualified. See Glass Information page 3rd Column 6.Contains the performance ratmg(s) USA air-water-structural ratings are per 101A.S.21NAFS-02',1014 S 21A440-05',101 A.S IA440-08'and 101A S.2IA440-11' A key is on page 8 See report for revision of standard used 7.May contain Canadian ratings for windows per CSA A440-00',which may look like A2,92,C3 See page 12. 8.May contain results of impact-pressure cycling tests per ASTM E1886&E1996 These standards are revised almost every year See report for revision of standard used 9.Impact tests will have a rating like IPD3,which means impact,missile D,wind zone 3.See Jami Glass Codes page. 4th Column 11.Air leakage is usually tested and reported 3 ways,+1 56psf 101A S 2 only requires 1.56 psf infiltration for USA and has a 0 3 cfm/t2 maximum limit for the products Kolbe makes There are Canadian ratings for better air lightness(A2,A3,fixed) Which are reflected in the 3rd column Canadian ratings 5th Column 12.Water tests are usually done at the highest air pressure the test will sustain without leakage This can be no less than 15 percent of overall design pressure rating Thus,water test can limit the+rating of a high structural performing product,so equivalent DP is listed 6th Column 13.Structural tests must be at least 15 x the overall design pressure rating Since codes often specify higher-pressures than+pressures on buildings, the+and-structural tests may differ but the lowest determines the structural portion of rating 14.Impact test entries may use this column to list the CWPL(cyclic wind pressure load),which is the+and-DP used as basis for wind pressure cycling after the impact 7th Column 15.This entry contains test date&the report number If this was not a gateway test,an associated gateway test report is listed The numbers highlighted in blue are links to actual test report The numbers highlighted in peach are links to the TDI evaluations. The items highlighted in yellow are Impact units. 3;5 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 Page 5 of 84 Comments continued: 8th Column 16.Hallmark certification number and expiration date come first,9 applicable If no expiration date refer to column 12 9th Column 17.Texas departmentof Insurance numbers come second,if applicable(DR-)(WIN-) 10th Column 18 Florida statewide approval number comes third,if applicable(FL#). 11th Column 19.High Velocity Hurricane Zone Certification if applicable 12th Column 20.Miami Dade County approval numbers and expiration dates are listed here Miscellaneous 21.Sliding Patio Doors-separate tests are required for 2 wide,3 wide(really 2 wide mulled next to a Single Fixed Door),and 4 wide Thus,a 3 wide test can qualify both 3 wide and 2 wide 22.Side Hinged Doors-a 2 wide French Door qualifies itself and a 1 wide active door.A 2 wide stationary/active qualifies itself,1 wide fixed,1 wide active Thus,a test of a 2 wide French with a Sidelight and Fixed Door with 4 Transoms above qualifies many units,mulls and combinations 23.Mulls can be qualified three ways per AAMA 450 A)Tested as part of a combination assembly,B)Benched tested as a simply supported beam,C)Designed by calculations based upon building code referenced design standard. 24.Installation-these tests qualify the units and combination assemblies not the installation Field installations-A)perimeter Flashing and sealing and B.)structural anchorage will usually differ See Kolbe's installation instructions on the website 25.Energy.Acoustic ratings are in separate manuals on the website 26.Special species of lumber,especially exotic hardwoods do not always have the same glue bond,preservative and water repellency,sealant adhesion and paint adhesion as Kolbe's standard western pine softwood Thus,air-water-structural and impact performance maybe affected All wood is Kolbe's western pine unless otherwise specified 27.Heritage wood test units with performance ratings cover roll-form clad,clad profile and vice versa. This applies to all SP,HP,and IP units 28.Testing of standard performance gateway size,will cover high performance of the same product of any size Don't need gateway for both standard performance and high performance versions of the unit 29.All IG is 718"nominal unless otherwise specified 30.Any fixed unit tested in one orientation is qualified in a different onentation(Example-Test size of 96 x 60 also qualifies a 60 x 96) This applies to SP,HP,&IP products 31.Testing a given width and thickness of solid stiles and rails,covers products with wider and/or thicker solid stiles and rails,provided that construction details are consistent.This is for Air,Water,Structural and Impact tested products 32.On Ultra Outswing impact rated doors with raised panel option,interior V-groove raised panel is also qualified 33.Raised panels are available on Ultra Inswing&Outswnng 175"and 2 25,Heritage Outsvnng 2 25"doors,both impact&non-impact and Ultra 1.75"Folding door Designs are subject to the following guidelines-maximum raised panel height is 62",maximum mid/cross rail length is 28-118" Doors are also available wla full raised panel design(no glass)provided the raised panel&mid rail sizes do not exceed the guidelines listed Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 Page 6 of 84 Comments Continued: 34.Do rectangular shaped test units qualify radius shapes9 Fixed rectangular unit tested 0 usually qualifies radius and geometric Yes Operating Double Hung rectangular unit tested 0 usually qualifies radius and geometnc Fixed Door and Sidelight rectangular tested 0 usually qualifies radius and geometric No Operating Casement rectangular test O does not qualify radius Operating Side Hinge Door rectangular test 0 does not qualify radius 35.Impact units with an IPD4 rating qualify IPD3,IPC2,and IPC1 levels of protection Impact units with an IPD3 rating qualify IPC2 and IPC1 levels of protection 36.Special Species-If a unit is made of pine,then if requested with a special species it is available as long as the density is greater than that of pine A If a unit is made with a maple sash,then if requested with a special species it is available with a special species veneer to the interior only 37.Simulated dividers on impact products ♦ If an impact product has Single Glaze Lami,PDL is available,an aluminum bar is taped to#1 surface and a wood bar is taped to the#2 surface. ♦ If an impact product has Insulating Glass,PDL is available,an aluminum bar is taped to#1 surface and a wood bar is taped to the#4 surface Also an additional optional bar between the glass is available,which is intermittently taped to#3 surface The#3 surface tape is to minimize the chance of ratting. ♦If an impact product has insulating glass and has no bars taped to#1 surface,GIA(Grill-In-Airspace)is not available This is because the tape on#3 surface aesthetically not acceptable and without tape,the ratting problems are not acceptable. 38.Ovalo glazing beads are not available on Impact rated units. 39.Spread mulls with wood blocking,wood mull stiffeners,or 1/4"steel mull stiffeners are only available on Ultra Products,Heritage wood BM Products,Magnum Wood Products and Ultra Magnum Products 40.Ultra/Clad/Heritage Manor Doors are not rated for a Fixed/Fixed panel in one Frame 41.Side Hinged Doors-are permitted by IBC-2006 and IRC-2006 to be non-impact qualified either A) Per 101/1 S 2IA440.05 which includes air,water,structural,forced entry,latching force,and supplementary tests or B) Per ASTM E330,a structural test only. Be aware that structural only qualifications,implies possible lesser air,water,forced entry,latching force performance. likewise,switching to a handicap sill often reduces aside hinged door qualification to structural only 42.The 407 Garden-Aire is qualified/certified by the current 306 or 05 Garden-Aire testing for AWS and Impact 43.Certification of AWS or Impact Sterling Double Hung qualify an AWS or Impact Sterling Single Hung. 44.Cottage style and reverse-cottage style Double Hung windows are covered by testing of Double Hung windows with equal glass sizes,provided that the tested glass size is not exceeded 45.Sapele and Mahogany are a qualified substitute for Hard Maple,obtaining the same impact unit ratings obtained with Hard Maple sash cores. 46.Fixed Casement tests qualify stationary Casements of equal or smaller size This applies to SP,HP,&IP products 47.A gateway AWS test consisting of dual pane glazing also qualifies product glazed with triple Dane glazing Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 Page 7 of 84 Laminated Glass Codes Single Glaze. Glass Weight PSF Glass Callouts: Lami 1/A4 3 9 mm Ann .030"PVB 3 9 mm Ann 4 094 Ann=Annealed Lami 71A1 2 7 mm Ann 030"PVB 2.7 mm Ann 2.846 HS=Heat Strengthened Lanni 81 A2 3.1 mm Ann.090"PVB 31 mm Ann 3 675 T =Tempered Lami 101C2 31 mmAnn .090"SGP 3 1 mm Ann 3675 Lami 111 B3 3 9 mm Ann 090"PVB w/007"PET 3 9 mm Ann 4 429 Lanni 121 B4 4 7 mm Ann .090"PVB w/007"PET 4.7 mm Ann 5 230 Spacer Callouts: Lami 13/B5 5 7 mm Ann 090"PVB w/.007"PET 5 7 mm Ann 6 249 , SS=Stainless Steel Spacer Lami 14/C5 5 7 mm Ann 090"SGP 5 7mm Ann 6 249 AS=Aluminum Spacer Lami 15 5 7mm Ann 075"STM 5.7 mm Ann 6165 Lami 16 3 9 mm Ann 075'STM 3 9 mm Ann 4.345 Lami 17l C3 3 9 mm Ann 090"SGP 3 9 mm Ann 4 429 Abbreviation Key: Lamr 18/C8 5 7mm HS 090"SGP 5 7 mm HS 6.249 XX-iooaX.XX =AAMA/WDMA Report Lamr 191 B2 31 mm Ann 090"PVB w/007"PET 31 mm Ann 3 675 Dade County NOA insulating t34V4)U{X}C =HVHZ Engineering Drawnngs Lami 201 Al 31 mm Ann- 13 0 mm SS-2 7 mm Ann.030"PVB 2 7 mm Ann 4 432 C W P L =Cyclic Wind Pressure Loading Lamr 21!C3 31 mm Ann-8 0 mm SS-3 9 mm Ann 090"SGP 3 9 mm Ann 6 015 Lamr22/C3 31 mmT -B.OmmSS-39mmAnn.090"SGP39mmAnn 6015 Lami 24/C3 39mmAnn-8.0 mm SS-39 mm Ann 090"SGP 3 9 mm Ann 6392 Lam!25l B3 31 mm Ann-8 0 mm SS-3 9 mm Ann.090"PVB w/007"PET 3 9 mm Ann 6.015 Lamr 271 C3 39mmT-80 mm SS-3.9 mm Ann.090"SGP 3 9 mm Ann 6550 Jami 281 B2 31 mm Ann-9 8 mm SS-31 mm Ann.090"PVB w/OOTPET 31 mm Ann 5 419 Lami 29 31 mm Ann-9 0 mm Intercept-3.1 mm Ann 060"PVB w1.015"PET 3.1 mm Ann 5 261 Lami 30 31 mm Ann-9.0 mm Super Spacer-31 mm Ann 060"PVB wl.015"PET 31 mm Ann 5 261 Lami 31 3 9 mm T-9 0 mm Super Spacer-3.9 mm Ann 060"PVB wl.015"PET 3 9 mm Ann 6.392 Lami 32 3.1 mmA-90mmSuperSpacer-39mmAnn 075"STM 39mmAnn 5931 Lami 33 57mmT-98 mm Super Spacer-57mmHS 07FSTM5.7mmHS 9.038 Lami 341C8 57mmT-98 mm SS-57 mm HS.090"SGP 5 7 mm HS 9122 Lami 351A3 39mmT-11.5mmSS-39mmAnn-090PVB-39mmAnn 6392 Lam!36IA2 31 mm Ann 090"PVB31mm Ann-9.8mmSS-3.1 mm Ann 5.261 Lami 37IC3 39 mm Ann.090"SGP 3 9 mm Ann-9.8 mm SS-39 mm Ann 6392 Lanni 381 C7 47 mm T-9.8 mm SS-4 7 mm HS.090"SGP 4 7 mm HS 7596 Lami 401C3 31 mmT-B.0mmSS-39mmAnn-8.0mmSS-39mmAnn.090'SGP3.9mmAnn 8.300 Lami411B2 31 mm Ann-9.8mm SS-31 mm Ann-9.8mm SS-31 mm Ann 090"PVB w/007"PET 31 mm. 7161 Larm421B2 31 mmT-98 mm SS-31 mm Ann 090"PVBw/OO7"PET31Ann 5419 Lanni 431 DI 3.9mm Ann-16 Omm SS-5 7mm Ann.060"SAFLEX AC Acoustical SOUND CONTROL 5 7mm Ar 8.044 Lamr 441 C5 5 7mm T-9.8mm SS-5 7mm Ann 090"SGP 5 7mm Ann 9122 Lamr45/C3 39mmT-115mmSS-39 mm Ann.090"SGP 3 9 mm Ann 6932 Lami46/C3 39 mm Ann 090"SGP 3 9 mm Ann-9.8 mm SS-57 mm Ann 7302 Lamr 471 C3 39mmT-80 mm SS-3.9 mmHS.090"SGP 39 mm HS 6550 Lamr48IC4 4 7 mm T-9 8 mm SS-4.7 mm Ann 090"SGP 4.7 mm Ann 7596 Lamr60lC3 39mmAnn.090"SGP39mmAnn-B.00mmSS-31mmAnn 6015 Lam!611C3 39mmAnn.090"SGP39mmAnn-80mmSS-31mmT 6.015 Lamr62/A5 31 mm Ann.030"PVB 3 1 mm Ann-12.Omm SS-3 1 mm Ann 4.926 Lami 63/C3 39mmAnn 090"SGP3.9mmAnn-80mmSS-3.9mmAnn 6392 Lamr64/B3 39mmAnn.090"PVBw/.007"PET39mmAnn-80mmSS-31mmAnn 6015 Lamr65/C3 39mmAnn 090"SGP3.9mm Ann-B.OmmSS-39mmT 6550 Lamr 661 B2 31mmAnn 090"PVBw/.007"PET31mmAnn-98mm SS-31mmAnn 5419 Lamr67IC8 57mm HS 090"SGP5.7mm HS-9.8mm SS-5 7mm T 9.122 Lamr 681 C7 4 7mm HS 090"SGP 4 7mm HS-9.8mm SS-4 7 mm T 7.596 Lamr 691 B2 3.1 mm Ann.090"PVB wl 007"PET 3.1 mm Ann-9.8mm SS-3 1 mm T 5.419 Lam!70lC5 5.7mm Ann.090"SGP 5 7mm Ann-9 8mm SS-5 7mm T 9122 J v ? v� Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 Page 8 of 84 Performance Options Wind Zone Levels AP=Alternate Performance All wind speeds are 3-second gust SP=Standard Performance Wind Zone 1 110 mph<Wind Speed<120 mph MP=Modified Performance Wind Zone 2 120 mph<Wind Speed<130 mph HP=High Performance Wind Zone 3 130 mph<Wind Speed<140 mph IPC2=Impact Performance,4 5#Missile C,Wind Zone 2 or less Or 120 mph<Wind Speed<140 mph IPD3=Impact Performance,9#Missile D,Wind Zone 3 or less and<1 mile from coastline IPD4=Impact Performance,9#Missile D,Wind Zone 4 or less jWindZone4 140 mph<Wind Speed HVNZ NP a High Vohoal4y ftnicmte Zwe Non Impact Ultra Series Product Codes Millimeter to Inch Conversion:mm=millimeters EE=Extruded Aluminum Frame with Extruded Aluminum Sash 24 mm = 094'=3/32" ER=Extruded Aluminum Frame with Roll Form Sash 2.7 mm = 106"=3/32" EW=Extruded Aluminum Frame with Wood Sash 31 mm = .122"=1/8" Direct Set Product Serres 3 9 mm = .153"=5/32" E_=Extruded Aluminum Frame with no Sash 4 7 mm = 185'=3/16" R_=Clad Rall Forth Frame with no Sash 5.7 mm = 224"=1/4" VIL=Wood Frame with no Sash Heritage Series Product Codes WW=Wood Frame with Wood Sash TDI k_ =Texas Department of Insurance WE-Wood Frame with Extruded Aluminum Sash with a link to TDI approval(PDF version) RR-Roll form Aluminum Frame with Roll form Aluminum Sash in Process(KOLBE)=Product application is being prepared for RW=Roll form Aluminum Frame with Wood Sash submittal to TDI Pending=TDI Evaluation Report letter Submitted= Product applicabon has been submitted to TDI FL# =Florida Product approval number lAlso can find these at htIp/Avww tdi state tx us In Process(KOLBE)=Product application is being prepared for submittal to the FBC Pending FBC Approval=Product application has been submitted Unit Callout Abbreviations and is currently being reviewed by the FBC DH=Double Hung For approvals go to h /hvww.flondabuilding org ISH=Single Hun Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 Page 9 of 84 PRODUCT PERFORMANCE INFORMATION Performance Class Performance Grade or(Design Pressure Year of Standard Referenced In Product Types R= Residential R= 15minimum 05,'08,'11 LC= Li ht Commercial LC= 25 minimum AAMA/WDMA/CSA 101/1 S 2/A440 CW= Commercial CW= 30 minimum AW=Architectural AW=40 minimum '05 '08 11 AP AP AP Awning,hopper,projected window ATD ATD ATD Architectural terrace door BW BW BW Basement window C C C Casement window Examples of'05 test standard DASHD DASHD DASHD Dual-action side-hinged door C-R50 914mmx1829mm(361nx721n) DAW DAW DAW Dual action window C=Product Type (Casement) FD FD FD Fixed door R=Performance Class (Residential) FW FW FW Fixed window 50=Performance Grade (Design Pressure=50 psf) GH GH GH Greenhouse window H H H Hung window H•LC25 1156mmx2043mm(45.50inx80.441n) HE HE HE Hinged rescue window H=Product Type (Hung) HP HP HP Horizontally pivoted window LC= Performance Class (Light Commercial) HS HS HS Horizontal sliding window 25=Performance Grade (Design Pressure=25psf) J J J Jalousie window JA JA JA Jai-awning window LW DASHD LW DASHD LW DASHD Limited water dual-action side-hinged door Exam lesof'08&'11 teststandard• LW SHD LW SHD LW SHD Limited water side-hinged door Class LC-PG55-Sizetested914x1829mm(36x72in)-C MA Mullion assembly LC= Performance Class (Light Commercial) POW Parallel opening window 55= Performance Grade (Design Pressure=55 psf) R W R W R oof window C=Product Type (Casement) RWG Roof window-glass glazed R W P Roof window-plastic glazed SD SD SD Sliding door SHD SHD SHD Side-hinged door SHW SHW SHW Side hinged(inswing)window Standard Year Requirements: SKG SKG SKG Skylight-glass glazed SKP SKP SKP Skylight-plastic glazed 101A S 2/A440205(metric)primary requires frame vndth x height,to be listed to S LT SILT S LT Sid elite the nearest millimeter Optional frame size to be rounded to the nearest inch,may SID SP SID Specialty product SSP Secondary storm product TA TA TA Tropical awning window TDD Tubular daylighting device 101A.S 2/A440208 requires listing the performance class,then the performance TDDCC Tubulardaylightingdevice-closedceiling grade or design pressure,then the frame widthxheight inmmfirst and inches second TDDOC Tubulardaylightingdevice-open ceding and then the product type listed last T T T Top hinged window TR TR TR Transom 1011I.S 21A44D-'11 requires listing the performance class,then the performance VP VP VP Vertically pivoted window grade or design pressure,then the frame vndthxheight Inmmfirst and inches second VS VS VS Vertical sliding window and then the product type listed last Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 Page 10 of 84 PRODUCT PERFORMANCE INFORMATION Product Types Year of Standard Referenced In Performance Class Performance Grade or(Design Pressure '05,'08,11 R= Residential R= 15 minimum 05,'088'11 WINDOWS LC= Li htCommeroial LC= 25 minimum AP Awning,hopper,projected window C= Commercial C= 30 minimum BW Basement window CW= Commercial CW= 30 minimum C Casement window HC= Heavy Commercial HC= 40 minimum DAW Dual-action window AW=Architectural AW=40 minimum FW Fixed window GH Greenhouse window H Hung window HE Hinged rescue window Exam les of'05 test standard HP Horizontally pivoted window C-R50 914mm x 1829mm(361n x 72in) HS Horizontally sliding window C=Product Type (Casement) J Jalousie window R=Performance Class (Residential) JA Jal-awning window 50= Performance Grade (Design Pressure=50 psf) RW Roof window SHW Side-hinged(inswing)window H-LC25 1156mm x 2043mm(45.50rn x 80.44m) SKG Skylight unit-glass glazed H=Product Type (Hung) SKP Skylightumt-plastic glazed LC= Performance Class (Light Commercial) SP Specialty product 25=Performance Grade (Design Pressure=25 psf) TA Tropical awning window TH Top-hinged window TR Transom I Examples of'08 8'11 test standard- VP Vertically pivoted window Class LC-PG55-Size tested 914 x 1829mm(36x72 in)-C VS Vertical sliding window LC=Performance Class (Light Commercial) 55= Performance Grade (Design Pressure=55 psi) DOORS C= Product Type (Casement) ATD Architectural Terrace door DASHD Dual-action side-hinged door DAHGD DAHGD Dual-action hinged glass doors FD Fixed door HGD HGD Hinged glass doors Standard Year Requirements- LW DASHD Limited water dual-action side-hinged door LW SHD Limited water side-hinged door 101A S.21A440205(metric)primary requires frame width x height,to be listed to SD Sliding door the nearest millimeter. Optional frame size to be rounded to the nearest inch,may SGD SGD Sliding glass door follow in parentheses 0 Kolbe often list optional frame size to the nearest hundredth SHD Side-hinged door of an inch SLT Side lite 101A.S 21A440208 requires listing the performance class,then the performance grade or design pressure,then the frame width x height in mm first and inches second and then the product type listed last 101A S 21A440-'11 requires listing the performance class,then the performance grade or design pressure,then the frame width x height in mm first and inches second and then the product type listed last Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 Page 11 of 84 MULLING INFORMATION Individual Unit Composite Unit Integral Mull(1-Piece Mull Post) Combination Assembly Combination Assembly Combination Mull(2-Piece) Combination Mull(2-Piece) Combination Assembly Combination Assembly Reinforcing Mull(3-Piece) Reinforcing Mull(3-Piece) Wood,Alum,Steel,etc Mull Stiffener Wood,Alum,Steel,etc.Mull Stiffener Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 Page 12 of 84 TRANSOM DESIGNATIONS 1.This section applies to Air Water Structural impact and cycling testing. Unit tested does qualify other units for standard performance,high performance, and Impact performance rating. 2 This section will explain which transoms are tested,as well as which transoms are qualified under these test units, 3 The first row will be the old transom callouts and the second row(red)will be the new callouts Ultra Series Transoms Units Tested Units Qualified UDHDS UCDS UODS USDS ;UED1 D; (UEC21): (UEO1 Di URDHSS UMDSS USPSS URMDSS URSPSS .L=DS_1e"21 iUECIE1612.) (UEt':'Pi i12) (UEC2E1336) ;v;-7 2E1637) UCSS UDH134 LD1RI2 F) U10134 (UES1Z-1612; URID134 l(C6 IR;US, UEOZD O-)S) Hentaae Series Transoms Units Tested Units Qualified CRCSS URCSS (UFCl,-18("A) CCDS CPWCDS CPWCDSw/CPC-1 (i,RC20' (lir C2J (HPC 29i WCDS ;i-°V'fC.rLi[l mCi SDI WDH134 CDH134 CPDH134 CP134SS W134SS vdD 4�i.`'„)e1 (i1FC1`.,iM3) (f'FD1W1358'. (# (# 1Ytr'658) WDH134B -4VC2CI858B)Rad vs j WC21D13583)Rectangle WDHDS CPDHDS (t;,i,11 P) (Hr 11 C) WMDSS CPMDSS WSPSS t tC2'r i8-6.Rad.ua (HR�21041856) (H1�C61i.i'Dn) (PM20Vi 358)Rectangle Hentaae Series Transoms Units Tested Units Qualified CMDSS CSPSS C134SS (t RDiR1E73) (HRC2R170D) (HRD1R1873; WCSS CPWCSS CPWCSSW/CPG1 CCSS kt+t'C'',1DC) (HPCi..• 033) (Hf-'-'IW1CCD; (HRC`RID-13` Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 13 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sae W x H Air Water Structural Report# Expiration TDI# FL# HVHZ# Dade NOA HeritageTraditional Oper Casement LC-PG50 914 x 1829(-36 00 x 72 00)C'l1 <0 01 cfm/fl° 50 x50 2/62012 413-H-1186 02 6lrrli't.»157i2 FL 10562('14) No No SP,12 Circle Top,WW LGPG50 914 x 1829(36 00 x 72 00)C'08 .1 57psf 7 52psf x7519psf WA 413-H-1186 03 Oridde,IG,3/32'Ann-3/32'Ann 16W 4cycles ATI 2/62022 Multi Point Lock/Tn Euro Hinges A3 86762 R&D 11183 LC-PG2400 Pa 914mm x 1829mm C A3 360 Pa x2400 Pa Classic Oper Casement CW-PG65 914 x 1829(36 00 x 72 00)C'08 0 05chw 65 65-70 6282011 413-H-1167 00 MLS ti.lf}2 , FL 11002('14) No No HP,RR C C65 914 x 1829(36 00 x 72 00)'05 .157psf 9 75psf +97 50psf WA 413-H-1167 01 Onelmte,SG,5/32'HS 18 000' 4 cycles -105 00psf Stork 6282019 Ash 3 Mull,Point Lock l Composite Hinges A3 TC7OO7121P-11094 R&D 11073 CW-PG3120 Pe 914mm x 1829mm C A3 470 Pa +3120 Pe -3360 Pa Hentage Oper Casement CW-PG65 914 x 1829(36 00 x 72 00)C'11 0 09cfnvw 65 ±65 4/182014 413-H-1084 06 Submitted FL 17289('14) No No HP,WW C-C65 914 x 1829(36 00 x 72 00)'08 -157psf 9 82psf x97 74psf WA 413-H-1084 07 Onelite,IG,3/16°Ann-3/16'Ann 18 00w 4 cycles ATI 4/182022 Ash 3 Multi Point Lock I Composite Hinges A3 C97bb 01-(xt)L- 1 R&D 13060 CW-PG3120 Pa 914mm x 1829mm C A3 470 Pa x3120 Pa Heritage Oper Casement CW-PG65 914 x 1829(36 00 x 72 00)C'11 <0 01 cfmlft' 65 65-70 3/112013 413 H-1244 00 L13I,,,,,,-NF', FL 12452(14) No No IPD4,WW(Maple Sash) CW-PG65 914 x 1829(36 00 x 72 00)C'08 .157psf 9 82psf ,97 74psf WA 413 H-1244 01 Onelds,IG,Lamm 21 18 00ft' 4 cycles -105 26psf Element 413-H-1244 02 Ash 3 Mulb Point Lock/Tn Euro Hinges A3,B4,C5,C5 C W P L ESPDI2812P-1396 413-H-1244 03 R&D 12203 +65 00psf 3/112017 -70 00psf CW-PG3120 Pa 914mm x 1829mm C A3 470 Pa .3120 Pa -3360 Pa IPO4 Hentage Oper Casement CW-PG65 914 x 1829(36 00 x 72 00)C'l l 4 01 cONf. 65 -65-70 3/112013 413-H-1244 04 )N,'N 423, FL 12452('14) No No _— IPD4,WW(Maple Sash) CW-PG65 914 x 1829(36 00 x 72 00)C'08 «157psf 9 82psf 47 74psf WA 413-H-1244 05 Onelite,IG,Lamm 22 18 000' 4 cycles -105 26psf Element 413-H-1244 06 Ash 3 Multi Point Lock/Tri Euro Hmges A3,B4,C5,C5 C W P L ESPE)121i12P 1396 413-H-1244 07 R&D 12204 '65 00psf 3/112017 -70 00pst CW-PG3120 Pa 914mm x 1829mm C A3 470 Pa .3120 Pa -3360 Pa IPD4 IBM Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 14 of 94 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Descnnhon Boz Size W x H Air Water Structural Report Exouehon TDI# FL-# HVHZ# Dade NOA Hentage Push Out Casement CW PG50 914 x 1829(36 00 x 72 00)C'11 011,1,IWS0 +50 55 3212014 413-H-1084 02 Submitted FL 17289('14) No SP CW-PG550 914 x 1829(36 00 x 72 00)C'08 .157psf 7 52psf +7519psf WA 413-H-1084 03 No Oneltte,IG,5132'Ann-5132"Ann 180off 4cycles -8271psf Element 3272022 Single Point Lock I Fine on Hinge A3,B3,C5,C3 'ESPO15866P-1317 FDIR&D 13224 CW-PG2400 Pe 914mm x 1829mm C A3 360 Pa +2400 Pe -2640 Pe Hentage Push Out Casement CW-PG55914 x 1829(36 00 x 72 00)C'11 004dMft' 55 +55-60 3212014 413-H-108404 Submitted FL 17289('14) No No SP CW-PG55 914 x 1829(36 00 x 72 00)C'08 +1 57psf 8 35psf .82 71psf WA 413-H-1084 05 Onelde,IG,5/32'Ann-5132'Ann 18(101FF 4cycles -9023psf Element 3272022 Muth Point Lock/Fnchon Hinge A3,B3,C5,C5 E,SP013867P-1518 R&D 13225 CW-PG2640 Pe 914mm x 1829mm C A3 400 Pa +2640 Pa -2880 Pa Hentage Push Out Casement LG-PG35 914 x 1829(-36 00 x 72 00)C'11 013ckrdW 40 x35 3232012 413-H-1195 02 Sh'1£+t�78S FL 10562('14) No No INISP,12'Cucle Top,WW LG-PG35 914 x 1829(36 00 x 72 00)C'08 A 6paf 6 06psf x52 63paf NIA 413-H-119503 iziOneLte,IG,1/8'Ann-1/8'Ann 17038' 4cycles Quest 3232022 (2)Single Point Lock/Tn Euro Hinges A2,A2,B2,C5,C2 -L?C�T"12-25"i6 O1 R&D 11157 LGPG1680 Pa 914mm x 1829mm C A2 290 Pa x1680 Pe Hentege Push Out Casement LC PG35 914 x 1829(-36 x 72)C'11 0 01c1m18' 50 x35 7232012 413-H-1217 02 FL 10562('14) No No SP.1/4 Circle,WW LC-PG35 914 x 1829(36 00 x 72 00)C'08 +1 57psf 7 52psf x52 63psf NIA 413 H-1217 03 Onehte,IG,1/8'Ann-1/8'Ann 1607f2 4cycles Quest 7232022 (2)Single Point Lock ITn Eum Hinges A3,A3,B3,C4,C2 QCM 2-2472 01 R&D 11155 LG-PG1680 Pe 914mm x 1829mm C Al 360 Pa x1680 Pa Hentage Push Out Casement LC-PG45 914 x 1829(-36 00 x 72 00)C'11 0 01cfm18' 60 x45 2222011 413-H-1185 02 %M,`-789 FL 10562('14) No No SP,1/4 Cucle,WW LC-PG45 914 x 1829(36 00 x 72 00)C'08 +1 57psf 7 52psf x67 67psf NfA 413-H-1185 03 Onelde,IG,118'Ann-1/8'Ann 1607f' 4cycles Ouast 2222022 Multi Point Lock/Tn Eum Hinges A3,A3,B3,C5,C3 (ICT)2-241,4 01 R&D 11156 LC-PG2160 Pa 914mm x 1829mm C A3 360 Pa x2160 Pe Hentatge Push Out Casement LC-PG40 914 x 1829(-36 00 x 72 00)C'11 i0 0lcfnvft' 50 x40 3232012 413-H-1196 02 ih li•*-789 FL 10562('14) No No SP,Segment Head,WW LGPG40 914 x 1829(36 00 x 72 00)C'08 *16psf 7 52psf .6015psf WA 413-11-1196 03 Oneka,IG,118'Ann-1/8'Ann 17 511E 4 cycles Ouast 3232022 (2)Single Point Lock/Tn Euro Hinges A3,A3,B3,G4,C2 QLC D2-2534 01 R&D 11187 LC-PG1920 Pa 914mm x 1829mm C A3 360 Pa x1920 Pa Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 15 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sae W x H Air Water SWctural Report# Expiration TDI# FL#- HVH2# Dade NOA Heritage Push Out Casement LC-PG65 914 x 1829(-36 x 72)C'11 0 02.1m/ft' 65 1 65 7232012 413-11121112 14•`IK.j FL 10562('14) No No SP,Segment Head,WW LC-PG65 914 x 1829(36 00 x 72 00)C'08 +1 57psf 9 82psf x97 74psf WA 413-H-1216 03 Onelmte,IG,5132'Ann-5132'Ann 17 51f1' 4 cycles Ouast 7232022 Muth Point Lock ITn Euro Hinges A3,A3,84,C5,C4 =2-2474 01 R&D 11188 LC-PG3120 Pa 914mm x 1829mm C A3 470 Pa x3120 Pa Heritage Push Out Casement LC-PG60 914 x 1829(-36 00 x 72 00)C'11 <O 01cfm/f' 65 x60 3212012 413-H-1194 02 14 9 FL 10562('14) No No 0 SP.12 Circle Top.WW LC-PG60 914 x 1829(36 00 x 72 00)C'08 +1 6psf 9 82psf 190 23psf NIA 413-H-1194 03 Onelde,IG,5132'Ann-5132'Ann 1703f 4cycles Quest 3212022 Multi Point Lock)Tn Euro Hinges A3,A3,B4,C5,C4 QED 2-2535 01 R&D 11189 LC-PG2880 Pa 914mm x 1829mm C A3 470 Pa x2880 Pa Heritage Push Out Casement LC-PG60 914 x 1829(-36 00 x 72 00)C'l 1 0 02cWft' 65 40-65 3212012 413-H-1201 16 6421'+:-831 FL 10562(94) No No IPD4,Round Top(Maple Sash) LGPG60914 x 1829(36 00 x 72 00)C'08 +l 57psf 982psf +9023psf WA 413-H-120117 Onelmte,IG,Lsmm21 17031E 4cycles -9774psf Element 413-H-120118 Multi Point Lock/Tn Euro Hinges A3,B3,B4,C5,C4 C W P L ESP009246P-1204 413-H-1201 19 R&D 11185 '60 00psf 3212022 65 OOpaf LG-PG2880 Pe 914mm x 1829mm C A3 470 Pa +2880 Pa -3120 Pe IPD4 Heritage Push Out Casement CW-PG65 914 x 1829(-36 00 x 72 00)CA 1 012cfm/ft' 65 -65-70 3212012 413-H-120120 WINS 851 FL 10562('14) No No IPD4,Segment Head(Maple Sash) CW PG65914 x 1829(36 00 x 72 00)C'08 +1 57psf 982psf +9774psf N/A 413-H-120121 Onehte,A Lamm 21 17 60f' 4 cycles -105 26psf Element 413-H-120122 Multi Point Lockl Tn Euro Hinges A3,B3,B4,C5,C4 C W P L ESPO09246P-1204 413-H 120123 R&D 11186 +65 OOpsf 3212022 70 OOpsf CW-PG3120 Pa 914mm x 1829mm C A3 470 Pe +3120 Pa -3360 Pe IPD4 - Heritage Push Out Casement CW-PG45914 x 1829(-3600 x7200)CAI <001cfmlft' 50 x45 3212012 413-H-120112 11•`l:+i-851 FL 10562('14) No No IPD4,1/4 Circle(Maple Sash) CW-PG45 914 x 1829(36 00 x 72 00)C'08 +1 57psf 7 52psf x67 67paf N/A 413-H-1201 13 Onelite,IG,Lamm 21 16 07ft' 4 cycles C W P L Element 413 H-1201 14 Multi Point Lock ITn Euro Hinges A3,B3,B4;C5,C4 x55 ESP009246P-1204 413-H-1201 15 R&D 11184 --------- 3212022 CW-PG2160 Pe 914mm x 1829mm C A3 360 Pa x2160 Ps IPD4 Heritage Push Out Casement CW-PG65 914 x 1829(36 00 x(72 00)C V8 0 20cfm/ft' 65 465-70 7/8/2010 413-H-1105 00 lyl"�851 FL 7421 C14) No No IPD4,KWE16,2 5/8'Sates(Maple Sash) GC65 914 x 1829(36 00 x 72 00)'05 -1 57psf 9 75psf +97 50psf WA 413-H-1105 01 Onelde,G.Lamm 21 18 0011' 4 cycles -105 OOpsf Stork 413-H-1105 02 Multi Point Lock/Tn Euro Hinge A2,B4,C5,C4 C W P L TCT003813P-0121 413-H-1105 03 R&D 10019 +65 OOpsf 413-H-1105 08 -70 OOpcf 7/82018 CW-PG3120 Pe 914mm x 1829mm C A2 470 Pa +3120 Pa -3360 Pa IPD4 Heritage Push Out Casement CW-PG65 914 x 1829(36 00 x 72 00)C'08 0 20cWft2 65 465-70 718/2010 413-H-1105 04 i'4'IIti•851 FL 7421 C14) No No IPD4.KWE16,2 518'Stiles(Maple Sash) GC65 914 x 1829(36 00 x 72 00)'05 +1 57psf 9 75psf +97 50psf WA 413-H-1105 05 Onelde,IG,Lamm 22(Temp) 1800(1' 4cycles -10500psf Stark 413-H-110506 Multi Point Lock I Tn Euro Hinge A2,B4,C5,G4 C W P L TCT003813P-0121 413-H-1105 07 R&D 10030 +65 00psf 413-H-1105 09 -7000psf 7/82018 CW PG3120 Pa 914mm x 1829mm C A2 470 Pa +3120 Pa -3360 Pa -, IPD4' - - - Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 16 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Descnohon Box Size W x H Air Water Structural Report# ExE� TDI# FL# HVHZ# Dade NOA Harris,,Push Out Awnmg CW PG651219 x 914(48 00 x 36 00)API 1 0 04cfndft' 65 x65 1222017 413-H-1076 02 Setrmitted FL 16944(14) No No SP,WW CW-PG651219 x 914(48 00 x 36 00)AP'08 +157psf 9 82psf x97 74psf WA 413-H-1076 03 Onefite,IG,118'Ann-118'Ann 12 MIFF 4 cycles Quest 1222022 Single Point Lock!Friction Hmges A3,B4,G4,G4 ESPO15645P75O4 R&D 13197 CW-PG3120 Pa 1219mm x 914mm AP A3 470 Pe x3120 Pe Hentege Push Out Awmng CW-PG651219 x 914(48 00 x 36 00)AP'l 1 002cfridft' 65 165 3212014 413-H-107604 Submitted FL 16944('14) No No SP,WW CW-PG651219 x 914(48 00 x 36 00)AP'08 +1 57psf 9 82psf x97 74psf NIA 413-H-1076 05 Onelite,IG,118-Ann-118'Ann 12000' 4cycles Element 3212022 2 Point Lock I Fric0on Hinges A3,B4,G5,C4 FSPOI586SP-1579 R&D 13228 CW-PG3120 Pe 1219mm x 914mm AP A3 470 Pa x3120 Pe Heritage Oper Awning CW-PG651219 X 914(48 00 X 36 00)AP'08 001cfm/ft 65 x65 3/4/2011 413-H-113900 'WI\-493 FL 10422('14) No No �j] r HP.WW 1200ft• +157psf 975pid x9750psf NIA 3142019 Online,IG,118'Ann-1B'Ann A3 4cycles Quest Truth 1 Multi Point Lock 13 Tn-Euro Hinges OCTI1 Q044 01 16-Rota Gear Operator R&D 10150 CW-PG3120 Pa 1219mm x 914mm AP A3 470 Pa x3120 Pa - Heritage Oper Awning CW-PG651219 x 914(48 00 x 36 00)API 1 N OlcfnVft' 65 -65-70 91122013 413-H-1274 00 Submitted FL 13480('14) No No � � IPD4,WW(Maple Sash) CW PG651219 x 914(48 00 x 36 00)AP'08 +157psf 9 82psf +97 74psf WA 413-H-1274 01 Onelile,IG,Lem]21 12 OOW 4 cycles -105 26psf Element 413-H-1274 02 Ash 1 Multi Point Lock 13 Tn-Euro Hinges A3,B4,C5,C5 C W P L E.9POI4478P-1461 413-H 1274 03 12'Roto Geer Operaror(Truth 11 30) 45 OOpsf 413-H-1274 04 R&D 13086 -70 OOpsf 91122021 CW-PG3120 Pe 1219mm x 914mm AP A3 470 Pa +3120 Pe -3360 Pa IPD4 r Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 17 of 84 N Teal Date Product Name& DP Rating& Prod ID Cade Hallmark# Descnphon Box Sao W x Air Water Structural Report Eynbon TDI# FL# HVHZ# Dade NOA Hentege Tradibonal Oper Casement CW-PG501829 X 1829(72 00 X 72 00)C'08 N 01ch t t' 50 150 21242011 413-H-1137 00 4BTWIT 72 FL 14857('14) No No ® SP.WW,Integral Multi n,5f32'Ann-5/32' 36 OOfl' .157ps1 50psf s7500psf WA 2242019 Onelite,IG,5/32'Ann-5132'Ann A3 4 fides Quest Left-Truth 2 Multi Point Lock/Adjustable Hinges .CKTI 1-2026 Ol a Right-Truth 2 Muld Point Lock/4Tri Euro Hinges R&D 10155 CW-PG2400 Pe 1829mm x 1829mm C A3 360 Pa x2400 Pe Heritage Tradihonel Oper/Stat CW-PG501829 x 1829(72 00 x 7200)C'08 <001cfmlft' 50 x70 1252011 413-H-113300 ,AVJN-1572 FL 14857('14) No No SP,WW,Integral Mullion 36 .157psf 7 SO les x 105 OOpsf WA 1252019 Onehta,IG,5132'Ann-5132'Ann A3,B3,,C5.C5,C5 4 cycles Stork Ash Multi Point Lock l Adjustable Hinges TCT005582P-1007 R&D 10099 CW-PG2400 Pa 1829mm x 1829mm C A3 360 Pe :3360 Pe Heritage Traditional Oper Casement CW-PG50 2743 x 1829(108 00 x 72 00)C'08 0 02dmlft' 50 x60 7262011 413-H-1051 11VI4 N-1729 FL 9837('14) No No w/Hentage Fixed Casement 54 DOW .157psf 7 50psf *I)0 OOPsf WA 7262019 SP,WW A3.B3.C5.C4 4 cycles Stork Fix -Onelde,IG,3/16'Ann-3116'Ann TCT0071919 9P-7100 Oper-Onehle,IG,5132'Ann-5/32'Ann Ash Multi Point Lack/Adjustable Hinges R&D 11069 CW-PG2400 Pa 2743mm x 1829mm C A3 360 Pe x2880 Pe Heritage Traditional Oper Casement CW-PG501829 X 1829(72 00 X 72 00)C'08 0 01c1m#t' 50 x50 2232011 413-H-1137 02 WiN-1572 FL 14857('14) No No ® wl Heritage Traditional Oper Casement 36 COW .157psf 750psf .7500psf WA 2222019 SP,WW A3 4 cycles Quest 2 Piece Continuous Vencoel Mulls (ICT11-2027,01 a On lite,IG,5132'Ann-5132'Ann Left-Truth 2 Multi Point Lock I Adjustable Hinges Right-Truth 2 Muth Polnt Lock/Tn Euro Hinges R&D 10156 CW-PG2400 Pe 1829mm x 1829mm C A3 360 Pe :2400 Pe a, „> . " ' �se Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 18 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sue W x H Air Water Structural Report# ExE nai TDI# FL# HVHZ# Dada NOA Heritage Traditional Fixed Casement w/ CW-PG501829 x 914(-7200 x 36 00)AP'11 02chn/f' 50 ±55 2212012 413-H-119104 1j 3V-181b FL 10422('14) No No (2)Heritage Traditional Oper Awing CW-PG501829 x 1829(-7200 x 72 00)FW'11 +157psf 752psf ±8271psf N/A 413-H-119105 F I SP,WW 1-GPG50 MA 1829mm Span/503mr(7200 in Span15400fe)'l 1 4cycles Element 413-H-119106 1 Piece Integral Vertical Mull LC-PG501829 x2743(72 00 x 108 CO)AP'08 1 CT004331P-1153" 413-H-119107 2 Piece Continuous Horizontal Mull 54 OOft' 2212022 Fixed-Onehte,IG,3/16'Ann-3/16'Ann A3,B3,C5,C3 -- — - - Oper-Onelite,IG,3132'Ann-3132'Ann Truth 1 Single Point Lock on Both Sides of Each Awning/2 Bar Adjustable Hinges R&D 11146 CW-PG2400 Pa 1829mm x 2743mm AP A3 360 Pa ±2640 Pa Heritage Trad Oper Casement 1/4'Circle R-PG601835 x 1829(72 25 x 72 00)C'08 003cWft2 65 ±60 7/152010 413-H-110800 IVlh-412 FL 7421(14) No No w/Heritage Trad Oper Casement 1/4'Circle G-8601835 x 1829(72 25 x 72 00)'05 +1 57pd 9 75psf x90 00psf N/A 413-H-1108 01 / 25'x 35'Steel Bar Continues Vert.Mull 36 13fF 4cyc1es Quest 71152018 HP,WW A2 O E 10-1783 01 Onelite,IG,5/32'Ann-5132'Ann Mulb Point Lock/Tn Euro Hinges R&D 10011 R-PG2880 Pa 1835mm x 1829mm C A2 470 Pa ±2880 Pa Heritage Tred Oper/Stat Casement CW-PG651829 x 1829(-72 00 x 72 00)C'11 4 01cfmRP 65 -65-70 8/82012 413-H-1183 05 .�'�ri-t TL9 FL 10562('14) No No w/Hentage Traditional Fixed Casement CW-PG65914 x 1829(-3600 x 72 00)FW'11 *157psf 982psf -9774psf NA 413-H-118306 w/Heritage Traditional Oper Casement CW-PG65914x 1829(-3600 x 7200)C'11 4cycles -10526psf Element 413-H-118307 F F HP,WW CW-PG65MA 1829mm(72m)Span/501m°(5482)'11 f(-rOO7483P-1125 413-H-118308 1 Piece Integral Vertical Mull CW-PG65 3658 x 1829(144 00 x72 00)C'08 413-H-1183 09 (2)2 Piece Continuous Vertical Mulls 72 OOft' 11192022 All Sash-Onelite,IG,3/16'Ann-3/16'Ann A3,B4,C5,C5,G4 Left-Ash 3 Multi Point Lock/Adjustable Hinges Right-Ash 3 Mulb Paint Lock/4 Tn Euro Hinges CW-PG3120 Pa 3658mm x 1829mm C A3 470 Pa +3120 Pa R&D 11045 -3360 Pa Heritage Traditional Fixed Casement w/ LC-PG651219 x 914(48 x 36)AP'11 <O Otdm/fP 65 ±65 5232012 413-H-1270-00 Submitted FL 16692('14) No No (2)Heritage Traditional Oper Awning LG-PG652438 x 1829(95 x 72)FW'11 +157psf 982psf ±9750psf NIA 413-H-1270-01 F HP,WW CW-PG65 MA Span 2438mm tributary width 1375mm(96'/5413')'11 4 cycles ATI 413-H-1270-02 2 Piece Continuous Vertical Mull CW-PG65 MA Span 914mm tributary wi th 1219mm(36'/48')'11 B9548 Qt_Fi(J2- 413-H-1270-03 25'x 3 5'Steel Bar Continuous Hom Mull LC-PG65 2438 x 2750(96 x 108 25)FW T8 413-H-1270-04 f 1 Fixed-Onekte,IG,3116'HS-3/16'HS 722ft- 8/192017 f Oper-Onehte,IG,1/8'Ann-118'Ann Left-Ash 1 Multi Point Lack/Tn Eum Hinges Right-Asht Mulb Point Lock/Adjustable Hinges R&D 11208 LC-PG3120 Pe 2438mm x 2750mm FW A3 470 Pa ±3120 Pa Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 19 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sae W x H Air Water Structural Report# Exoim6on TDI# FL# HVHZ# Dade NOA Heritage Traditional Oper Casement CW PG601929 x 1829(72 00 x 72 00)C'08 <001chn#t' 65 465-60 61412011 413-H-115300 µ.4N12\•1572 f-19837(14) No No wl Heritage Traditional Oper Casement 3600ft' +157psf 975psf -9750psf WA 6142019 HP,WW,Integral Mullion A3,B4,C5,C4 4 cycles -90 OOpsf Stork Onelits,IG,3116'Ann-3116'Ann T(-T006870P-1078 Left-Ash Multi Point Lock I Td Euro Hinges Right-Ash Mulb Point Lock I Adjustable Hinges CW-PG3120 Pa 1829mm x 1829mm C A3 470 Pa +3120 Ps R&D 11059 -2880 Pa Heritage Traditional Oper Casement LC-PG601829 x 1829(/2 00 x 72 00)C'08 4 01cfmltt' 65 460-65 7252011 413-H-105109 w,'121;-1.172 FL 9837(14) No No wl Heritage Traditional Oper Casement C-C601829 x 1829 Q200 x 7200)'05 +157psf 975psf -9000psf WA 41341-105110 NP,WW 36 OOft' 4 cycles -97 50psf Stark 7252019 Onebte,IG,3116'Ann-3116'Ann A3,B4,C5,C4 T(-1'007198P-1 099 Left-Ash Mulb Point Lack/Tn Euro Hinges Passed Canadian Insect Screen ServrceabW7dy Test Right-Ash Mulb Point lack I Adjustable Hinges LC-PG2880 Pa 1829mm x 1829mm C A3 470 Pa +2880 Pe R&D 11068 -3120 Pa Atli ll9!4raAA 9 i Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 20 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Bax Sao W x H Air Water Structural Report# Enation TDI# FL# HVHZ# Dade NOA Hentage Trad Inswing Casement LC-PG25914 x 1829(36 00 x 72 00)C'11 -0 OldmW25 »3540 3/182013 413-H-124800 No FL 12452('14) No No SP,WW LC-PG25 914 x 1829(36 00 x 72 00)C'08 »i 57psf 3 76psf +52 63psf WA 413-H-1248 01 Onelite,IG,3/32'Ann-3/32'Ann 180011' 4cycles -6015ps1 Element 3222017 2 Multi Paint Lack A3,B1,C4,C2 ESP012813P-1397 3 Buff Hinges LC-PG1200 Pa 914mm x 1829mm C A3 180 Pa +1680 Pa R&D 12202 -1920 Pa Heritage Trad Inswmg French Casement R PG20 1219 x 1829(48 00 x 72 00)C'11 013cfnlft' 20 x40 4242013 413-H-1255 00 No FL 16642('14) No No SP,WW R-PG20 1219 x 1829(48 00 x 72 00)C'08 +157pef 313psf ±6015psi N/A 413-H-1255 01 Onelite,IG,3/32'Ann-3/32'Ann 240011' 4cycles Element 522017 1-3 Multi Point Lock,1 Smke A3,B1,C4,C2 ESP013116P-1416 2 Point Lock-Inactive Shia 3 Butt Hinges Per Panel R&D 13027 R-PG960 Pe 1219mm x 1829mm C A3 150 Pa x1920 Pa Heritage French Outswing Casement LG-PG401219 x 1524(-48 00 x 60 00)CA 1 0 02cf.W 40 +6050 1/3/2012 413-H-1180 02 64 L'j-1801fit19 FL 10562('14) No No SP,WW LC-PG401219 x 1524(48 00 x 60 00)C'08 +1 57pef 6 00psf +90 00psf WA 413-H-1180 03 1/32022 Onelite,G.3132'Ann-3132'Ann 20 00f? 4cycles -7500psf Element 1132016 Hoppe 6 Mulh Pont Lock/Adjustable Hinges A3,B3,C5,C4 TCIYN1ft330P-1152` R&D 11135 LC-PG1920 Pa 1219mm x 1524mm C A3 290 Pe +2880 Pa -2400 Pa Hentage French PushOut Casement LC-PG501524 x 1524(60 00 x 60 CO)C'08 e0 01chnlft' 70 +60-50 9/152010 413-H-1123 00 1, '?�-t (rA FL 14857('14) No No SP,WW C-0501524 x 1524(60 00 x 60 00)'05 +157pa' 10 50psf +90 OOpsf WA 413-H-1123 01 Onelde,IG,1/8'Ann-1/8'Ann 2500ft' 4cycles -75 00psf Stork 9/152018 Muth Point Lock I Fnchon Hinge A3,B5,C5,C3 TCPO(14498P-OI o5 R&D 10069 A3 510 Pe +2880 Pe LC-PG2400 Pa 1524mm x 1524mm C -2400 Pa IMHeritage French Casement Push Out LC-PG701219 x 1219(48 00 x 48 00)C'08 <0 01chalft' 70 x80 9/152010 413-H-1124 00 14`IN-156fi FL 14857('14) No No SP,WW C-C701219 x 1219(48 00 x 48 00)'05 +1 57psf 10 50psf x120 00psf N/A 413-H-1124 01 Onelne,IG,1/8'Ann-1/8'Ann 16 COW 4cycles Stark 9/152018 Muth Point Lock I Friction Hinge A3,85,C5,C5 TC7004497P_0164 R&D 10068 LC-PG3360 Pa 121gmm x 1219mm C A3 510 Pa :3840 Pe - f Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 21 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Ds..Dt,on Box S¢e W x H Air Water Structural Report# Ex-�uehon TDI# FL# HVHZ# Dade NOA Heritage Sterling DH 4036 LC-PG501156 x 2043(45 50 x 80 44)H'08 0 07 c9Nft' 50 x50 11/172011 413-H-1176 00 Th....mRt3 FL 14258('14) No No SP.WW H-LC50 1156 x 2043(45 50 x 80 44)'05 +16psf 7 50paf x75 OOpsf N/A 413-H-1176 01 �. Onelite,IG,3/32°Ann-W32'Ann 2348f6 4cycles Quest 11/172019 1 Lock A3 =I?366 01 R&D 11123 LC-PG2400 Pa 1156mm x 2043mm H A3 360 Pa x2400 Pa Heritage Sterling DH 4036 LG-PG651168 x 2032(45 50 x 80 44)H'08 010cfm/f 2 65 x65 101262012 413-H-1242 00 IRIS-1611 FL 16268('14) No No IPD3,WW(Maple Sash) 25 42f? +16psf 975psf ±9750psf WA 413-H-124201 .L Onelite,IG,Lemi 28 A3 4 cycles C W P L Element 3272016 .I. 1 Lock AS 00pat ESP071394P-132.1 R&D 12116 -7000pst QM1=1i66)1 LC PG3120 Pe 1168mm x 2032mm H A3 470 Pa .3120 Pa IPD3 Hentege Sterling DH 4036 LC-PG661168 x 2032(45 50 x 80 44)H'08 010cfm/B 65 x65 10/262012 413-H-1242 02 INII4-I&11 FL 16268('14) No No IPD3.WW(Maple Sash) 25 OF +16psf 975psf ±9750psf WA 413-H-124203 ,r Onelmts,IG,Lamm 42 A3 4 cycles C W P L Element 3272016 1 Lock .65 00psf E13P011394P-1324 R&D 12119 -70 Oopsf F11-136601 LC-PG3120 Pa 1168mm x 2032mm H A3 470 Pe .3120 Pa IPD3 Heritage Sterling DH LC-PG601054 x 2348(41 50 x 92 44)H'08 0 04cfm/fl° 65 x60 9/132011 413-H-1170 00 G4'IN-1611 FL 14258('14) No No IPD3,WW H-LC601054 x 2348(41 50 x 92 44)'05 +1 57psf 9 75psf x90 OOpsf WA 413-H-117001 Onelmte,A Laird 28 26 641E 4 cycles C W P L Quest 413-H-1170 02 1 Lock A3 x60 OOpsf QM 1 2154 01 413-H-1170 03 TR&D 11036 413-H-1170 04 LC-PG2880 Pa 1054mm x 2348mmn H A3 470 Pa .2880 Pa 9/132019 IPD3 ❑� Heritage Sterling DH LC-PG601054 x 2348(41 50 x 92 44)H'08 0 04cf WII' 65 x60 9/132011 413-H-1170 05 IVW-1911 FL 14258('14) No No I IPD3,WW H-LC601054 x 2348(4150 x 9244)'05 +157psf 975psf ±9000psf N/A 413-H-117006 WI O.ette,IG,Lamm 42 Temp 26 64W 4 cycles C W P L Ousst 413-H-1170 07 TTT1 Lock A3 x60 OOpsf Q T 11?154.01 413-H-1170 08 R&D 11037 413-1 09 LC PG2880 Pe 1054mmx 2348mm H A3 470 Pe x2880 Pa 91132D1/201 9 IPD3 9i Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 22 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Size W x H Air Water Structural Report Expiration TDI# FL# HVHZ# Dade NOA Heritage MAJESTAO DH/SH CW-PG651524 x 3048(60 00 x 120 00)H'11 016 cfMfP 65 x65 1222014 413-H-1113 08 Submitted FL 10398('14) No No I SP,WW CW-PG55 1524 x 3048(60 00 x 120 00)H'08 A 57psf 9 82psf x97 74psf WA 413-H-1113 09 �Y Onelite,IG,3116'Ann-3/16'Arm 50 001E4 cycles Stark 1272022 T 1 Top Lock/1 Bottom Lock A3,B4,C5,C3 ESP01574-7k-11506 R&D 13168 CW-PG3120 Pe 1524mm x 3048mm H A3 470 Pa x3120 Pa Heritage MAJESTAO DH/SH CW-PG451829 x 3658(72 00 x 144 00)H'08 011 cfMft' 65 x45 7/192011 413-H-111310 Submitted FL 14258(14) No No SP,WW H-C451829 x 3658(72 00 x 14400)'05 157psf 975psf ±67 50psf WA 413-H-111311 Onelde,IG,1/8'HS-1/8'HS 72 OGW 4 cycles Stork 71192019 1 Top Lock I 1 Bottom Lock A2,B4,C5,C3 T('Tti06KSP-(1173 R&D 09143 CW-PG2160 Pe 1829mm x 3658mm H A2 470 Pa x2160 Pa ❑ Heritage MAJESTAO DH/SH CW-PG65 1422 x 2438(56 00 x 96 00)H'08 0 07 ofMft2 65 +65-70 7/302010 413-H-1113 00 GV7f'-14.2 FL 14301('14) No No SP,WW H-0651422 x 2438(56 00 x 96 00)'05 A 57psf 9 75psf +97 50psf WA 413-H-1113 01 Onelite,IG,5132'Ann-5132'Ann 3733W 4cycles -10500psf Stork 7/302018 1 Top Lock/1 Bottom Lock A3,B4,C5,C4 'fCT00407iP-0134 R&D 10061 - CW-PG3120 Pa 1422mm x 2438mm H A3 470 Pe .3120 Pa -3360 Pe Heritage MAJESTAO DHISH CW-PG65 1422 x 2438(56 00 x 96 00)H'08 0 07 cfnM2 65 65-70 3/112011 413-H-1113 01 G'YiR;-IM FL 14301('14) No No IPD4,WW H-C651422 x 2438(56 00 x 96 00)'05 .157psf 9 75psf +97 50psf N/A 413-H-1113 02 Onelite,IG,Lamm 21 37 330' 4 cycles -105 OOpsf Stork 413-H-1113 03 1 Top Lock l 1 Bottom Lock A3,B4,C5,C4 C W P L T_(:T0060:35I'-1031 413-H-1113 06 TR&D 10144 x75 00psf TCT004071P 0134 7/302018 CW-PG3120 Pa 1422mm x 2438mm H A3 470 Pe .3120 Pa -3360 Pa IP04 ❑ Heritage MAJESTAO DWSH CW-PG651422 x 2438(56 00 x 96 00)H'08 0 07 cfm#t' 65 65-70 3/112011 413-H-1113 01 tWIX-17U FL 14301('14) No No IPD4,WW H-C651422 x 2438(56 00 x 96 00)'05 1157psf 9 75psf 97 50psf N/A 413-H-1113 04 W Onelite,IG,Lemm 22(Temp) 37 33W 4 cycles -105 OOpsf Stork 413-H-1113 05 T 1 Top Lock/1 Bottom Lack A3,B4,C5,C4 C W P L TCTO(j Q35P-1031 413-H-1113 07 R&D 10145 ±7500psf TCT004071P-0734 7/302018 CW-PG3120 Pa 1422mm x 2438mm H A3 470 Pa .3120 Pa -3360 Pa IPD4 f uI11 aw Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 23 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Descnobon Box Sae W x H Air Water Structural Report# Expiration TDl# FL# HVHZ# Dade NOA Heritage Sterling DH 4036 w/ LC-PG60 2311 x 2799(9100 x 110 19)H'08 0 05cfm/g' 65 x60 3222012 413-H-1197 00 Submitted FL 14258('14) No No Vertical Combination Mull w/ LC-PG60 2311 x 2799(91 00 x 110 19)'05 +1 Spat 9 75psf x90 Ocpaf NA 413-H-1197 01 Heritage Sterling DH 4036 w/ 69 63g' 4 cycles Quest 3222016 Hors Red Mull 25'x 35'Steel w/ A3 `S �f77-2367171, Heritage DH Transom HWDI W1358 T T All Units-HP,WW DH-Onelite,IG,1/B'Ann-1/8'Ann Transom-Onelite,IG,3116'Ann-3/16'Ann 1 Look/Cam Type R&D 11124 LC-PG28BO Pa 2311mm x 2799mm H A3 470 Pe x2880 Pa Heritage Sterling DH 4036 w/ LC-PG65 1168 x 2794(45 50 x 109 94)'08 H 0 locfm/tP 65 s65 3282012 413-1-1199 00 Submitted FL 142581'10) No No _ Heritage DH Transom HWD1W135B(WDH134)w/ LC-PG 1168 x 2032(45 50 x 8044"OB H +16psf 975psf A750psf NA 413-H-119901 I Horizontal Combinabon Mull H-LC65 1168 x 2794(45 50 x 109 94)'05 4 cycles Quest 3242016 `✓ All Units-HP,WW H-LC651168 x 2032(45 50 x 80 44)'08 lCC .T]]=L'ib4117 T DH-Onelite,IG,1/8'Ann-1/8'Ann 34 74f? Transom-Onelite,IG,3/32'Ann-3/32'Ann A3 I Lock/C..Type LC-PG3120 Pa 11 68m x 2794mm H A3 470 Pa x3120 Pe R&D 11143 ir®r �eE' Tr Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 24 of 94 Test Dale Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sme W x H Air Water Structural Report# E mmamn TSH! FL# HVHZ# Dade NOA Heritage Tradibonal DH wl LC-PG25 MA 2043mm Span/1562mm(80 44m Spen16150)'11 010croift' 25 .25 10182013 413-H-127800 Submitted FL 10398('14) No No Verboal Combination Mull W1 LGPG25 1156 x 2043(-46 x 80)H'l1 +157psf 3 76psf x37 59psf WA 413-H-1278 01 Heritage Traditional Fixed DH Studio LC-PG251968 x 2043(-78 x 80)FW'l1 4 cycles Element 413-H-1278 02 All Units-SP,WW LGPG25 3124 x 2043(123 00 x 80 44)H'08 ESP012S90P-1402 413-H-1278 03 r DH-Onelite,IG,3132'Ann-3132'Ann(9116') 687111' 413-H-127804 Studio-Onelde,IG,5/32'Ann-5132'Ann A3,Bi,C3,Cl 413-H-1278 OS 2 Locks I Cam Type 3/182021 R&D 12071 LC-PG1200 Pe 3124mm x 2043mm H A3 180 Pa :1200 Pa Heritage Sterling DH 4036 w/ LC-PG60 MA 2032mm Span/638m'(800 in Span/68 71fF)'l1 0 02cfndf' 60 .60 10/292012 413-H-123700 Submitted FL 14258('14) No No Heritage Sterling Studio LC-PG601156 x 2043(-46 x80)H'11 +1 57psf 919psf :9023psf WA 413-H-123701 -� All Units-HP,WW LC-PG601969 x 2043(-78 x 80)FW'11 4 cycles Quest 413-H-1237 02 DH-Onebt%IG,1/8'Ann-118'Ann LC-PG60 3124 x 2043(123 00 x 80 44)H'08 CX-11 2-2i 01 413-&1237 03 Studio-Onebte,IG,5(32'HS-5(32'HS fib 71ft' 10292016 1 Lock I Cam Type A3,A3,B4,C5,04,C4 R&D 12115 Passed Canadian Insect Screen Servmeabifo Test LC-PG2880 Pa 3124mm x 2043—H A3 440 Pe .28B0 Pe Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 25 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Descnotion Bax Sae W x H Air Water Stnicturol Report# E ballon TDI# -FL# HVHZ# Dade NOA Old World Classic DH LC-PG401290 x 2490(50 81 x 98 05)H'11 015cwIt. 40 -65-70 21122014 413-11-108104 Submitted FL 10398('14) No No SP,WW LC PG40 1290 x 2490(50 81 x 98 D5)H'08 +157psf 6 06psf +97 74psf WA 413-H-1081 06 LTH, Onelite,IG,5/32'Ann-5132'Ann nthOut water Stop) 4cycles -10526pf Element 2282022 2 Locks/Cam Type 34 59tt' 1_SPO15837P-1575 R&D 13199 A2,B4,C5,C3 LC-PG1920 Pe 1290mm x 2490mm H A2 290 Pa +3120 Pa -3360 Pa Old World Classic DH LG-PG651290 x 2490(50 81 x 98 05)H'11 015cfM8' 65 45-70 21122014 413-H-108105 Submitted FL 10398('14) No No F HP,WW LC-PG65 1290 x 2490(50 81 x 98 05)H'08 +157psf 9 82psf .97 50psf WA 413-H-108107 Onelite,IG,5/32'Ann-5132'Ann (Willi Water Stop) 4cycles -10500psf Element 2282022 2 Lo cks l Cam Type 34 59fP R&D 13199 A2,B4,C5,03 LC-PG3120 Pa 1290mm x 2490mm H A2 470 Pa +3120 Pe -3360 Pa ClassicTraditional Hor¢onlel Slider R-PG201791 x 1291(70 50 x 50 81)HS'08 020cfm18' 25 :20 3282010 413-H-109900 No No No No SP,RR HS-R20 1791 x 1291(70 50 x 50 81)'05 +f 57psf 3 75psf x30 00psf WA 413-H-1099 01 Onelite,IG,3132'-3132'Ann(9/16') 24 8BW 4 cycles Stork 5/42018 2 Lacks/Cam Type A2 TCT002806R0050 R&D 10008 R-PG960 Pe 1791mm x 1291mm HS A2 180 Pe x960 Pa Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 26 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box See W x H Air Water Structural Re ort# Expiration TD#1 EL-4 HVHZ# Dade NOA Heritage lnwlg Do or LOPG301884 x 250711419x9872)SHD'11 Q01otm#t' 30 *35.45 4/62013 413-H-125200 µ,L1R-616 FL 16653 C14) No No 6080,HP,WW LC-PG301884z 2507/1419 x9872)SHD'08 -157paf' 450psf +5270psf WA 413-H-125201 p p Aluminum SIB 5086W 4cycles -6750psf Quest 4162017 Onehte,IG,1/87-118'T A3,A3,B2,C5,C2 CXMI-2010 Ol 5 Multi Point Lock On Actwe Panel 2 Point Lock On Less Acute Panel LGPG1440 Pe 1884mm x 2507mm SHD A3 220 Pe *1680 Pe R&D 12197 -2160 Pa Heritage French lnsmng Door R-PG301884 x 2507(-74 x99)SHD'11 010cwtt' 30 .4045 81612013 413-H-105004 Submitted FL 16653('14) No No IPD3,WW,Aluminum Sill R-PG301884 x 2507(74 19 x 98 72)SHD'08 +157psf 4 59psf -6015psf WA 413-H-1050 05 p p Onelite,113.Lemi 27 50 SUP 4 cycles 57 67psf Element 413-H-1050 06 5 Multi Point Lock On Acute Panel A2 C W P L _ESP013495P-1426 413-&1050 07 2 Shoolbolts On Less Active Panel .45 OOpsl 413-H-1050 08 R&D 13036 50 00psf 8162017 R-PG1440 Pe 1884mm x 2507mm SHD A2 220 Pa .1920 Pa -2160 Pa IPD3 Heritage Tredtional Inswing Side6te CW-PG701273 x 2507(-50 x 99)FD'11 0 01c1m/ft' 70 +75-80 4/32013 413-H-1254 00 4bxIIS-1ft7A FL 16653('14) No No 5 SP,Aluminum Sill WW CW-PG701273 x 2507(50 13 x 98 72)FD'08 +157psf 10 65psf -112 78 psf WA 413 H-1254 01 Narrow Stile 34 37f? 4cycles -12030psf Element 4132017 Onehle,IG,118'T-118'T A3,B5,C5,C5 E12897P-1405 R&D 13023 CW PG3360 Pa 1273mm x 2507mm FD A3 510 Pe .3600 Pa ^SP0^ -3840 Pa Hentage Traditional Insuring Sidelite CW-PG651273 x 2507(50 13 x 98 72)FD'11 000cfmlh' 65 -65-70 9272013 413-H-105411 Submitted FL 17014('14) No No 5 IPD4,Aluminum Sill,WW CW-PG651273 x 2507(50 13 x 98 72)FO D8 +157psf' 975psf .977psf WA 413-H-105412 Narrow Sble 34 37ft2 4 cycles -1052psf Quest 413-H-105413 Onelite,IG,Lemi 27 Fixed C W P L C"Q 13-3122 01 413-H-105414 R&D 13065 .65 OOpsf 413-H-105415 -70 OOpsf 12/42023 CW-PG3120 Pe 1273mm x 2507mm FD Fixed 470 Pa X3120 Pe -3360 Pa IPD4 '-Y:"rte��"_..��al �Y�, '.., I°b�a'a �' &M "� ,a. Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 27 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sao W x H Air Water Structural Report# Expiration TDI# LLA HVHZ# Dade NOA Heritage Gardenene Door mulled to Hentage Gardenane Sidehle LC-PG45 2500mm Span11251mm Tnb Width(98 44 in Span/49 25 in Trio Width)WI 1 0 02 clmlft' 55 x45812112014 413H-106917 Submitted FL 13765('14) No No SP,WW,Comhmahon Mull LC-PG45 3721 x 2500(146 50 x 98 44)SD'08 +157psf 8 35psf x67 67psf NIA 413H-106918 Narrow Stile AAMA 450-10 LGP13452500mm Span/1251mm Tnb Width(9844 in Span/4925 in Trb Wdth)MA 4cycles Element 413H-106919 �7 Onelde,[G.118*T-1/8'T 100 15 W _ESP017250-1,87 8212022 Single Point Lock A3 R&D 14036 LC-PG2160 Pa 3721mm x 2500mm SD A3 400 Pa x2160 Pa Heritage Operating Gardenaire LC-PG45 2438 x 2500(-96 x 98)SD'11 0 04 cf r/fF 55 x45 12/132013 413-1+1071 02 Submitted R 13785('14) No No SP,8080,WW LC-PG45 2438 x 2500(96 00 x 98 44)SD'08 +157psf 8 35psf x67 67psf NIA 413-H-107103 Narrow Stiles 65 62 ft' 4 cycles Element 12/13/2021 Onions.IG,118'T-1l8'T A3,B4,C3 E3P015399P-1493 Single Point Lock R&D 13113 LC-PG2160 Pa 2438mm x 2500mm SD A3 400 Pa ±2160 Pa Hentage Operating Gardenaue LC-PG45 2438 x 2500(-96 x 98)SDA t 0 04 cfmlft' 55 -,45-50 12192013 413-H-1069 09 Submitted FL 13785('14) No No IPD4,8080,WW LC-PG45 2438 x 2500(96 00 x 98 44)SD'08 +157psf 8 35psf 467 67psf N/A 413-H-106910 Wide Soles 65630' 4cycles -7519psf Element 413-H-106911 Onelde,IG,Larm 27 A3,B4,C3 C W P L EBP015402P-1495 413-H-106912 Single Point Lock +45 00psf 413-H-106913 R&D 13106 -50 00psf 12/122021 LG-PG2160 Pe 2438mm x 2500mm SD A3 400 Pa +2160 Pa -2400 Pa IP04 t� Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 28 of 84 Test Data Product Name& DP Rating& Prod ID Code Hallmark# Descnotlo. Box See W x H Air Water Stmctural Reoort# Examabon TDI# EL# HWZ# Dade NOA Heatage Gardenmre Single Wide Fixed CW-PG701283 x 2500(-51 x 98)FD'l1 10 01o1m/ll' 70 •70-75 10192013 413-H-1277 OD Submitted FL 16747('14) No No g SP,Narrow Stiles,WW,Fiberglass Sill CW-PG701283 x 2500(50 50 x 99 44)FD'08 .157ps1 1065psf -10526pst WA 413-H-127701 Onellte,IG,118-T-118'T 3452iB 4cycles -11278ps1 Element 1052021 R&D 13082 A3,B5,C5,C5 ESPOI481 OP-1473 CW PG3360 Pe 1283mm x 2500mm FD A3 510 Pe +3360 Pe -3600 Pa Heritage Gardenaue Single Wide Fixed CW-PG651283 x 2500(-51 x 98)FD'l1 4 01cf trt' 70 .65-70 9272013 413 H-1069 04 Submitted FL 16747('14) No No IPD 4,Wide Stiles,WW,Fiberglass S11 CW-PG65 1283 x 2500(50 50 x 98 44)FD'08 .157psf 10 65psf -9774psf WA 413-H-1069 05 $ Onelite,ALami 27 34528' 4gdes -10526psf Element 413-H-106906 R&D 13083 A3,B5,G5,C5 C W P L FSP01480-P-1470 413-H-1069 07 .65 00psf 413-H-1069 08 -70 00psf 9272021 GW-PG3120 Pa 1283mm x 2500mm FD A3 510 Pe •3120 Pa -3360 Pa IPD4 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/165 page 29 of 84 Test Date Product Name& DP Rating& Prod ID Gods Hallmark# Descnolion Boz S¢e W x H Air Water Stmclurei Report# Exmrehon TDI# FL# HVHZ# Dade NOA Heritage 2 25'French Outswing Door 6080 LC-PG651902 x 2504(-75 x 99)SHD'11 0 02cfmlft' 65 465-70 216/2014 413-H-129214 Submitted FL 17014('14) No No HP,WW LC-PG651902 x 2504(74 88 x 98 59)SHD'08 +1 57psf 9 82psf +97 74psf WA 413-H-129215 A A Onefle IG,1I8'T-1/8'T 5129fF -10525psf Element 21182024 5 Muth Pant Lack On Active Panel A3,B4,G4 E,SPO15934P-1521 2 Point Lock On Less Active Panel R&D 13220 LC-PG3120 Pe 1902mm x 2504mm SHD A3 470 Pa +3120 Pa -3360 Pa Heritage 225'French Outswing Door 6080 LC-PG651902 x 2504(-75 x 99)SHD'11 0 02chnlft' 65 +65-70 2/132014 413-H-129216 Submitted FL 17014('14) No No IPD4,WW LC-PG651902 x 2504(7488 x 98 59)SHD'08 +157psf 982psf -9774psf NIA 413 H-129217 A A Onelde,IG,Larm 27 51 29fP -105 25per Element 413-H-129218 5 Muth Point Lock On Active Panel A3,B4,C4 E_S_PO15935P-1522 413-H-129219 2 Point Look On Less Actwe Panel 413-H-129220 R&D 13221 LC-PG3120 Pa 1902mm x 2504mm SHD A3 470 Pa +3120 Pa 2/172024 IPD4 -3360 Pa Heritage 2 25'French Outsvnng Door 6080 wl Raised Panels LC-PG551902 x 2504(-75 x 99)SHD'11 0 02chnlft' 65 +65-70 21122014 413-H-1292 21 Submitted FL 17014('14) No No IPD4,WW LG-PG551902 x 2504(74 88 x 98 59)SHD'08 +157psf 982psf +9774psf WA 413-H-129222 Onehte,IG,Lamm 27 5129W -10525psf Element 413-H-129223 A A 5 Muth Point Lock On Aclwe Panel A3,B4,C4 E3PO15936P-1523 413-H-1292 24 2 Point Lock On Less Active Panel 413-H-1292 25 R&D 13222 LC-PG3120 Pa 1902mm x 2504mm SHD A3 470 Pa +3120 Pa 21132024 IPD4 -3360 Pa For raised panel information,please see note#33 on page 5. Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 30 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sao W x H Air Water Structure! Report# Expiration _TOW FL# HVHZ# Dade NOA Heritage Manor French Door wl LC-PG651902 x 4035(74 88 x 158 84 SHD'08 0 02chnlft2 65 x65 81302010 413-H-1116 00 •.,�,DR•$77 FL 14521('14) No No Heritage Fond Transom Above HWC2W1358(WMDSS) SHD LC651902 x 4035(74 88 x 158 84)'05 +156psf 9 75psf x97 50psf WA 413-H-1116 01 HP,6080 w/6050 Above,WW LC-PG651902 x 2504(74 88 x 98 59)SHD'08 cost 413-H-1116 02 25'x 4 0'Steel Bar Continuous Hon¢Mull SHDLC651902 x 2504(74 88 x 98 59)'05 OMO-1835 01 413-H-1116 03 Door-Onehle,IG,1/8'T-118'T LC-PG65 1902 x 1524(74 88 x 60 00)FW'08 413-KI11604 p p Fixed-Onelite,IG,1/87 T-118'T FW-LC65 1902 1524(74 88 x 60 00)'05 413-H-1116 05 5 Multi Point Lock On Active Panel 82 59 ft' 81302018 2 Point Lock On Less Active Panel A3 R&D 10052 LC-PG3120 Pe 1902mm x4035mm SHD A3 470 Pe x3120 Pe Heri Manor Door LO-PG65 3854 x 2504(151 81 x 98 59)SHD 111 0 01 In"' 65 +11-10 9132010 413-H-1125 00 L1R•620, FL 14521('14) No No Stat Nertaw Stile!French I Stat Wide Shia SHDLC65 3856 x 2504(151 81 x 98 59)'05 +157psf 9 75paf +97 50psf WA 413-H-1125 01 All Units-HP,WW 103 94fF 4 cycles -105 OOpsf Stork 1011512018 5 A A S 25'x 40'Steel Bar Continuous Vert Mug A3 TCT00449fiP-016A Onelite,IG,1/8'T-118'T » 5Mulh Point Lock-Active 2 Point-Less Active A3 470 Pa +3120 Pa R&D 10078 LC-PG3120 Pa 3854mm x 2504mm SHD -3360 Pa Heritage French Outwing Door 6080 LC-PG651902 x2504(-75 x 99)SHD'11 001chNtF 65 +65-70 9242012 413-H-123300 Submised FL 12508 C14) No No IPD4,WW LC-PG651902 x 2504(74 88 x 98 59)SHD'08 +157psf 982psf +9774psf WA 413-H-123301 p p Onelde,IG,Lami 27 51 27fti 4 cycles -105 26psf Element 413-H-1233 02 5 Multi Point Lock On Active Panel A3,B4,C3 C W P L -E,90)11214P-1315 413-H-1233 03 2 Point Lock On Less Active Panel +65 00Psf 10/82016 R&D 12125 -70 00psf LC-PG3120 Pa 1902m x 2504mm SHD A3 470 Pa +3120 Pa -3360 Pa IPD4 Heritage Outsang Sidel te,Narrow Shies CW PG651273 x 2504(-50 x 99)-FD'11 <0 01clinHP 65 +65.70 91142012 413-H-1232 00 MN-1818 FL 12508('14) No No g SP,Aluminum Sill,WW CW-PG651273 x 2504(50 13 x 98 59)FD'08 +157psf 982psf +9774psf WA 413-H-123201 Onekle,if,1/8'T-178'T 36 44f" 4 cycles -105 26psf Element 9!142016 R&D 12099 A3 E511011213P-1314 CW-PG3120 Pa 1273mm x 2504mm FD A3 470 Pa +3120 Pe -3360 Pa Hens,,Out—,Sldehte,Narrow Stiles CW-PG651273 x 2504(-50 x 99)-FD'11 <0 Olcfmlf l 65 +65-70 9/132012 413-H-1230 00 1x »181"/ FL 12508('14) No No 5 IPD4 CW-PG651273 x 2504(50 13 x 98 59)FD'08 +1 57psf 9 82psf +97 74psf WA 413 H-1230 01 Aluminum Sill,WW 3644ft2 4cycles -10526psf Element 413-H-123002 Onelite,IG,Larm 27 A3 C W P L ESP01I263P-131 7 413-H-1230 03 R&D 12100 +65 00psf 91142016 -70 00psf CW-PG3120 Pa 1273mm x 2504mm FD A3 470 Per +3120 Pa -3360 Pa IPD4 ; Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 31 of 84 Test Date Product Name& DP Rebng& Prod ID Code Hallmark# Descnotion Box Sae WxH Air Water Structural Recorl# Exoirehs TDI# FL# HVHZ# Dade NOA Heritage Fixed Casement HWC2D(WCDS) GW-PG75 2438 x 1524(96 00 x 60 00)FW'11 <0 0l ' 75 x75 12212012 413-H-124100 �'4 rL1;-11114 FL16319('14) No No SP,Direct Set W_ CW-PG75 2438 x 1524(96 00 x 60 00)FW'08 .11;,71 11.2 .112 78psf WA 413-H-124101 El Onelits,IG,3116'HS-3116'HS 40 DOW 4 Cycles Element 2772017 R&D 12085 Faed,B5,C5,C5 ESSP012168P-1367 CW-PG3600 Pe 2438mm x 1524mm FW Fixed 540 Pa x3600 Pa Heritage Traditional Fixed Casement CW-PG602438 x 1829(96 00 x 72 00)FW'08 <001cfndlt' 70 465-60 1/182011 413 H-113400 1XIN-1814 FL 11250('14) No No HP,Sash Set WW 48 OOtF .157Psf +9750psf WA 1/182019 Oneimte,IG,3116'HS-3/16'HS 4 cyol.cles -9000,x1 Stork R&D 10100 A3,B5,C5,C4 - TCTO0558IF-1006 CW-PG2880 Pa 2438mm x 1829mm FW A3 510 Pa .3120 Pe -2880 Pe Heritage Tradmtionel Fixed Casement LC-PG651829 x 1829(72 00 x 72 00)FW'11 <0 01ofm#t' 65 +70-75 6232014 413-H-1080 09 Submitted FL 17317 P14) No No HP,Sash Set,WW LC-PG651829 x 1829(72 00 x 72 00)FW'08 +157psf 9 82psf +105 26psf WA 413 H-108010 Oneida,IG,114'Ann-114'Ann 3600ft' 4cycles -11278psf Element 6232022 R&D 13187 A3,B5,C5,C5 'ESP016991P-1577 CW PG3120 Pe 1829mm x 1829mm FW A3 470 Pa +3360 Pa -3600 Pe Herbage 27 Fixed Casement CW-PG702438 x 1524(96 00 x 60 00)FW'11 <O Olcfm/ft' 70 +70-75 81162013 413-H-105104 Submitted FL 13091('14) No No IPD4,Sash Set CW-PG70 2438 x 1524(96 00 z 60 00)FW'08 .1 57Psf 10 65psf -105 26psf 413-H-1051 OS Onelite,IG,Lemm 27 40 00104 cycles •112 78psf Elemem ent 413-H-1051 06 R&D 13037 A3,135 C5,C5 C W P L ESP013393P-1425 413-H-1051 07 +70 OOpsf 413-H-1051 08 -75 OOpsf 81162017 CW-PG3360 Pa 2438mm x 1524mm FW A3 510 Pa -1360 Pa -3600 Pa IPD4 Heritage Sterling Fixed DH Studio CW PG60 1969 x 2045(77 50 x 80 50)FW'11 4 Olcfrnrtt' 65 x60 9/122012 413-H-1229 02 WN-181 FL 11250(14) No No SP,WW CW-PG-601969 x 2045(77 50 x 80 50)FW'08 -157psf 982psf .9023psf WA 413-H-122903 Oneida.IG,5/32'HS-5132'HS 43 3ft' 4 cycles ATI 911212022 R&D 12002 A3 Li8Fi33 01-602-11 CW-PG2880 Pa 1969mm x 2045mm FW A3 470 Pa x2880 Pa Heritage Malosta DH Studio CW-PG701829 x 2438(72 00 x 96 00)FW'11 <0 OlchTv 70 -70-76 5232014 413-H-1294 00 Submitted FL 17317('14) No No SP,WW CW-PG701829 x 2438(72 00 x 96 00)FW'08 +1 57psf 10 65psf +105 26psf N/A 413-H-1294 01 Onelite,IG,3/16'HS-3/16'HS CW-PG701829 x 2438(72 x 96)FW S1-'09 4 cycles -112 78psf Element 413-H-1294 02 R&D 12072 48 OOW ESP016817P-1560 5232022 A3 +3360 Pa CW-PG3360 Pa 1829mm x 2438mm FW A3 510 Pa -3600 Pa Hentege Sterling Fixed DH Studio CW-PG70 2286 x 1524(90 00 x 60 00)FW'11 0 Oldm4t- 70 +70-75 11/15/2012 413-H-1245 00 wIhi-1879 FL 16319('14) No No IPD4,WW CW-PG70 2286 x 1524(90 00 x 60 00)FIN'08 +157psf 10 65psf +105 28psf WA 413-H-1245 01 Onelite,IG,Lamm 27 37 50ft- 4 cycles -112 78psf Element 413-H-1245 02 R&D 12003 A3,B5.C5,C5 C W P L ESPO11442P-1328 413-H-1245 03 x75 OOpsf 2252017 CW-PG3360 Pe 2286mm x 1524mm FW A3 510 Pa +3360 Ps -3600 Pa IPD4 - Heritage Sterling Fixed DH Studio CW-PG701524 x 2286(60 00 x 90 00)FW'11 4 OlOwfit, 70 -70-75 111152012 413-H-1245 04 879 FL 16319('14) No No IPD4,WW CW PG701524 x 2286(60 00 x 90 00)MOB -157psf 10 65psf +105 28psf WA 413-141245 05 Onelite,IG,Lama 27 37 5DW 4 ryoles -112 78psf Element 413-H-1245 06 R&D 12004 A3,B5,05,C5 C W P L ESP011442P-1328 413-H-1245 07 ±7500psf 2252017 CW P9360 Pa 1524mm x 2286mm FW A3 510 Pa +3360 Pa ` - IPD4. '-• -3600 Pa AN Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 32 of 84 Test Dale Product Name& DP Rating& Prod ID Code Hallmark# Description Box Son W x H Air Water Structural Report# Exomitum TDI# FL# HVHZ# Dade NOA Heritage MAJESTAOTransom HWJlW1403 CW-PG65 1829 x 1524(72 00 x 60 00)FW'08 <0 01cfmRP 65 +75-80 7212011 413-H-1158 00 tV '2$10 1111250('14) No No SP,WW FW-0651829 x 1524(72 00 x 60 00)'05 +1 57psf 9 75psf +112 50psf WA 413-H-1158 Ot Onelde,IG,3/16'Ann-3116'Ann 30 000' 4 cycles -120 OOpsf Stork 7212019 R&D 10064 A3,B4 C5,C5 TCTOV200P-17 Ol CW PG3120 Pa 1829mm x 1524mm FW A2 470 Pe *3600 Pa ISI II -3840 Pe Heritage Transom HWC2W1358 CW-PG752438 x 1524(96 00 x 60 00)FW'11 <001thm 75 +75-80 411B2012 413-H-120502 4VIN-7815 FL 11250('14) No No SP,WW CW-PG75 2438 x 1524(96 00 x 60 00)FW'OB +157psf 1128psf +112 78psf NIA 413-H-1205 03 Rect.Sash Set 40 OOft' 4 cycles -120 30psf Element 41182022 OnelM1e,IG,5132'HS-5132'HS A3,B5,C5,C5 ESPOO9Ti iP-1232 R&D 12009 CW-PG3600 Pa 2438mm x 1524mm FW A3 540 Pa +3600 Pa -3840 Pa Heritage Sterling DH Transom HWDIWI358 CW-PG702438 x 1524(96 00 x 60 00)FW'11 <0 OlcfMtft2 70 +70-75 12/52012 413-H-123502 T1'I:+T-,7t11 FL 11250('14) No No SP,WW CW-PG70 2438 x 1524(96 00 x 60 00)FW'08 +1 57psf 10 65psf +105 26psf WA 413-H-1235 03 Root Sash Set 40 OOfe 4 cycles -112 78psf Element 12152022 Citable,IG,5/32'HS-5132'HS A3,B5,C5,C5 ESPO12027P-1361) R&D 12093 CW PG3360 Pa 2438mm x 1524mm FW A3 510 Pe +3360 Pa -3600 Pa 111111�I III Classic rlad Casement Transom CEME1874 CW-PG65 2438 x 1524(96 00 x 60 00)FW'08 <0 01cfm1#' 65 x65 3282010 413-H-1097 00 1:V1K-1563 FL 7812('14) No No I SP.EE FW C65 2438 x 1524(96 00 x 60 00)'05 +1 57psf 9 75psf :97 50psf N/A 413-H-1097 01 Recl Sash Set 40 OOfe 4 cycles Stork 514/2018 Onehte,IG,5132'HS-5132'HS A3,B4,CS,C4 T(10028051'1f(t49 R&D 09229 CW-PG3120 Pa 2438mm x 1524mm FW 470 Pa x3120 Pe Classic Outswing Entrance Door Transom(CMDSS) CW-PG65 2438 x 1524(96 00 x 60 00)FW'11 4 01cfm#t' 65 ±65 5212013 413-H-1260 00 WN.15&3 FL 13091('14) No No SP,RR,CRC5R1358 CW-PG65 2438 x 1524(96 00 x 60 00)FW'08 +157psf 9 82psf .97 74psf WA 413-H-1260 01 Rect.Sash Set 4000f 4cycles Element 5212017 Onehte,IG,5132'HS-5132'HS A3,B5,C5,C4 RTO 13565P-1436 R&D 13022 CW PG3120 Pa 2438mm x 1524mm FW A3 470 Pa s3120 Pa Heritage Sterling DH Transom HWOM358 CW-PG65 2438 x 1524(96 00 x 60 00)FW'11 <0 01chrA2 70 -,65-70 12/282012 413-H-1238 00 b#1rN-18i8i0 FL 16319('14) No No IPD4,WW CW-PG65 2438 x 1524(96 00 x 60 00)FW'08 +1 57psf 10 65psf +97 74psf WA 413-H-1238 01 Real Sash Set 4000fe 4cycles -10526psf Element 413-H-123802 Onelits,IG,Lama 27 A3,B5,C5,C4 C W P L ESPO11407P-1823 413-H-1238 03 R&D 12094 .65 00psf 12/2812016 -70 OOpef CW-PG3120 Pa 2438mm x 1524mm FW A3 510 Pa +3120 Pa -3360 Pa Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual SS 3/23/16 page 33 of 84 Test Date Product Name& DP Rahng& Prod ID Code Hallmark# Descdptlon Box S¢e W.H Air Water structural Report# Exonation TDI# FL# HVHZ# Dade NOA Heritage Manor Trensom HWC2W1358 GW-PG702438 x 1524(96 00 x 60 00)FW'11 401dm#t' 71 x70 1172014 413-H-107904 Submitted FL 16945('14) No No IPD4.WW CW-PG702438 x 1524(96 00 x 60 00)FW'08 .157pst 1065psf .10526psf WA 413-H-107905 Rect Sash Sat 40 001P 4 fides C W P L Element 413-H-1079 06 Onelde,IG,Lamm 27 A3,B5,C5,C5 x70psf &9PO15fAV-1502 413-H-1079 07 R&D 13190 413-H-1079 08 11102022 CW-PG3360 Pe 2438mm x 1524mm FW A3 510 Pa x3360 Pa IP04 Heritage DH Fixed Widow HWf1 D CW-PG802438 x 1524(96 00 x 60 00)FW'11 401chn#t' 80 x80 6272013 413-H-126300 14IRJ917�. FL 13091('14) No No SP,W_ CW-PG80 2438 x 1524(96 00 x 60 00)FW'08 -157psf 1212psf x120 30psf WA 413-H-1263 01 Rect Direct Set 40 DOT 4gcles Quest 61172017 Onehte,IG,3/16'HS-3/16'HS Fixed,B5,C5,CS QCI`13-29161)7 R&D 12166 CW-PG3840 Pa 2438mm x 1524mm FW Fixed 580 Pe x3840 Pa Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 34 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sae W x Air Water Structural Report is Expiration TDI# FL# HVHz# Dade NOA Heritage Outswing Entrance Door Design Pressures range from 001cfMll2 65 "See note 5212013 No No FL 16521('14) Yes No HVHZ LMI,Rect,3080,WW +65-65 psi to-70-70 psf +156psf 9 75psf WA A Onehte,IG,Lem,27 continuous Element or Onekle,SG,Lem,14 CWPL ESP012332P-138.1 5 Muth Point Lock .65 00psf R&D 12133 -70 00ps f ••Please refer to DWG 1832 for sizes,limitations,and addtti.n.1 Information Heritage Outswing Entrance Door Design Pressures range from 0 Oicf nlft' 65 "See note 5212013 No No FL 16521('14) Yes No HVHZ LMI,Real,6080,WW +65-65 psi to+70-70 psi +1 56psf 9 75psf NIA _ fiw k Onelfte,IG,Lem,27 continuous Element A A or Onel,te,SG,Lem,14 CWPL E SP012542P-1385 5 Muth Point Lock On Acute Panel +65 00psf 2 Point Lock On Less Active Panel 3 -70 00psf R&D 12133 '` r;r,�-Q: M "y'""" F=9-+w'" .....rn•x,lu,. �"`-v.L=��=' '-, •'Please refer to DWG 1832 for sizes,limitations,and additional Information Heritage Outsw,ng Entrance Door Design Pressures range from 001cfmlft2 65 **See note 5212013 No No R-16521('14) Yes No HVHZ LMI,Arch Top,6080,WW +65-65 psi to-70-70 psf +i 56psf 9 75psf NIA C1 "-11132 A A Onel,te,IG,Lamm 27 continuous Element or Onehte,SG,Lem,14 CWPL FST012542P-1385 5 Multi Point Lock On Aciwe Panel +65 Wind 2 Point Lock On Less Active Panel -70 00psf R&D 12133 '•Please refer to DWG 1832 for sizes,limitations,and additional information Heritage Outswmng Entrance Door Design Pressures range from 0 01clmnt2 65 **See note 5212013 No No FL 16521('14) _Yes No HVHZ LMI,Round Tap,6080,WW +65-65 psf to+70-70 psf +1 56psf 9 75psf NIA l)J''c"au' 2 A A Onehte,IG,Lam,27 continuous Element or Onel,te,SG,Lem,14 CWPL E S1'0125421'-1385 5 Multi Paint Lock On Active Panel +65 OCpsf 2 Point Lock On Less Active Panel _ -70 OOpef R&D 12133 '... .. , .., .,,,,,L;�?1 d ... w...z.. ra "Please refer to DWG 1832 for sizes,limitations,and additional Information Heritage Outsw,ng Enhance Door Design Pressures range from 001cfnvft2 65 "See nate 5212013 No No FL 16521('14) Yes No I ? Stat/French/Stat30801608013080 +65.65 pef to+70-70 psi +156psf 975psf WA All Units-HVHZ LMI,WW continuous Element g A A f 25'x 4 0'Steel Bar Continuous VerL Mulls CWPL ESPD13542P-13 All Dears-Onehte,IG,LamI 27 465 00p,4 i ( or Onelmte,SG,Lem,14 -70 00psf f E' 5 Multi Point Lack On Active Panel „ w 2 Point Lock On Less Active Panel _ R&D 12133 •'Please refer to DWG 1832 for sizes,limitations,and additional Information Hentage Outsvmg Entrance Door Find Design Pressures range from 00lcfmJIP65 "See note 5212013 No No FL 16521('14) _ Yes_ No S HVHZ LMI,Recti 3080,WW +65-65 pat to+70-70 psi +156psf 9 75psf WA Onelmte,IG,Lem,27 continuous Element or Onehte,SG,Lamm 14 CWPL FSP012542P-J 385 +65 00psf R&D 12133 ' �¢`` -7000pef ••Please refer to DWG 1832 for sizes,limitations,and additional Information Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 35 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sae WxH Air Water Structural Report# Excitation TDI# Lam# HVHZ# Dede NOA Heritage Outswing Entrance Door Design Pressures range from 001CfMfl' 65 "See note 5212013 No No FL 16521('14) Yes No Heritage Faed Transom .65-65 psf to+70-70 psf +156psf 975psf WA 11611 .ie 32 French Door WM WMDSS Above Allowable unit pressure shall be the lesser of the pressure continuous Element HVHZ LMI,6089 w/transom,WW specified for the individual door&enndow units C W P L ESP012512P-1385 25'x 40'Steel Bar Continuous Harm Mull .6500psf p p All Units-Orilla,IG,Laml 27 -7000pcf or Onetite,SG,Lemi 14 5 Mule Paint Lock On Active Panel 2 Point Lock On Less Active Panel R&D 12133 :: g". Ny t Please refer to DWG 1832 for sizes,limitations,and additional Information Hentage Outswing Entrance Door Design Pressures range from 001cfm/R' 65 "See note 5212013 No No FL 16521('14) Yes No Single Door With WMDSS Above .65-65 psf to 170-70 psf .156psf 975psf Element ht HVHZ LMI,3080 w/transom,WW Allowable unit pressure shall be the lesser of the pressure continuous CWPL FSP0125121'-1385 25'x 4 0'Steel Bar Continuous Hora Mull specified for the individual door&vandow units .65 00psf p All Units-Onel te,IG,Lamm 27 -70 00psf or Onelmte,SG,Lamm 14 5 Mule Point Lock R&D 12133 ••Please refer to DWG 1832 for sizes,limitations,and additional Information Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 36 of 84 Test Date Product Name& DP Rahng& Prod ID Code Hallmark4l Description Box Sae W.H Air Water Structural Report# Expiration TOW EL# HVHZ# Dade NOA Heritage Outsvnng Entrance Door Design Pressures range from 001cfMff2 65 "See note 5212013 No No FL 16521('14) Yes No HVHZ HP,Rest,3080,WW 465-65 pat to 70-90 8 psi -1 56psf 9 75psf WA M010 A One61e,IG,118'T-1/8'T continuous Element or OneMe.SG,5132'T T—SP012542P-1385 5 Muld Point Lock R&D 12133 "Please refer to DWG 1833 for sizes,limitations,and additional Information Heritage Oulswmg Entrance Door Design Pressures range from 00fti 65 "See note 5212013 No No FL 16521(14) _ Yes No HVHZ HP,Recl,6080,WW +65-65 psi to 70-90 8 psf -1 56psf 9 75psf WA r:)W 3 A A Onelite,IG,118'T-118'T mnhnuous Element or Dinette,SG,522'T FSP012542P-1385 5 Muth Point Lock On Active Panel 2 Point Lock On Less Active Panel R&D 12133 .", HVHZ IIIc ••Please refer to DWG 1833 for adzes,Ilmit tons,and additional Information Herbage Outsvnng Entrance Door Design Pressures range from 0 01chn/ft' 65 "See note 5212013 No No FL 16521('14) Yes No HVHZ HP,Arch Top,6080,WW +65-65 psi l0 70-90 8 psi .1 56psf 9 75psf WA 1+V 3 Onetite,IG,118'T-118'T continuous Element A A or Onehte,SG,5/32'T FST0123421'-1385 5 Multi Point Lock On Active Panel 2 Point Lock On Less Acute Panel R&D 12133 ••Please refer to DWG 1833 for alzea,limitations,and additional Informatlon Heritage Outswmg Entrance Door Design Pressures range from 001cfnVft' 65 "See note 5212013 No No FL 16521('14) __Yes_ _ No HVHZ HP,Round Top,6080,WW 465-65 psi to+70-90 8 psi +1 56psf 9 75psf N/A BO<;183.4 Onehte,IG,1/8'T-118'T continuous Element A A or Cockle,SG,5/32'T .FSP0129421'-1385 5 Muth Pont Lock On Active Panel _ 2 Point Lock On Less Active Panel _.....,...y....,......._. .. .. . R&D 12133 ,,,, .. ....,_.....,� �,., ..._....,..ms.µ_ ._...._... '•Please refer to DWG 1833 for sties,limitations,and additional Information Heritage Outwing Entrance Door Design Pressures range from 001cfm/fP 65 "See note 5212013 No No FL 16521('14) _Yes_ No TSbaNFrench/Stet 308016080!3080 +65-65 pe to 70-908psi -156psf 975psf WA Blvd ¥j € All Umta-HVHZ HP,WW Allowable mulled unit pressure shall be the lesser of the allowable mnhnmus Element S A;A E 8 25'x 4 0'Steel Bar Continuous Vert Mulls pressure spelled for each individual unit within the mulled unit ESP012542P-1385 ? i All Dmra-Oneida.IG,118'T-118'7 1 ro€ or Onelita,SG,5132'7 w..,.... .. 5 Multi Point Lock On Acute Panel 2 Point Lock On Less Active Panel _ R&D 12133 HVH;HP ••Please refer to DWG 1833 for sizes,limitations,and additional Information Heritage Outswmg Enhance Door Foced Design Pressures range from 00Jdfrlil' 65 "See note 5212013 No No FL 16521('14) Yes No S HVHZ HP,Recl,3080,WW +65.65 pat to 70-90 8 psi r1 56psf 9 75psf WALi A8'33 Oneida,IG,118'T-118'T conbrimus Element or Onelita,SG,5/32'T ESP012542P-1385 R&D 12133 .. ..__ a...."....' .ItVt/L'�..,..._«.�:.....__.�:�.. _.^�...... ••Please refer to DWG 1833 Tor sizes,IlmMstions,and additional Information . : .° - Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 37 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Desorption Box Sae W x H Air Water Structural Report# Expiration TDM{ EL# HVHZ# Dade NOA Heritage Outswing Entrance Door Design Pressures range from 0 01cfMft' 65 "See note 5212013 No No FL 16521('14) Yes No Heritage Fared Transom +65-65 psf to+65-809psf .156psf 975psf WA 134 133.3 French Door With WMDSS Above Allowable unit pressure shall be the lesser of the pressure continuous Element HVHZ HP,6080 w/hansom,WW based on motion span&that speed for the individual door ESP012542P-13£35 25'x 4 0'Steel Bar Continuous Hora Mut &window units Door-Onelite,IG,118'T-118'T p p or Onelite,SG,5132'T Transom-Onehte,IG,118'T-118'T or Onelits,SG,114'T 5 Mulh Point Lack On Active Panel 2 Point Lack On Less Active Panel R&D 12133 .,....,..,., 111M17;if► .,-_..,...,... ,., <. ••Please refer to DWG 1833 for sizes,Ilmitetlons,and additional Information Heritage Outswing Entrance Door Design Pressures range from 001cfnVft' 65 'Bee note 5212013 No No FL 16521('14) Yes No Heritage Fared Transom +65-65 psfto+65-949list +156psf 975psf WA 3 Single Door With WMDSS Above Allowable unit pressure shall be the lesser of the pressure continuous Element HVHZ HP,3080 w/hansom,WW based on muton span&that specified for the individual door ESPO12542P-1385 25'x 40'Steel Bar Continuous Ha¢Mut &window oils A Door-Onetite,IG,118'7-118'7 or Onelite,SG,5/32'T -- Transom-Onelite,IG,118'7-118'T or Onehte,SG,114'T 5 Multi Point Lock R&D 12133 �, ...- .M,NVI�)tF*...,.._............... . ._ '•Please refer to DWG 1833 for sizes,limitations,and additional Information Heritage Transom WMDSS +70-70 psf 0 0lcfmlft' 70 x70 6/112013 No No FL 16519(74) Yes No HVHZ LMI,WW,Sash Set N 56ps1 10 Spsf x105psf WA -.S��G Onelite,IG,Lame 27 Continuous Element or Onelde,SG,Lemi 14 C W P L E5PQr12542P-13551 R&D 12143U X%61. x7000psf "Please refer to DWG 1836 for sizes,limitations,and additional Information HeritageVHTransom WMDSS mulled +70-70 psf 001cfmlff' 70 x706/1112013 No No FL 16519('14) Yes No HVHZ LMI,WW,Sash Set +156psf 105ps1 x105psf NIA 1)4'af Onelife,IG,Lem 27 Continuous Element or Onelite,SG,Lamm 14 C W P L F,SP0125421'-138.1,1 R&D 12143 �dg.'r^ >„m•Y,m,,.5r6';.`." "..�««"..'-'.M „ x7000psf '•Please refer to DWG 1836 for sizes,limitations,and additional Information Heritage Transom WMDSS Design Pressures range from 001dinift' 70 "See note 61112013 No No FL 16519 C14) _ Yes No HVHZ HP,Will,Sash Set +70-70 psf to+70-1061 psf +156psf 105psf NIA 'LLVc C:T Oneida.IG,118'T-118'T Continuous Element or Onel,ts,SG,114'T _ E,SP012542P-1385-i R&D 12143 '•Please refer to DWG 1837 for sizes,limitations,and additional Information Heritage Transom WMDSS mulled Design Pressures range from 0 0lcfm(ft' 70 "See note 6/112013 No No FL 16519(14) Yes _ No C❑❑❑ HVHZ HP,WW,Sash Set *70-70 psf to-70-109 4 pelf +1 56psf 10 5psf WA la Y 1 7 Ovalle,IG.118'T-118'T Allowable unit pressure shell be the lesser of the pressure Continuous Element or Onelite,SG,1/4'T based on mullion span&that specified for the individual window units ESPIT1:542P-13851 R&D 12143 ••Please refer to DWG 1837 for sizes,limitations,and additional Information Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 38 of 84 Test Date Product Name& DP Rating& Prod ID Cade Hallmark# Descnotlon Box Size WxH Air Water Structural Report# Exp TDI# F HVHZ# Dade NO Ultra Oper Casement R-PG60 914 x 2286(36 00 x 90 00)C'11 c0 01cf v 60 x60 822012 413411227 02 "HT4'IIvf 1793 FL 11002('14) No No SP,12'Cimle Top.EE R-MO914 x 2286(36 00 x 90 00)C'08 .157psf 919psf .9023ps1 WA 413-H-122703 M Onelft IG,3116'Ann-3116'Ann 19 7112 4 cycles ATI 822022 4 Mule Point Lock A3 - C-154701-60244 R&D 12084 R-PG2880 Pe 914m x 2286mm C A3 440 Pe x2880 Pa Ultra Oper Casement LC-PG65 914 x 2286(36 00 x 90 00)C'11 013.11m(W 65 +65-70 101122012 413-H-1234 02 7 FL 11002('14) No No SP,Segment Heed,EE LC-PG65 914 x 2286(36 00 x 90 00)C'08 +1 57psf 9 82psf +97 74psf NIA 413-H-1234 03 OneOte,IG,3116'Ann-3116'Ann 21 Oil 4 cycles -105 26psf Element 101122022 4 Muth Point Lock A3,B4,C5,C4 E4PO11455P-1329 R&D 12101 LC-PG3120 Pa 914mm x 2286mm C A3 470 Pe +3120 Pa -3360 Pa Ultra Oper Casement LC-PG50 914 x 1829(36 00 x 72 00)C'11 0 05cfm10' 50 x50 5/172012 413-H-1206 02 TM72v;-1793 FL 11002('14) No No SP,114'Circle,EE LC-PG50 914 x 1829(36 00 x 72 00)C'08 +157psf 7 52psf x7519psf WA 413-H-1206 03 Onelde,IG,118'Ann-118'Ann 16 071E 4 cycles ATI 5/172022 3 Mulh Point Lock A2 B9544 01-602-14 R&D 12036 LC-PG2400 Pe 914mm x 1829mm C A2 360 Pa x2400 Pa TIAY Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 39 of 84 Test Data Product Name& DP Rating& Pied ID Cade Hagmark# Descnohon Box Sae WxH Air Water Structural Report# Expiration TDI# FL# HVHZ# Dade NOA 706 Ultra Oper Casement LC-PG60 914 x 1829(36 00 x 72 00)C'11 0 04dm/fP60 x60 51162012 413-H-1207 02 FL 11002('14) No No HP.1/4'Cucle,EE LC-PG60 914 x 1829(36 00 x 72 00)C'08 .157psf 919psf x90 23psf WA 413-H-1207 03 0nelde,IG,5132'Ann-5/32 Ann 16 OF 4 rydes Element 51162022 3 Muth Pant Lock A3 69541-01-60244 R&D 12037 LC-PG2880 Pe 914mm x 1829mm C A3 440 Pa X880 Pa 706 Ultra Oper Casement CW-PG85 914 x 1829(36 00 x 72 00)C'08 <0 01ciMM 85 x85 5262010 413-H-1101 00 ShTIiti-751 FL 7421(14) No No HP,EE C-C85 914 x 1829(36 00 x 72 00)'05 +157pd 12 75psf x127 50pd WA 413-H-1101 01 � Onelite,IG,114'Ann-114'Ann 18 OOfF 4 fides West 5252018 3 Multi Point Lock A3 CX—D 0-1794 01 r-- R&D 10020 CW-PG4080 Pa 914mm x 1829mm C A3 620 Pa x4080 Pa SP,IG,118'Ann-1/8'Ann DP 50 706 Ultra Oper Casement CW-PG65 914 x 2286(36 00 x 90 00)C'11 0 0Idmlh' 65 x65 8/12012 413-H-1221 02 FL 11002('14) No No HP,EE CW-PG65 914 x 2286(36 00 x 90 00)C'GB .1 57psf 9 82psf x97 74psf WA 413-KI221 03 M OneSte,IG,1/8'HS-1/8'HS 2250f- 4eyl. Element 8112022 4 Muth Part Lock A3,84,C5,G4 - ESPO1 O737P-1291 R&D 12074 CW-PG3120 Pa 914mm x 2286mm C A3 470 Pa x3120 Pa SP,IG,3/16'Ann-3/18'Ann DP 50 706 EP Ultra Oper Casement CW-PG85 914 x 1829(36 00 x 72 00)C'08 0 0ICWf z 85 x85 6282011 413-&1127 02 4'4`Rk.°-17Xi;' FL 14857('14) No No HP,EE(225'Sash) 1800tH +157psf 12 75psf .12750pd NIA 6282019 Onelite,IG,114'Ann-1/4'Ann A3 4 cycles Stork 3 MulB Point Lock/Composite Hinges TMT 07122I'-I 095 RSD 11102 CW-PG4080 Pa 914mm x 1829mm C A3 620 Pa x4080 Pa SP,IG,5/32'Ann-5/32'Am DP 50 706 EP Ultra Oper Casement CW-PG80 914 x 1829(36 00 x 72 00)C'08 0 01 dm/B' 85 +85-80 12/12010 413-H-1127 00 ,Gb --1 57 FL 14857('14) No No HP,EE(2 25'Sash) 18 001N +1 57psf 12 75psf +127 50psf WA 12/12018 0nehte,IG,114'Ann-1/4'Ann 4cycles -120Opal Quest 3MWhPant Look A3 CK n0-188701 R&D 10079 CW-PG4080 Pa 914mm x 1829mm C A3 620 Pa +4080 Pa -3840 Pa SP,IG,5/32'Ann-5/32'Ann DP 50 �'` f ° > WORNFIER41 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 40 of 84 Test Date Product Name& DP Rating& Prod ID Gods Hallmark# Descnotion Box S¢e W x H Air Water Structural Report# 6muehon TDI# FL# HVHZ# Dade NOA 706 Ultra Oper Casement CW-PG65 914 x 2286(36 00 x 90 00)C'11 0 02cfm18' 65 -65-70 7282012 413-&1223 20 4�'IIQ-?!4 FL 11002(14) No No IPD4,EE(Maple Sash) CW-PG65914 x 2286(36 00 x 90 00)C'08 +l 57psf 982psf +9774psf NIA 413-H-122321 Onelite,IG,Lam]21 22 50W 4 cycles -105 26psf Element 413-H-1223 22 4 Multi Point Lock I Concealed 5 Euro Hinges A3,B4,C5,G4 C W P L FSPOI 076OP-1292 413-&1223 23 R&D 12076 +65 00psf 7/302022 -7000psf CW-PG3120 Pa 914mm x 2286mm C A3 470 Pa +3120 Pe -3360 Pa IPD4 706 Ultra Oper Casement CW-PG65 914 x 2286(36 00 x 90 00)C'11 0 02cimlf l 65 65-70 7282012 413-H-122312S�4'2A-779 FL 11002('14) No No IPD4,EE(Maple Sash) CWPG65 914 x 2286(36 00 x 90 00)C'G8 +157psf 9 82psf +97 74psf WA 413-H-122313 Onelue,SG,Lami 11 22 50ft' 4 cycles -105 26p1 Element 413-H-122314 4 Multi Point Lock I Concealed 5 Euro Hinges A3,B4,C5,C4 C W P L E9PO1076OP-1292_ 413-H-122315 R&D 12075 465 OOpid _ 71302022 -70 00psf CW-PG3120 Pa 914mm x 2286mm C A3 470 Pa 3120 Pa -3360 Pa IPD4 706 Ultra Oper Casement CWPG65 914 x 2286(36 00 x 90 00)C'11 0 02chn/8' 65 35.70 7282012 413-H-1223 08 [1FI'-77e1 FL 11002('14) No No IPD4,EE(Maple Sash) CWPGGS 914 x 2286(36 00 x 90 00)C'08 +157psf 9 82psf +97 74psf WA 413-H-1223 09 Onelde,IG,Lami 22(Temp) 22 5W 4 cycles -105 26psf Element 413-!4122310 4 Multi Point Lock I Concealed 5 Euro Hinges A3,B4,C5,G4 C W P L ESPO1076OP-1292 413-H-122311 R&D 12077 46 OOpsf 7(302016 -70 00psf CW-PG3120 Pa 914-x 2286mm C A3 470 Pa +3120 Pa -3360 Pa IPD4 706 Ultra Oper Casement CWPG70 914 x 1829(36 00 x 72 00)C'08 0 06cfm18' 85 x70 71192010 413-H-1115 08 tM IL\'779 FL 7421('14) No No 12'Circle Top,IPD4,EE(Maple Sash) C-070 914 x 1829(36 00 x 72 00)'05 +157psf 12 75psf x105 00psf WA 413-H-1115 09 Onelile,IG,Lami 21 17 03f' 4 cycles C W P L Stork 413-H-111510 3 Muth Point Lock/4 Tri-Euro Hinges A2,A3,B4,05,G4,C5 x85 OOpsi T_C_T(L39061P-0126A 413-H-111511 R&D 10024 413-H-111514 CW-PG3360 Pa 914mm x 1829mm C A2 620 Pa x3360 Pa 7282018 IPD4 706 Ultra Oper Casement CW PG60 914 x 1829(36 00 x 72 00)C'08 018cfm18' 85 x60 7/192010 413-H-1115 00Iti'Ih-779-779 FL 7421('14) No No 114'Circle,IPD4,EE(Maple Sash) C-C60 914 x 1829(36 00 x 72 00)'05 +157psf 12 75psf x90 00psf WA 413-H-1115 01 Onelde,IG Lami 21 16 07fF 4 cycles C WP L Stork 413-H-1115 02 3 Muth Point Look 13 Tn-Eum Hinges A2,A3,84,C5,C4,C5 x85 OOpsf T(7003906P-0126A 413-H-1115 03 R&D 10022 413-H-1115 12 CW PG2880 Pa 914..x IB29mm C A2 620 Pe x2880 Pa 7282018 IPD4 706 Ultra Oper Casement CWPG60 914 x 1829(36 00 x 72 00)C'08 017cfm1&' 85 x60 71192010 413-H-1115 04 Ch`IN% < FL 7421('14) No No Segment Head,IPD4,EE(Maple Sash) C-C60 914 x 1829(36 00 x 72 00)'05 +157psf 12 75psf All 00ps1 WA 4134H-1115 05 Onehte,IG,Lemi 21 17 608' 4 cycles C W P L Stork 413-H-1115 06 3 Multi Point Lock/4 Tn-Euro Hinges A2,A3,B4,C5,C4,C5 x85 00psf T(-T003906P-0126A 413-H-1115 07 R&D 10023 413-H-111513 CWPG2880 Pa 914mm x 1829mm C A2 620 Pa x2880 Pe 7282018 "IPD4 - 706 Ultra Oper Casement CWPG85 914 x 1829(36 00 x 72 00)C'08 <0 01chn#t' 85 x85 71162010 413-H41107 00 _ T/r'IN-779 FL 7421 Cl 4) No No IPD4,EE(Maple Sash) C-C85 914 x 1829(36 00 x 72 GO)'05 +157psf 12 75psf x127 50psf WA 413-H-1107 01 Onelile,SG,Lam 11 18 00tF 4 cycles C W P L Stork 413-H-1107 02 3 Multi Point Lock I Concealed 3 Eire Hinges A3,B6,C5,C5 x85 00psf T(7TOQN13P-0129' 413-H 1107 03 R&D 10047 413-H-1107 04 CWPG4080 Pa 914mm x 1829mm C A3 620 Pe x4080 Pa 7222018 ' i - IPD4 , ' Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 41 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Descnptlon Box Sme W x H Air Water Structural Report# Ezolraflon TDHI FL# HVHZ# Dade NOA 706 Ultra Oper Casement CW-PG85 914 x 1829(36 00 x 72 00)C'08 <0 01cfm#P 85 x85 7/162010 413-H-1111 00 FL 7421(14) No No IPD4,EE(Maple Sash) C-C85 914 x 1829(36 00 x 72 00)'05 .157psf 12 75psf x127 50psf WA 413-H-111101 Crile,IG,lam,21 18 OOfF 4 cycles C W P L Stork 413-H-111102 3 Multi Point Lock I Concealed 3 Eum Hinges A3,B6,C5,C5 x85 OOpsf TCT00390SP-0127 413-H-111103 R&D 10021 413-H-111108 CW-PG4080 Pa 914mm x 1829mm C A3 620 Pa x4080 Pe 7232018 IPD4 706 Ultra Oper Casement CW-PG85 914 x 1829(36 00 x 72 00)COB <0 OldrItW 85 x85 71162010 413-H-111104MI4`Ix:-779 FL 7421('14) No No IPD4,EE(Maple Sash) C-C85 914 x 1829(36 00 x 72 00)'05 +157psf 12 75psf x127 50psf WA 413-H-111105 Onel,le,IG,Lamm 22(Temp) 18 OofN 4 cycles C W P L Stork 413-H-111106 3 Mull]Point Lock I Concealed 3 Eum Hinges A3,B6,C5,C5 x85 OOpsf T(T003908P-0127 413-H-1111 07 R&D 10027 41341-111109 CW-PG4080 Pa 914mm x 1829mm C A3 620 Pa .4080 Pa 7232018 IPD4 706 Ultra Oper Casement LC-PG65 914 x 1829(36 00 x 72 00)C'08 0 OldnVft' 85 -0-70 7/192010 413-4-1122 00 _ib'th'.779 FL 14857('14) No No IPD4,12'Cucle Top,EE(Maple Sash) C-C65 914 x 1829(36 00 x 72 00)'05 +157psf 12 75psf <97 50psf WA 413-H-1122 01 Onekte,SG,Lem,11 17 03f- 4 cycles -105 OOpsf Stork 413-H-1122 02 3 Mulh Point Lock A2,A3,B6,C5,C4 C W P L TC7t03909P-0129 413-H-1122 03 R&D 10048 x85 00psf 413-H-112212 9/142018 LG-PG3120 Pa 914mm x 1829mm C A3 620 Pa *3120 Pa -3360 Pa IPD4' 706 Ultra Oper Casement LC-PGSO 914 x 1829(36 00 x 72 00)C'08 0 04ctMft' 85 x60 7/192010 413-H-1122 e4 1h'A-779 FL 14857('14) No No IPD4,1/4'Circle,EE(Maple Sash) C-060914 x 1829(36 00 x 7200)'05 -157psf 12 75psf .9000psf WA 413-H-112205 Onelmle,SG,Lam,11 16 071P 4 cycles C W P L Stork 413-1-1-1122 06 3 Muls Point Lock A2,A3,B6,C5,C4 x85 OOpsf TCT0390 -Q72A 413-H-1122 07 R&D 10049 413-H-112213 CW-PG2880 Pa 914mm x 1829mm C A3 620 Pe x2880 Pa 9/142018 IPD4 706 Ultra Oper Casement CW-PG60 914 x 1829(36 00 x 72 00)C'08 018efMft' 85 x60 7/192010 413-H-1122 08 ININ779µ- FL 14857('14) No No IPD4,Segment Head,EE(Maple Sash) G-C60 914 x 1829(36 00 x 72 00)'05 .l 57psf 12 75psf x90 OOpsf WA 41344-1122 09 Onefite,SG,Lem,11 17 03fF 4 cycles C W P L Stork 413-H-112210 3 Multi Pant Lock A2,A3,B6,C5,C4 x85 OOpsf TCT03909P=012R 413-H-112211 R&D 10050 413-H-112214 CW-PG2880 Pa 914mm x 1829mm C A2 620 Pa x2880 Pe 9/142018 IP04' HEMMKolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 42 of 84 Test Date Product Nerne& DP Rating& Prod ID Code Hallmark# Description Bax Sae W x H Air Water Slruch rel Report# Expiration TDI# FL# HVHZ# Dade NOA 706 Ultra Push Oul Casement CW-PG55 914 x 1829(36 00 x 72 00)C'08 <01 cfm#t' 60 x55 1242011 413-H-113100 G"Ih;•1561 FL 14857('14) No No SP,EE 1a 00f i -1 57psf 900psf x.825psf WA 1242019 Onelite,IG,5132'Ann-5132'Ann 4 cycles Quest 2 Single Point Locks/Friction Hinges A3 = OC-T11-2004 01 R&D 10141 CW-PG2640 Pa 914mun x 1829mm C A3 440 Pa x2640 Pe 706 Ultra Push Out Casement R-PG55 914 x 1829(36 00 x 72 00)C'08 012cfmlo' 75 •60 55 121162011 413-H-113102 -�RR 1561 R 9837('14) No No SP,Segment Head,EE 17 516' al 6psf 11 25psf •90 00psf WA 7/62019 castle IG,5132'Ann-5/32'Ann A2 4cycles -8250psf Quast Single Point Locks 16 Td Euro Hinges QM, 1?196 01 R&D 11013 R-PG2640 Pa 914mm x 1829mm C A2 540 Pa .2880 Pa -2640 Pe 706 Ultra Push Out Casement R-PG60 914 x 1829(36 00 x 72 00)C <01 cfridlP 60 x60 71132011 413-H-113104 :4kq -1561, FL 9837('14) No No SP,Segment Head,EE 17 51IF N 57psf 9 00psf x 90 OOpsf WA 7/132019 Onehle,IG,51J2'Ann-5/32'Ann A3 4 cycles Quest Muth Point Lock/6 Ts Eum Hinges (2-711-2187 01 R&D 11004 R-PG2880 Pa 914mm x 1829mm C A3 440 Pa x2880 Pa 706 Ultra Push Out Casement LC-PG60 914 x 1829(36 00 x 72 00)C'08 0180m 60 x6o 51132011 413-H-1150 00 6VIIti-1561" FL 9837('14) No No SP,12 Circle Top,EE,2 5/8'Was 17 03ft' i1 57psf 9 OOpst x 90 OOpsf WA 5/132019 Onate,IG,5132'Ann-5132'Ann A2,B4,C5,C4 4 cycles Stark 2 Muth Point Locks/6 Tit Euro Hinges TCT 0067O1P-1067 R&D 11005 LC-PG2880 Pa 914mm x 1829mm C A2 440 Pa x2880 Pa 706 Ultra Push Out Casement R-PG50 914 x 1829(36 DO x 72 00)C'08 <01 cfMO' 60 x50 71192011 413-11-113106 64'&-1561 FL 9837('14) No No SP,1/4 Grole Top,EE 16 07fl' H 57psf 9 00psf n75 OOpst WA 71192019 Onelde,IG,1181 Ann-118'Ann A3 4 cycles Quest 2 Single Point Lock 14 Td Euro Hinges CX`T11.2185 01 R&D 11012 R-PG2400 Pa 914mm x 1829mm C A3 440 Pe x2400 Pe Iq € 5 1 y- 14 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 43 of 84 Test Date Product Name& DP Robing& Prod ID Code Hallmark# Descnotion Box See W x H Air Water Stmclurel Report# Expiration TDI# FL# HVH2# Dade NOA okollik Ultra Push Out Casement R-PG50 914 x 1829(36 00 x 72 00)C'08 0 0"I"It, 60 x50 9/122011 413-H-113108447I�-!rah FL 11002('14) No No SP,1/4 Circle Top,EE 18 00fe +1 57psf 9 00psf x75 00psf WA 9/122019 Onelite,IG,5132'Ann-5/32'Ann A3 4 cycles Quest 3 Multi Point Lock/4 To Euro Hinges (.X"C71-21$1.07 R&D 11003 R-M400 Per 914mm x 1829mm C A3 440 Pa x2400 Pa Ultra Push Out Casement R-PG50 914 x 1829(36 00 x 72 00)C'08 012cfMft- 60 x50 11/142011 413-H-1175 00 ]r� -1561 FL 9837114) No No SP,12 Circle Top,EE 17 03f1' *1 spat 9 00psf x75 00psf WA 413-H-1175 01 INI Onelde,IG,5/32'Ann-5132'Ann A2 4cycles Quest 11/14/2019 2 Single Point Locks 16 Tn Euro Hinges QC-T-11 R&D 11014 R-PG2400 Pe 914mm x 1829mm C A2 440 Pa x2400 Pa Ultra EP Push Out Casement CW-PG55 914 x 1829(36 00 x7200)C'11 0 01.WW 55 x55 5282015 413-H-1131 10 In Process In Process No No HP,EE CW-PG55914 x 1829(36 00 x 72 00)C'08 -1 57psf 835psf ±8271psf WA 413-H-113111 Oreille,IG,5/32'Ann-5(32'Ann CW-PG55 914 x 1829(36 00 x 72 00)C S1-'09 4 cycles Element 413-H-1131 12 Single PantLock 12 Bar Fnction Hinges 1800fN _E$P019729P 17]] 8/112025 R&D 15004 A3 A3 400 Pe x2640 Pa CW-PG2640 Pa 914mm x 1829mm C SP,IG,118'Ann-178°Ann Do-50 Ultra EP Push Out Casement CW-PG65 914 x 1829(36 00 x 72 00)C'11 0 02cfm/ft' 65 45-70 5222015 413-14-113113 In Process In Process No No HP,EE CW PG65 914 x 1829(36 00 x 72 00)C'08 +1 57psf 9 82psf +97 74psf WA 413-H-1131 14 Onelite,IG,3116'Ann-3/16'Ann CW-PG65914 x 1829(3600 x 72 00)C S1-b9 4cycles -10526psf Element 413-H-113115 3 Point Look 12 Bar Friction Hinges 18 00fN ESP019730P-1712 5222025 R&D 15005 A3 A3 470 Pa +3120 Pa CW-PG3120 Pa 914mm x 1829mm C -3360 Pe SP,IG,178'Ann-1B'Ann Dp-50 Ultra Push Out Casement CW-PG65914 x 1829(36 00 x7200)C'11 0 01.WW 65 x65 1/142015 413-H-114210 Submitted FL 18603('14) No No HP,EE CW-PG65914 x 1829(36 00 x 72 00)C'08 +157psf 982psf ±9774psf N/A 413-H-114211 Onelite,IG,5(32'Ann-5/32'Ann CW-PG65 914 x 1829(36 00 x 72 00)C 81-'09 4 cycles Element 413-H-114212 Multi Point Lock l 2 Bar Friction Hinges 1800f1' ESP01$725__P-1.66_9 1/142025 R&D 14100 A3 A3 470 Pe ±3120 Pa CW-PG3120 Pa 914m x 1829mm C SP,IG,1/8'Ann-118'Ann DP-50 706 Ultra Push Out Casement CW-PG85 600 x 1067(24 00 x 42 00)C'08 0 Minor 85 ±85 12/92010 413-H-1132 00 W&.1561 FL 14857('14) No No HP,EE 7 001E +1 57psf 12 75psf x 127 5psf WA 12/10/2018 Onekte,IG,178'Ann-118'Ann 4 cycles Quest 1 Single Point Locks I Friction Hinges A3 R&D 10142 CW-PG4080 Pe 600mm x 1067m C A3 620 Pa x4080 Pa SP,IG,118'Ann-iB'Ann Dp50 Ultra Push Out Casement LG-PG65 914 x 2286(36 00 x 90 00)C'11 0 01 chr/W65 75-65 7/12015 413-H-1165 05 In Process FL 18603('14) No No HP,EE LC-PG65914 x 2286(36 00 x 90 00)C'08 +157psf 982psf +11278psf WA 413-H-116506 Onelite,IG,1/8'HS-1/8'HS LC-PG65 914 x 2286(36 00 x 90 00)C S1-'09 4 cycles -97 74psf Element 413-H-1165 07 4 Point Lock/2 Bar Friction Hinges 22 50ft' ESP020225P-1731 7192025 R&D 15072 A3 A3 470 Pe +3600 Pe CW-PG3120 Pa 914mm x 1829mm C -3120 Pa Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 44 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box She W x H Air Water Stmetural Report# Expiration TDI# ELI HVHZ# Dade NOA Ultra Push Out Casement CW-PG65 914 x 1829(36 00 x 72 00)CA 1 0 02cWft- 65 x65 3/1912015 413-H-114213 In Process FL 14857('14) No No IPD4,EE CW-PG65 914 x 1829(36 00 x 72 00)C'08 +1 57psf 9 82psf x.97 74psf WA 413-H-114214 Onelae,IG,Lad 60 18 golf 4 cycles C WP L Element 413-H-114215 3 Mule Point Lock 14 Concealed Euro Hinges A3 -65-70 ESP019226P-1692 413-H-114216 R&D 14097 413-H-114217 CW-PG3120 Pa 914mm x 1B29mm C 4/152025 A3 470 Pa x3120 Pa IPD4 Ultra Push Out Casement CW-PG65 914 x 1829(36 00 x 72 00)C'l1 0 02cfmfff 65 x65 31192015 413-H-114218 In Process FL 14857('14) No No IPD4,EE CW-PG65 914 x 1829(36 00 x 72 00)C'08 +1 57psf 9 82psf x 97 74psf WA 413-H-114219 Onelite,IG,Laml 61(Temp) 18 OOtf 4 cycles C W P L Element 413-H-114220 3 Mule Point Lock/4 Concealed Euro Hinges A3 45-70 ESP019226P-1692 4134+114221 R&D 14098 413-H-114222 CW-PG3120 Pa 914mm x 1829mm C 4052025 A3 470 Ps x3120 Pa IPD4 ` 706 Ultra Push Out Casement CWPG85 914 x 1829(36 00 x 72 00)C'08 <0 oldmW 85 zB5 4222011 413-H-1147 04 4VTh:-1562 FL 9837(14) No No IPD4,Segment Head,EE(Maple Sash) C-C85 914 x 1829(36 00 x 72 00)05 +1 57psf 1275psf x 127 5psr WA 413-H-1147 05 Onelde,IG,Lams 21 17601- 4 cycles C W P L Stork 413-H-1147 06 3 Mule Point Lock 16 Tn Euro Hinges A2,A3,B5,C4,C5 x 85 00psf TC7006402P-1052 413-H-1147 07 R&D 11007 413-H-1147 13 CW-PG4080 Pa 914mm x 1829mm C A3 620 Ps 14080 Ps 4222015 IPD4 706 Ultra Push Out Casement CW-PG65 914 x 1829(36 00 x 7200)C'08 <0 01chn#f 65 x65 4222011 413-H-1147 08 G4IIC-1562 FL 9837('14) No No INI IPD4,12 Circle Top,EE(Maple Sash) C-C65 914 x 18029(36 00 x 7200)'05 +1 57psf 9 75psf x 97 50psf WA 413-H-1147 09 Onelite,IG,Laren 21 17 03ff 4 cycles C W P L Stork 413-H-114710 2 Mule Point Lock 16 Tn Euro Hinges A2,A3,B5,C4,C5 x 65 00psf TC'T006402P-1052' 413-H-114711 R&D 11008 413-H-114714 CW-PG3120 Pa 914mm x 1829mm C A3 470 Pa x3120 Per 4222015 IPD4 706 Ultra Push Out Casement LCPG70 914 x 1829(36 00 x 72 00)C'08 017chNft' 75 x70 4222011 413-H-1147 00 TVI1C-1.562 FL 9837(14) No No H Na IPD4,1/4'Circle,EE(Maple Sash) O-C70 9141829(36 00 x 72 00)'05 +1 57psf 1125psf s 105 00psf WA 413-H-1147 01 Onelde,IG,Lam,21 16 07W 4 cycles C W P L Stork 413-H-1147 02 3 Mule Point Lock 14 Td Euro Hinges A2,A3,B5,C4,C5 .70 00psf TCT006402P-1052 413-H-1147 03 R&D 11006 413-H-114712 LC-PG3360 Pa 914rmn x 1829mm C A2 540 Ps x3360 Pa 4222015 IpD4 Ultra Push Out Casement CW-PG65 914 x 1829(36 00 x 72 00)C'11 0 02.Wf l 65 x65 3/192015 413-H-1142 23 In Process FL 14857(14) No No IPD4,EE CW-PG65 914 x 1829(36 00 x 72 00)C'08 +157psf 9 82psf x 97 74psf WA 413-H-1142 24 Onel,te,SG,Lem,17 18 00f1- 4 gcles C W P L Element 413-H-1142 25 3 Mule Point Look 14 Concealed Euro Hinges A3 +65-70 E9P(119226P-1692 413-H-1142 26 R&D 14099 413-H-114227 _ CW-PG3120 Pa 914mm x 1829mm C 4/152025 A3 470 Pa x3120 Pa Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 45 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sae W x H Air Water Structural Report# Ex_ io nation TOW FL# HVHZ# Dade NOA 706 Ultra Push Out Casement CW PG85 914 x 1829(36 00 x 72 00)C'08 <0 01chm 85 x85 51182011 413-H-115104 ACK-1562 FL 9837('14) No No IPD4,Segment Head,EE'(Maple Sash) C C85 914 x 1829(36 00 x 72 00)'05 .1 57psf 12 75psf x 127 5psf WA 413-H-115105 Onelite,SG,Lamm 11 17 60W 4 cycles C W P L Stark 413-H-115106 3 Multi Point Lock/6 Tn Euro Hinges A3 x 85 00psf .TCT006749P--1068 413-H-115107 R&D 11010 413-H-1151 13 CW-PG4080 Pa 914mm x 1829mm C A3 620 Pe x4080 Pa 5202015 IP04 706 Ultra Push Out Casement LC-PG70 914 x 1829(36 00 x 72 00)C'08 0 01cfmlf 85 x70 5/182011 413-H-115108 1UIN-1.562 FL 9837('14) No No IPD4,12 Circle Top,EE(Maple Sash) C C70 914 x 1829(36 00 x 72 00)'05 .1 57psf 12 75psf t 105 00psf WA 413-H-115109 Onel,te,SG,Lamm 11 17 03ft' 4 cycles C W P L Stork 413-H-1151 10 2 Multi Point Lack 16 Tn Eum Hinges A3 t 70 00psf TC-006749P-11 068 413-H-1151 11 R&D 11011 413-H-115114 LC-PG3360 Pa 914mm x 1829mm C A3 620 Pa x3360 Pa 5202015 IPD4, 706 Ultra Push Out Casement LC-PG70 914 x 1829(36 00 x 72 00)C'08 <0 01ctrNffl 85 x70 5/182011 413-H-115100 T-N1%1 1.362 R 9837('14) No No IPD4,114 Circle,EE(Maple Sash) C-C70 914 x 1829(36 00 x 72 00)'05 +1 57psf 12 75psf t 105 00psf WA 413-H-115101 Onelmte,SG,Lamm 11 16 07fF 4 cycles C W P L Stork 413-H-115102 3 Multi Point Lock/4 Tn Euro Hinges A3 x 70 00psf TCTO06749111068. 413-H-115103 R&D 11009 413-H-1151 12 LC.PG3360 Pa 914mm x 1829mm C A3 620 Pa x3360 Pa 5202015 IPD4, Ultra Push Out Casement R-PG85 914 x 2286(36 00 x 90 00)C'08 <0 01cfm/f' 85 x85 8/102011 413-H-1165 00 WIN-1562 FL 9837('14) No No IPD4,EE C-1185 914 x 2286(36 00 x 90 00)'05 .1 57psf 12 75psf .127 50psf N/A 413-H-1165 01 Onelmte,IG,Lamm 21 22 50fF 4 cycles C W P L Stork 413-H-116502 4 Multr Point Lock/5 Euro Hinges A3,B6,C5,C5 t 75 00psf T(770075021'1126 413-H-1165 03 R&D 11039 413-H-1165 04 R-PG4080 Pa 914mm x 2286mm C A3 620 Pa x4080 Pa 81102015 IPD4 BI P I Y 9P,161 b 3 IP'ilBi�PIII�''7 uJtiy�, �dx1x k A 4 � ? 1�"I Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 46 of 84 Test Data Product Name& DP Rating& Prod ID Code Hallmark# Desorption Box Size W x H Air Wafer Structural Report# E nation TDI# FL# HVHZ# Dade NOA 706 Ultra Push Out Awning CW PG701219x 914(48 00 x 36 00)AP'08 0 03cWft2 B5 x70 2/1/2011 413-H-1136 00 VVIK-14£€1 FL 10422('14) No No 118 EE 12 00W -1 57psf 12 cycles x10500psf WA 2112019 Oreille,IG,118'Ann-1/8'Ann 4 cycles Quasi 2 Single Point Lock/Fnceon Hinges A3 (xT11-2010 Ol R&D 10157 CW-PG3360 Pa 1219mm x 914mm AP A3 620 Pe x3360 Pe 706 Ultra Push Out Awning CW-PG851219 x 914(48 00 x 36 00)AP'OB 0 03cfirnV 85 ±85 2/2/2011 413-H-1135 00 UrI-1481 FL 10422('14) No No SP,EE 120011' .1 57psf 75psf x12750Psf NIA 2122019 Onelite,IG,1/8'Ann-1/8'Ann 4 4 cycles Quest Multi Point Lock I Friction Hinges A3 O:'T77-2009 07 R&D 10158 CW-PG4080 Pa 1219mm x 914mm AP A3 620 Pa x4080 Pa Ultra EP XL Awning LC-PG451524 x 2134(-60 x 84)API 1 <0 olden' 45 ±45 7/192012 413-H-1218 02 %'11%-1481 FL 10422('14) No No SP,EE LC-PG451524 x 2134(60 00 x 84 00)AP'08 -1 57psf 6 89psf ±67 67psf N/A 413-H-1218 03 Onelite,IG,3116'Ann-3116'Ann 17 03f? 4cycles Quest 71192022 4 Mule Point Lock I Fnction Hinges A3,A3,B3,C5,C3 OCT12--2692 Ol R&D 11201 LC-PG2160 Pa 1524mm x 2134mm AP A3 330 Pa x2160 Pa Ultra Awning LGPG451694 x 1435(-63 x 57)API 1 0 07drifft- 50 x45 5/142013 413-H-1178 02 Submitted FL 16692('14) No No SP,EE LC-PG451594 x 1435(62 75 x 56 50)AP'08 a1 57psf 7 SOPx67 67P5f WA 413-H-1178 03 Onelite,IG 5/32'Ann-5132°Ann 24 62f' 4 cycles Stark 8/12017 Single Point Lock l Concealed 4 Euro Hinges A3,B3 C3 fi8P013504P-1431 R&D 13021 LC-PG2160 Pa 1594mm x 1435mm AP A3 360 Pa x2160 Pa 706 Ultra Oper Awning CW-PG85 1219 x 914(48 CO x 36 00)AP'08 <0 01 cfm/8' 85 x85 5252010 413-H-1102 00 MNT-1481 FL 14076('14) No No HP,EE AP-C851219 x 914(48 00 x 36 00)'05 -157psf 12 75psf x127 50psf WA 413-H-1102 01 J Onehte,IG,5/32'Ann-5/32°Ann 12 00f? 4cycles Quest 5252018 IPoint Lock/Concealed 3EumHinges A3 =10-779407 R&D 10016 SP CW-PG4090 Pa 1219mm x 914mm AP A3 620 Pa x4060 Pa FZ-] 706 EP Ultra Opar Awning CW-PG851219 x 914(48 00 x 36 OD)AP'OB <0 01chn/(t' 85 x85 9202010 413-H-1121 00Il__'-141 FL 14076('14) No No HP,EE(2 25'Sash) AP-0851219 x 914(48 00 x 36 00)'05 +1 57psf 12 75psf x127 50psf NIA 413-H-1121 01 Onelile,IG,51.12'Ann-5132'Ann 12 OOfN 4 cycles Quest 9202018 1 Point Lock I Concealed 3 Euro Hinges A3 1�T70-7$iib 111 R&D 10081 CW-PG4080 Pa 1219mm x 914mm AP A3 620 Pa x4060 Pa 706 Ultra Oper Amino CW-PGB51219 x 914(48 00 x 36 00)AP'08 <0 01c15n/ft' 85 x85 7/142010 413-H-1110 00 WWW -1.580 FL 14076('14) No No ® IPD4,EE(Maple Sash) AP-6851219 x 914(48 00 x 36 00)'05 ri 57psf 12 75psf x127 50psf N/A 413-H-1110 01 Drains,IG,Lemi 21 12 OOft' 4 cycles C W P L Stork 413-H-1110 02 2-Single Point Lock/Concealed 3 Euro Mnges A3,B6,C5,C5 x85 OOpsf T(J00390SP-1}125 413-H-1110 03 R&D 10017 413-H-1110 OB CW-PG4080 Pa 1219mm x 914mm AP A3 620 Pe x4080 Pa 6/192018 IPD4 706 Ultra Oper Awning CW-PG851219 x 914(48 00 x 36 00)AP'08 <O 01chnRP 85 x85 7/142010 413-H-1110 04 WIN-14210 FL 14076('14) No No IPD4.EE(Maple Sash) AP-0851219 x 914(48 00 x 36 00)'05 .157psf 12 75psf x127 50psf NIA 413-H-1110 05 Onehle,IG,Lemi 22(Temp) 12 OOfN 4 cycles C W P L Stark 413 H-1110 06 El 2-Single Point Lock I Concealed 3 Eum Hinges A3,B6,C5,C5 x85 00psf TCT0039(}3P-0125 413-Wl110 07 R&D 10026 413-H-1110 09 CW-PG4080 Pa 1219mm x 914mm AP A3 620 Pa ±4080 Pa 6/19/2018 IPD4 716 Ultra Oper Awning CW-PG851219 x 914(48 00 x 36 0a)AP'08 <0 01droW 85 x85 71142010 413-H-1109 00 1(TJk-1480 FL 14076('14) No No IPD4,EE(Maple Sash) AP-0851219 x 914(48 00 x 36 00)'05 .1 57psf 12 75psf x127 50psf WA 413-H-1109 01 Onelile,SG,Lemi 11 12 OOff 4 cycles C W P L Stork 413 H-1109 02 2-Single Point Lock/Concealed Euro Knges A3,B6,C5,C5 x8500psf TCT003914P-0130 413-H-110903 R&D 10018 413-H-1109 04 CW-PG4080 Pa 1219mm x 914mm AP A3 620 Pa x4080 Pa 7202018 i- h Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 47 of 84 Test Date Product Name& DP Rating& Fired ID Code Hallmark# Description Box Sea W x H Air Water Structural Report# Excursion TDI# FL# HVHZ}# We NOA 706 Ultra Fixed Casement w/ CW-PG651829 x 914(-72 00 x 36 00)API 1 4 01cfm18' 65 -65-70 2202012 413-H-119204 WN-1881- FL 10422('14) No No (2)706 Ultra Oper Awning CW-PG651829x 1829(-7200 x 72 00)FW'l 1 +157psf 982psf +9774psf WA 413-H-119205 SP,EE LC-PG65 MA 1829mm Span/503mr(7200 in SpaN5400fts)'l 1 4cycles -10526psf Element 413-H-119206 1 Piece Integral Vertical Mull LC-PG651829 x 2743(72 00 x 108 00)AP'08 TCT003332P-1154 4134H-1192 07 ® Homontal CombmeOon Mull 5400112 2212022 Awning-Onebts,IG,3/32'Ann-3132'Ann A3,B3,C5,C3 Fixed-Onebte,IG,114'Ann-114'Ann Single Point Lack 12 Concealed Euro Hinges CW-PG3120 Pe 1829mm x 2743mm AP A3 470 Pe .3120 Pa R&D 11147 -3360 Pe 706 Ultra Fixed Cosemar w/ LC-PG70 2438 x 2750(96 0O x 108 25)AP'08 <0 011cfMfl' 85 x70 11212011 413-H-1177 00 W.1\,=1331 FL 10422(14) No No (2)706 Ultra Oper Awning AP-C70 2438 x 2750(96 00 x 108 25)'05 +1 57psf 12 75psf .105 OOpsf WA 413-H-1177 01 SP,EE 7217112 4cycles Stork 11212019 ® wl Steel Reinforced Combinabon Ho¢Mull A3,B6,C5,C5 TCT005466P--1156 2 Piece Continuous Vertical Mull Awning-Onebts,IG,i/8'Ann-118'Ann LGPG3360 Pa 2438mm x 2750mm AP A3 620 Pe x3360 Ps Fixed-Onebte,IG,5132'HS-5132'HS Single Point Lock I Concealed 3 Eum Hinges ' R&D 11144 706 Ultra Oper Casement CW-PG65 914 x 1680(-36 x 66)C'11 4 Oldmtft- 65 -70-76 8/92012 413-14-1226 03 WI?�-179 r W FL 11002('14) No No ® SP,EE CW-PG65 MA2288mm Spanl670m2(6613 in Span/3490ft')'l 1 +157psf 982psf +10526psf WA 413-H-122604 4'Vertical Ladder Spread Mull CW-PG65 1930 x 1680(76 00 x 66 13)C'08 4 cycles -112 78psf Element 413-H-1226 05 Onebte,IG,5132'Ann-5/32'Ann 3490f ESP010892P-1300 8/92022 3 Mulb Point Locks I Adjustable Ill A3,B4,C5,C5,G5 R&D 12091 CW-PG3120 Pe 1930mm x 1680mm C A3 470 Pa •3360 Pa -3600 Pe 706 Ultra Oper/Fixed Casemenlw/ R-PG60 3658 x 1829(144 00 x 72 00)C'08 0 05c15mlft' 85 x60 7262010 413-H-1112 00 WIN-1483 FL 7421(14) No No 706 Ultra Fixed Casement w/706 Oper Casement C-R603658x1829(14400x7200)'05 +157psf 1275psf .9000psf WA 413-H-111201 F F HP,EE R-PG60 914 x 1829(36 00 x 72 00)FW'08 4 cycles Quest 7262018 1 Piece Integral Vertical Mull FW-R60 914 x 1829(36 00 x 72 00)'05 CX-n G-1841 01 (2)2 Piece Continuous Vertical Mulls R-PG60 914 x 1829(36 00 x 72 00)C'08 Onelite,IG,3116'Ann-3/16'Ann C-R60 914 x 72 00(36 00 x 72 00)'05 3 Muth Point Lack I Adjustable Hinges 72 Off R&D 10043 A3,B6,C4,C4 R-P2880 Pa 3658mm x 1829mm C A3 620 Pa x2880 Pa 706 Ultra Oper Casement w/ LC-PG651829 x 1829(72 00 x 72 00)C'08 4 WWII 65 x75 7252011 413-H-1101 02 XION-791 FL 9837(14) No No ® w/7060per Casemurtwl C-C651829 x 1829(72 00 x 7200)'05 +157psf 975psf .11250psf NIA 413-H-110103 Vertical Combination Mull 36 Calf 4 cycles Stork 7252019 HP,EE A3,B4,C5,C5 TCT007311P-1113 Onelite,IG,3116'Ann-3116'Ann LC-PG3120 Pa 1829mm x 1829mm C A3 470 Pe x3600 Pa 3 Multi Point Lock I Adjustable Hinges R&D 11076 706 Ultra Oper Casement R-PG701829 x 1829(72 00 x 72 00)C'08 a Otof rift' 85 x70 7/1142010 413-H-1106 00 Lhirlh'-791,`7 FL 7421(14) No No ® HP.EE,Integral Mullion C-8701829 x 1829(72 00 x 7200)'05 +157psf 1275psf .10500psf WA 413-H-110601 Onelite,IG,3/16'Ann-3116'Ann 36 OOfe 4 cycles Quest 7/142018 3 Mulb Point Locks l Adjustable Hinges A3 QCT]0-181911] R&D 10044 R-PG3360 Pa 1829mm x 1829mm C A3 620 Pa x3360 Pe ,ypy Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/73/16 page 48 of 84 Test Date Product Name& DP Resng& Prod ID Code Hallmark# Description Box S¢e W x H Au Water Structural Report# Exomid.n _ TDI# FL# HVHZ# Dade NOA 706 Ultra Fined Casement w/ LC-PG751219 x 914(48 00 x 36 00)AP'11 4 01ctrn/ft' 85 x75 61112012 413-11-1210 05FL 10422('14) No No (2)706 Ultra Oper Awing LCPG75 Vill x 914(48 00 x 36 00)AP'08 .157psf 1273pst .11278psf WA 413-H-121006 HP,EE LC-PG75 2438 x 1829(96 00 x 72 00)FW'l l 4 cycles ATI 413-H-1210 07 ® wl Steel Reinforced Combination Horz Mull LC-PG75 2438(96)SPaN607m'922fe)MA'11 B5OO1-01-60244 413-H-121008 2 Piece Vertical Combination Mull LG-PG75 914(36)Span2 2m°(24ft°)MAI I 413-H-1210 09 Awing-Onelite,IG,118'Ann-118'Ann LC-PG75 2438 x 2749(96 00 x 108 25)AP'08 5/92022 Fixed-Onelite,IG,3116'HS-3116'HS 72 211' Single Point Lock/Concealed 3 Euro Hinges A3 R&D 11149 LC-PG3600 Pe 2438mm x 2749mm AP A3 610 Pe x3600 Pa 706 Ultra Oper Casement wl LC-PG70 2743 x 1829(108 00 x 72 00)C'08 4 Old ff 95 x70 6/152010 413-H-1103 00 ,lbR2ti—t9R3 FL 7421(14) No No 706 Ultra Fixed Casement GC70 2743 x 1829(108 00 x 72 00)'05 -1 57psf 12 75psf x105 OOpsf WA 413-H-1103 01 EE 54 OOfF 4cycles Quest 61152018 rs 2 PieContinuous Vertical Mull A3 04'I'1 0-1807 07 Casement-Onelite,IG,3116'Ann-3116"Ann Stat-Onelite,IG,5132'HS-5132'HS 3 Point Lock/Adjustable Hinges LC-PG3360 Pe 2743mm x 1829mm A3 620 Pe x3360 Pa R&D 10031 706 Ultra Casement Slacked LG-PG65 2445 x 3054(96 25 x 120 25)C'08 0 03dm/112 85 x65 51312011 413-H-1149 00t•h1 Q48.'i FL 14857('14) No No wl Steel Reinforced Horz Mull Along Side C-LC65 2445 x 3054(96 25 x 120 25)'05 .1 57psf 12 75psf x97 50psf WA 413-H-1149 01 706 Ultra Fixed Casement 80 38fP 4 cycles Quest 5/312019 w/Steel Remforced Horz Mull&Vert Mull A3 (TC-t17�2O55 Ol HP, Casement-Onelite,IG,5132'Ann-5132'Ann Sal-OneBfe,IG,3/16'6' Ann-3116'Ann 2 Point Lock I Adjustable Hinges LC-PG3120 Pa 2445mm x 3054mm C A3 620 Pa x3120 Pa R&D 10166 706 Ultra Oper Casement w/ CW PG65 2445 x 1829(96 25 x 72 00)C'08 <0 01chn#1' 85 +65-70 5272011 413-H-1148 00 tV4?v-1734 FL 9837('14) No No 706 Ultra Fixed Casement 4813W -157psf 1275psf -9750psf WA 413-HA14802 P w/Steel Reinforce Vert Mull A3 4 cycles -105 OOpsf Quest 413-H-1148 04 IPO4,EE C W P L l•27 23 Ql 5272019 Casement-One0te,SG,Lamm 11 -65 OOpsf Stet-Onelde,SG,Leri 14 -70 OOpsf 3 Point Lock/Concealed Hinges R&D 10165 CW-PG3120 Pa 2445mm x 1829mm C A3 620 Pe X3120 Pa -3360 Pe IPD4 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 49 of 84 C Test Date Product Name& DP Rehng& Prod ID Code Hallmark# Descnotmn Boz Sue W I H Au Water Structural Report# Emimllon TDI# FL# HVHZ# Dade NOA Ultra In—,g Casement C11-PG35 914 x 1829(36 00 x 72 00)C'11 N 11"'" 35 *35 d0 2202013 413-H-1257 00 FL 16642('14) No No SP,EE CW-PG35 914 11829(36 00 172 00)C'08 +1 57psf 5 43psf .52 63psf NIA 413-H-1257 01 Onatle,IG,3/32'Ann-3/32'Ann 18 Goff 4cycles -6015ps1 Element 2202017 Multi Point Lack A3,B2,C4,C2 E,9P011661P-131,9 3 Bull Hinges R&D 12134 CW-PG168OPa 914rim x 1829mm C A3 260 Pe +168OPa -1920 Pe Usha French Casement Push Out LCPG601524 11524(60 00 x 60 00)C'08 olcfm#t' 85 +85.60 71182011 413-H-1160 00 FL 9837(14) No No ® SP,EE GC601524 11524(60 00 160 00)'05 +1 57psf 12 75psf -97 60psf NIA 413-1-1-1160 01 Dinette.IG,1/8'Ann-1/8'Ann 25 OOfF 4 cycles -90 OOpsf Stork 7272019 Hoppe 7 Point Muth Point Lack 14 Bar Friction Hinge A3,B6,C5,C4 TCT00731 OP-1112 R&D 10163 LC-PG2880 Pa 1524mm x 1524mm C A3 620 Pa +3120 Pa -2880 Pe ® Ultra French Casement Push Out LC-PG75 1219 x 1219(48 00 148 00)C'08 0 03cWft2 85 +75.80 4262011 413-H-1160 02 W'I%i 560 FL 9837('14) No No SP,EE C-C751219 11219(4B 00 148 00)'05 +1 57psf 12 75psf +112 50psf WA 413-H-1160 03 Onehte,IG.1/8'Ann-118'Ann 16 OOfF 4 cycles -120 OOpsf Stork 7272019 Hoppe 4 Point Multi Point Lack 14 Bar Friction Hinge A3,B6,C5,C5 TCT005996P-1029 R&D 10164 LC-PG3600 Pa 1219mm x 1219mm C A3 620 Pa +3600 Pa -3840 Pa ® Ultra French Casement LC-PG50121:11524(48 00 x 60 00)C111 0 02cWft2 65 x50 3242015 413-H-1144 05 Submitted FL 18603('14) No No SP,EE LC-MO 1219 x 1524(48 00 x 60 00)C'O8 +1 57psf 9 82psf x7519psf N/A 413-1+1144 06 Onelite,IG,118*Ann-118'Ann LC-PG501219 11524(48 00 160 00)C S1-'09 4 cycles Element 413-H-1144 07 Hoppe 5 Point Multi Point Lock IAdjustable Hinges 20 DOW E,PO19229P-1694 3242025 R&D 15002 A3 A3 470 Pa x2400 Pe 1 Heed Strike LC-PG2400 Pe 1219mm x 1524mm C Ultra French Casement LC-PG551524 X 1524(60 00 X 60 00)C-11 0 01 of ruf. 65 x65 3242015 413-H-1144 02 Submitted FL 18603('14) No No ® HP,EE LC-PG651524 11524(6000 X 60 00)C'OB -1 57psf 982psf x9774psf WA 413-H-114403 Onefite,IG,5132'Ann-5132'Ann LC-PG651524 11524(60 00 160 00)C SI-'09 4 cycles Element 413-H-1144 04 HTL6 Multi Point Lock/Adjustable Hinges 25001E E,9P019228P_1693 31302025 R&D 15001 A3 A3 470 Pa x3120 Pa 2 Head Strikes LC-P(33120 Pa 1524mm x 1524mm C SP,IG,118'Ann-f/B'Ann OP 50 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 50 of 84 Test Date Product Name& DP Rahng& Prod ID Code Hallmark# Desorption Box Sae W x H Air Water Structural Resort# Expirallon TDI# FL# HVHZ# Dede NOA ❑ Ultra Stedmg DH 4036 LGPG50 1156 x 2043(-45 50 x 80 44)H'11 0 07 cfiMN 50 .50-55 132012 413-H-1182 02 ,lh'`L\-388 W FL 11310(14) No No SP,EE LC-PG501156 x 2043(45 50 x 80 44)H'08 +157psr 7 50psf +75 00psf WA 413-H-1182 03 Onelite,IG,3132'Ann-3132'Ann 25 42f? 4gdes -82 50psf Element 1142022 T Instellahon For Manufactured Hames A3,B3,C5,C3 E101,08801 P-1164 1 Lock/Cam Type LC PG24DO Pa 1156mm x 2043 mm H A3 360 Pa +2400 Pa R&D 11170 -2640 Pe Ultra Stedmg DH 4036 LG-PG501156 x 2043(45 50 x 8D 44)H'08 0 03cfWft2 50 -50-55 11222010 413-H-1129 05 tM'l�T- #.' FL 14301('14) No No SP,EE,Fiberglass Checkrall Cover 25 OF +1 57psf 750psf d5 00psf WA 11/22/2018 Onehte,IG,1/8'Ann-118'Ann 4 cycles 412 50psf Stork T 1 Lock/Cam Type A3,B3,C5,G3 -TCT0051RRP-0218 R&D 10097 LC-PG24DO Pa 1156mm x 2043mm H A3 360 Pa +2400 Pa -2640 Pa ❑ Ultra Sterling DH 4036 LC-PG651156 x 2043(45 50 x 80 44)H'08 0 06chN0' 65 x65 11222010 413-H-1129 00 -'W'W-388 FL 143DI('14) No No HP,EE,Fberglass Checkrall Cover 25 421P +1 57psf 9 75psf x97 5Dpaf WA 11/2212018 T Omelile,IG,1B'Ann-1/8'Ann 4 cycles Stork 1 Lock I Cam Type A3,84,C5,C4 T(-r005190P-0219 R&D 10093 LC-PG31201156 x 2043 H A3 470 Pa x3120 Pe Ultra Stedmg DH 4036 LC-PG651156 x 2043(-46 x 80)H'11 0 06.WtV 65 -,65-70 7232012 413-H-1225 04 Fb'Sh;-1819 FL 11310('14) No No IPD4.EE(Maple Sash) LC-PG651156 x 2043(45 50 x 80 44)H'08 +1 57psf 9 75psf +97 74psf WA 413-1-1-1225 05 Onehte,SG,Land 19 25 42fF 4 cycles -105 26psf Element 413-H-1225 06 T 1 Lock I Cam Type A3,84,C5,C4 C W P L E9PO10745P-1289 413-H-1225 07 R&D 12067 +65 00psf 7262022 -70 00psf LC-PG3120 Pa 1156mm x 2043—H A3 470 Pa +3120 Ps -3360 Pa IPD4 Ultra Sterling DH 4036 LC4'G651156 x 2043(45 50 x 80 44)H'08 0 06ofinT 65 x65 11232010 413-H-1129 00 tN11819' FL 14301('14) No No IPD4,EE,Fberglass Checkraml Cover 25 42T +1 57psf 975psf A7 50psf WA 413-H-112902 T Onelde,IG,Lamm 28 4 cycles C W P L Stork 413-H-1129 03 1 Lock l Cam Type A3,B4,C5,C4 x65 00psf TM05191P_0220 413-H-112904 R&D 10094 TCT00519-WE19 1tIM018 LC-PG3120 Pa 1156mm x 2043mm H A3 470 Pe x3120 Pa IPD4 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 51 of 84 Test Date Product Name& DP Raring& Prod ID Code Hallmark Al Desamtmn Bax S¢e W x H Air Water Structural Reoortp Exoaahon TOIN FLI) HVHZ# Dade NOA - Ultra XL Sterling DH LC-PG601219 x 3048(48 00 x 120 00)H'11 0 04cfmlft' 60 x651/122015 413-H-1129 07 In Process FL 18357('14) No No HP,EE LC-PG601219 x 3048(48 00 x 120 00)H'08 +1 57psf 919ps1 x97 74psf WA 413-H-1129 08 Gnehte,IG,5132'Ann-5/32'Ann 40 OOf2 4gdes Element 1/122025 1 Lock/Cam Type A3 ESP018721 P-1665 R&D 14104 CW-PG2880 Pa 1219mm x 3D48mm H A3 440 Pa .3120 Pa Ultra XL Sterling DH LC-PG601219 x 3048(48 00 x 120 00)H'l1 0 04ofWf- 60 x60 11122015 413-H-1129 09 In Process FL 18357('14) No No IPD4,EE LC-PG601219 x 3048(48 00 x 120 00)H'08 -157psf 919psf ±90 23psf WA 413-H-112910 W Onelite,IG,Larm 64 40 COW 4 fides C WP L Element 413-H-112911 T 1Lock/Cem Type A3 AS ODpsf ESPOIMAW-1678 413-H-112912 R&D 14105 ESPO18721 P-1665 413-H-112913 CW-PG2880 Pa 1219mm x 3048mm H A3 440 Pa .2880 Pa 413-H-112914 IPD4 1282025 a F11 I .Y= Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 32 of 84 Test Date Product Name& DP Rehng& Prod ID Code Ha9merk# Descnpton Box S¢e W x H A. Water St--ural Report# Exoirshon TDI# ELI HVHZ# Dade NOA ■ Ultra MAJESTAO DWSH CW-PG651422 x 2438(56 00 x 96 00)H'08 011 cfm#F 65 .65-70 8142010 413-H-1114 00 :6 r,tL-14139 FL 14301('14) No No y SP,EE H-C651422 x 2438(56 00 x 96 00)'05 +1 57psf 9 75psf +97 SOpsf WA 413-H-1114 01 Onellte,A 5132'Ann-5/32Ann 37 33fF 4 cycles -105 OOpsf Stork 9142018 1 Top Lack/1 Bottom Look A2,B4,C5,C4 TCT00407OP-0133 RID 10060 CW-PG3120 Pa 1422mm x 2438mm H A2 470 Pa +3120 Pa -3360 Pe Ultra MAJESTAO DWSH LC-PG651524 x 3048(60 00 x 120 00)H'08 011 cfm/fF 65 -65-70 4/162010 413-H-109400 Submitted FL 14198('14) No No SP,EE H-0651524 x 3048(60 00 x 120 00)'05 +157psf 9 75psf +97 50psf WA 413-H-1094 01 Onefite,IG,3116'Ann-3/16'Ann 5000fF 4cycles -10500psf Stork 41192018 T1 Top Lock/1 Bottom Look A2,B4,C5,C3 TCT002994P-0063 R&D 09140 LG-PG3120 Pa 1524mm x 3048mm H A2 470 Pa +3120 Pa -3360 Pa Ultra MAJESTAO DWSH LC-PG451829 x 3658(/2 00 x 144 00)H'08 0 09 ctmlfF65 x45 71192011 413-H-1094 02 Subnutted FL 11310 C14I No No SP,EE H-0451829 x 3658 Q2 00 x 144 00)'05 41 57psf 9 75psf :67 50psf WA 413 H-1094 03 T Onsite,IG,1/8'HS-iB'HS 72 OOW 4 cycles Stork 71192019 1 Top Lock I 1 Bottom Lock A2,B4,C5,C4 TCT006859P-1074 R&D 09144 LC PG2160 Pa 1829mm x 3658mm H A2 470 Pe x2160 Pe ❑ Ultra MAJESTAO DWSH CW-PG651422 x 2438(56 00 x 96 00)H'08 0 09 cfrtdlF 65 465-70 8142010 413-H-1114 02 Wb-T487 FL 14301('14) No No I IPD4,EE H-0651422 x 2438(56 00 x 96 00)'05 +157psf 9 75psf +97 50psf WA 413-H-1114 03 W Onelite,IG,Lemi 21 37 33fF 4 cycles -105 OOpsf Stork 413-H-111407 T Cam Looks 12 Keepers A2,B4,C5,C4 C W P L 7 070050021'-02(19- 8/42018 R&D 09145 x75 OOpsf GW-PG3120 Pa 1422mm x 2438mm H A2 470 Pa +3120 Pe -3360 Pa IPD4 Ultra MAJESTAO DWSH CW-PG651422 x 2438(56 00 x 96 00)H'08 011 cf VFF 65 +65-70 8/42010 413-Wll14 04 „G412ti.14877 FL 14301 P74) No No IPD4,EE H-C651422 x 2438(56 00 x 96 00)05 +1 57psf 9 75psf 497 50psf WA 413-H-1114 05 T Oneite,IG,Laml 22(Temp) 37 33ft' 4 cycles 105 OOpsf Stork 413-H-1114 06 Cam Looks 12 Keepers A2,B4,C5,C4 C W P L T(:T005002P 0203 8142018 R&D 10067 x75 00psf CW-PG3120 Pa 1422mm x 2438mm H A2 470 Pa +3120 Pa -3360 Pa IPD4 Him Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 53 of 84 Test Date Product Name& OP Rating& Prod ID Code Hallmark# Descri Box See W x H A, Water Structural Report# Exoirahon TDI# FL# HVHZ# Dade NOA Ultra Traditional 904 DH 4036 w/ LC-PG251156 x 2043(45 50 x 80 50)H'11 015cI.X 25 x25 4/132012 413-H-1215 00 Iti•1821« FL 11310('14) No No Vemcal Combination Mull wl LC-PG252311 x 749(9100 x 29 50)TR'11 +157psf 376ps1 .3759psf WA 413-H-121501 Ultra Traditional DH 4036 wl LC-PG25 2011(91)Span/1396(55)Tnb Width MA'11 4cycles ATI 413-H-121502 Horizontal Combination Mull w/ LC-PG25 2043(80)SpeN1156(46)Tnb Width MA'II 8882801-602-44 413-HA21503 Ultra DH Transom UED5R1358 LC-PG25 2311 x 2794(9100 x 110 00)H'08 413-HA215 04 AU Units-SP,ER 69 48fF 4/182022 DH-Oreille,IG,3132'Ann-3/32'Ann(9/16') A2,A3 Transom-Oneld%IG,3132'Ann.3!321 Ann LC-PG1200 Pe 231lmm x 2794mm H A3 180 Pe x1200 Pa 2 Locks/Cam Type R&D 11205 Ultra Sterling DH 4036 wl LC-PG601156 x2043(-46x80)H'11 004cfrtdft' 60 40.65 6262012 413-1-122005 Submitted FL 11310 C14) No No Vertical Combination Mull w/ GW-PG602311 x749(-91 x30)TR'l1 +157psf 919ps1 4023psf WA 413-H-122006 Ultra Sterling OH 4036 w/ LGPG60 MA 2311mm Span/14033mm Tnb Width(91 in Span/55 22 in Trib Width)'11 4 cycles -97 74psf Element 413-H-1220 07 Horizontal Remf Mull 25'x 3 5'Steel wl LC-PG6G Mk 2043mm Sponfll56mm Tnb Width(8g 44 in Span145 50 m Tnb Width)'11 F9POI(991 P-1269 413-H-1220 08 Ultra DH Transom UED5E1642 LC-PG60 2311 x 2799(91 00 x 110 19)H'08 413-H-1220 09 AU Units-HP,EE 69 63W 6262022 DH-Onelite,IG,11/8'Ann-718'Ann A2,B4,C5,G4 Transom-Onelde,IG,5/32'Ann-5132'Ann 1 Lack I Cam Type LC-PG2880 Pa 2311 mm x 2799mm H A3 440 Pa •2880 Pe R&D 12008 -3120 Pa Ultra Traditional DH 4036 w/ LC-PG251156 x 2043(45 50 x 80 50)1'11 0 04efmlft' 25 x25 4/172012 413 H-1214 00 X171 FL 11310('14) No No Vertical Combination Mull w/ LC-PG251969 X 2043(77 50 X 80 50)FW'11 +1 57psf 3 76ps1 x37 59psf WA 413-H-1214 01 v Ultra Traditional Fixed DH Studio LC-PG25 2043(80)Span/1562(46)TO Width MA'11 4cycles ATI 413-H-121402 All Units-SP,ER LC-PG253124 x 2043(123 00 x 80 50)H'08 ,B13M01-602-34 413-H-121403 DH-Onelite,IG,3/32'Ann-3132'Ann(9116') 68 7ft' 7132022 Studio-Oneida,IG,5132'Ann-5/32'Ann A3 2 Locks I Cam Type R&D 11206 LG-PG1200 Pa 3124mm x 2043mm H A3 180 Pa x1200 Pe ❑ Ultra Sterling DH 4036 w/ LC-PG651156 x 2043(-45 50 x 80 44)H'l1 0 03dMft2 65 x65 2272012 413-H-1187 04 Submitted FL 11310 C14) No No W Vertical Combination Mull wl LC-PG65 2578 x 2043(-10150 x 80 44)FW'11 +16psf 9 82psf x97 74psf WA 413-H-1187 05 Ultra Sterling Fixed OH Studio LC-PG65 MA 2032mm Spall 63m'(80 0 m Spen8211ft')'11 4 cycles Ouasl 413-H-1187 05 All Units-HP,EE LC-PG65 3734 x 2043(147 00 x 80 44)H'08 (_X.I_I2:Z4 0] 413-H-1187 07 DH-Onelite,IG,118"Ann-118'Ann 82 11W 2272022 Studio-Onebte,IG,3116'HS-3116'HS LC-PG3120 Pa 3734mm x 2043mm H A3 470 Pa x3120 Pa 1 Lock/Cam Type R&D 11150 Ultra Sterling DH 4036 w/ LC-PG651168 x 2794(45 50 z 109 94)H'08 0 03ctrn/ft' 65 x65 3/92012 413-H-1193 00 SubrmOed FL 11310 C14) No No Ultra DH Transom UE05E1642(URSHSS)w/ H4.C651168 x 2794(45 50 x 109 94)'05 +1 6psl 9 75paf x97 50psf NA 413-H-1193 01 Horizontal Combination Mull w/ 4cycles Quest 3182016 A0 Units-HP,EE QC�tI]-2968 0] T DH-Onelite,IG,1/8'Ann-1/8'Ann 3474ft' Transom-Onelite,IG,3132'Ann-3132'Ann A3 1 Lock/Cam Type LC-PG3120 Pa 1168mm x 2794mm H A3 470 Pe x3120 Pe R&D 11134 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 54 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Descnohon Box Sae INxH Air Water Structural Report# Ezmmshon _TDI# FL11 HVHZ# Dade NOA Ultra Sterling DH w/ LC-PG65 902 x 2902(35 50 x 114 25)H'08 <0 01cfmRt' 65 x65 6/172010 413-H-1104 00 Mlb`IN-14 FL 14198('14) No No Ultra DH Transom UED5E1642(URDHSS) LGPG65 902 x 2286(35 50 x 90 00)'08 A 57pst 9 75psf x97 50psf NA 413-H-1104 01 25'x 4 5'Steel Bar Conhnumm Hoa Mull H-LC65 902 x 2902(35 50 x 114 25)'05 4 cycles C W P L coast 413-H-1104 02 All Units-IPD4.EE H-LC65 902 x 2286(35 50 x 90 00)'05 x65 00psf (D(,n 0-1808()1 413-H-1104 03 .l OH-Onelite,IG,Lamm 28 2817fF 413-H-1104 04 T Transom-Onelite,IG,Lama 21 A3 413-H-1104 05 1 Lock/Cam Type LC-PG3120 Pa 902mm x 2902mm H A3 470 Pe x3120 Pa 413-H-1104 06 R&D 10028 413-H-1104 07 413-H-1104 08 413-H-1104 09 413-H-1104 10 413-H-1104 11 IP04 413-H-710425 61172018 Ultra Starring DH w/ LC-PG65 902 x 2902(35 50 x 114 25)H'08 <0 Olchfit- 65 x65 6/172010 413-H-110412 µI?h-1 FL 14198('14) No No Ultra DH Transom UED5E1642(URDHSS) LC-PG65902 x 2286(35 50 x 9000)'08 .157psf 975psf x9750psf NA 413-H-110413 -11'x 4 5'Slee)Bar Conhnoous Hort Mull H-LC61902 x 2902(35 50 x 114 25)'05 4 ydes C W P L Ouast 413-H-110414 All Units-IPD4,EE H-LO65 902 x 2286(35 50 x 90 00)'05 x65 OOpsf OM O-1808 01 413-H-110415 DH-Onelrts,IG,Laml 42 28 17111 413-H-110416 ElTransom-Onefile,IG,Lamm 27 A3 413-H-110417 1 Lack I Cam Type LC-PG3120 Pe 902m x 2902mm H A3 470 Pa x3120 Pa 413-H-110418 R&D 10029 413-H-1104 19 413-H-110420 413-H-110421 IPD4 413-H-110422 413-H-1104 23 413-H-110424 6/172018 �0.Y27 g�. �'sa- Y� Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 55 of 84¢ Test Date Product Name& OP Rating& Prod ID Coda Hallmark# Description Box Sae WxH Aur Water structural Reoodp EEPna6on TDI# FLft HVHZ# Dade NOA Ultra Pocket DH l Comblrabon Muted to LC-PG30 2311 x 2031(9100 x 79 97)'08 015c1111,0' 35 x30 9282011 413-H-1200 06 Submitted FL 11310('14) No No Ultra Packet DH H LC30 2311 x 2031(9100 x 79 97)'05 .1 57psf 5 25psf x45 00psf WA 413-H-1200 07 SP,4036,W/4036 5053ft2 4cycles Quest 9272019 T Onekte,IG,3/32'Ann-3132'Ann A2 Q I_tl-?)6901 2 Locks/Cam Type LC-PG1440 Pa 2311 mm x 2031 mm A2 260 Pe x1440 Pa Window Frame Installation R&D 11108 Ultra Pocket DH/Combination Mulkid LIGIO 2311 x 2031(9100 x 79 97)H'11 018cbMP 35 x30 3/62012 411"11-111104 Submitted FL 11310114) No No Ultra Pocket DH H-LC30 2311 x 2031(9100 x 79 97)'05 '16psf 5 25psf x45 00psf WA 413-H-1200 05 SP,4036,w/4036 50 53f? 4cycles Quast 3162016 Onelile,IG,3132'Ann-3132'Ann A2 (lC...-�C17?367 Ol T T 2 Locks I Cam Type LC-PG1440 Pe 1156mm x 2031 mm H A2 260 Pe x1440 Pa Buck Installation R&D 11107 Ultra Pocket DH Transom EE(SP) LC-PG351969 x 1541(77 50 x 6100)FW'11 N 01cf f t2 35 :35 322012 413 H-1200 08 T 'lit-1(I�1; FL 11250(14) No No 0 Combination Mulled Over An LC-PG35 MA 1969mm(78)m Span/4 5m'(48 802)'11 •1 57psf 5 43psf x52 63psf WA 413-H-1200 09 Ulba Pocket DH Studio EE(SP) LC-PG351969 x 753(77 50 x 29 63)FW'l1 4 cycles ATI 413-H-120010 Window Frame Installation LCPG351969 x 1541(77 50 x 90 50)FW'08 --B7526.O1-60-34 413-H-120011 Studio-Onelds,IG,5/32'Ann-5132'Ann 48 802 322022 Transom-Onelite,IG,1/8'Ann-1/8'Ann A3 R&D 11190 LC-PGI 680 Pe 1969mm x 1541mm FW A3 260 Pa x1680 Pa Ultra Traditional Horizontal Slider 3240 R-PG251791 x 1189(-71 x 47)HSA 1 0100frN 25 x25 8192012 413-H-1228 00 No Fl.16696('14) No No SP,ER R-PG251791 x 1189(70 50 x 46 81)HS'08 +1 57psf 3 76psf x37 59psf WA 413-H-1228 01 Oreille.IG,3132'Ann-3132'Ann(9/16*) 2295fF 4cycles Element 91112016 2 Lock I Cam Type A3,B1,C3,C1 E13POIOA91 P-1299 R&D 12092 R-PG1200 Pa 1791mm x 1189mm HS A3 180 Pa x1200 Pa �����'''ss''' .�T� ...m. ,a-.v ;t, nee u!e 'e • .tre ,- IE::� -� Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 56 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Descnotion Box She W x H Air wet., 6trucmrel Report# Exp TDI# FL# HVHZ# Dade NOA Ultra French Inswing Door R-PG201884 x 2510(-74 x 99)SHD'11 011cfmlft' 20 -20-25 7292013 413-H-1269 00 No No No NO 6080,SP,French,EE R PG201884 x 2510(74 19 x 98 81)SHD'08 +157pst 313psf +30 08psf WA 413-H-1269 01 A A Onefite,IG,118'7-118-T 5091fP 4cycles -3759pst Element 7292021 3 Point Lock On Active Panel A3,B1 ESP014213P-1454 2 Point Lack On Less Acute Panel R&D 11152 LC-PG960 Pe 1884mm x 2510mm SHD A3 150 Pa +960 Pa -1200 Pa Ultra Inswing Door LC-PG50 956 x 2507(37 63 x 98 72)SHD'11 <0 01chn#t' 50 .50 4242013 413-H-1258 00 'm IQI;3 FL 16653(14) No No 3080,HP,EE LC-PG50 956 x 2507(37 63 x 98 72)SHD'08 +1 57ps1 7 52psf :752psf WA 413-H-1258 01 A Onelds,IG,118'T-118'T 50 86fP 4 cycles Quasi 4252017 5 Paint Lock A2 CX-7.13-29/4 U7 R&D 13053 LG-PG2400 Pa 956mm x 2507mm SHD A2 360 Pe x2400 Pe Ulha Inswing Door LG-PG401884 x 2507(74 19 x 98 72)SHD'11 4 01cfm#t' 40 +40 45 4242013 413-H-1259 00 L7R-fi45 FL 16653('14) No No 6080,HP,French,EE LG-PG401884 x 2507(74 19 x 98 72)SHD'08 +157psf 606psf +6020psf WA 413-H-125901 Onerite,IG,118'T-118'T 50 86K' 4 cycles 67 70psf Coast 4242017 A A '7'1 3 2978 111 5 Multl Paint Lock On Actwe Panel A3 2 Poml Lock On Less Active Petrel R&D 13052 LG4'G1920 Pa 1844mm x 2507mm SHD A3 290 Pa +1920 Pe -2160 Pe Ultra Inswing Door LC-PG401884 x 2507(-75 x 99)SHD'11 006cfm/ft' 40 +4045 8182013 413-H-128000 Submitted FL 16744('14) No No IPD3,French,EE LC-PG401884 x 2507(74 19 x 98 72)SHD'08 +1 57pst 6 06psf +6015psf WA 413-H-1280 01 Onelite,IG,Lamm 27 5086tH 4cycles 6767paf Stork 413-H-128002 A A 5 Multi Point Lock On Active Panel A3 C W P L E13P(114214P-1455 413-H-1280 03 2 Point Lock On Less Active Panel +40 00pst 413-H-1280 04 R&D 13067 15 00psf 10/1112021 LC-PG1920 Pa 1844mm x 2507—SHD A3 290 Pe +1920 Pa -2160 Pe IPD3 Ultra Inswmg Door LC-PG401884 x 2507(-75 x 99)SHD'11 006cf.A. 40 +4015 8182013 413-H-1280 00 Submitted FL 16744('14) No No IPD3,French,EE LC-PG401884 x 2507(74 19 x 98 72)SHD'08 +157psf 6 06psf +6015psf WA 413-H-1280 01 Onelite,SG,Larm 17 50 86ft' 4 cycles 67 67psf Stork 413-H-1280 02 A A 5 Multi Point Lock On Active Panel A3 C W P LESP(114214P=14L�S 413-H-1280 03 2 Point Lock On Less Active Panel +40 00psf 413-H-1280 04 R&D 13068 45 00paf 10/112021 LC-PG1920 Pa 1844mm x 2507mm SHD A3 290 Pa +1920 Pa .2160 Pe IPD3 For raised panel information,please see note#33 on page 5. -__ ,,S yp,., i V 3,y:' xw^xe-gear•.�.'..._..' ^ ' y Aga Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 57 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark p Descnohon Box Sae W x H Air Water Structural Report# Emneeon TDM# LO INHZX Dade NOA S Ultra TradNonal Inswmg Door Sxtehte CW-PG701273 x 2507(-50 x 99)FD'11 4 OldnV' 70 d5-80 5162013 413-H-126100 rIN-1893- FL 16653('14) No No SP,EE,Narrow Stiles CW PG701273 x 2507(60 13 x 98 72)FD'08 .157psf 10 65psf .112 78psf WA 413 H-126101 Onshte,IG,118'T-118'T 34 37fP 4 cycles -120 30psf Element 51142017 R&D 13028 A3,B5,C5,C5 ESPO13415P-1427, CW-PG3600 Pa 1273mm x 2507mm FD A3 510 Pa x3600 Pa -3840 Pe Ultra TradNonel Inswmg Door Side% CW-PG651273 x 2507(-50x 99)FD'l1 4 Olorm/8' 65 45-70 5132013 413-H-1255 00 "1-VLAi-157O• FL 16653('14) No No S IPD4,EE,Narrow Stiles CW-PG651273 x 2507(50 13 x 98 72)FD'08 .157psf 982psf .9774psf WA 413-H-125601 OneSte,SG,Lan 17 34 37fP 4 cycles -105 26psf Element 413-H-1256 02 R&D 13030 A3,B4,C5,C4 C W P L E13POI289SP-1406 413-H-1256 03 45 00psf 5/32017 -70 00pcf CW-PG3120 Pe 1273mm x 2504mm FD A3 470 Pa -3120 Pa -3360 Pa IP04 Ultra TradiOonal Inswing Door Sidelite CW-PG651273 x2507(-50x 99)FD'l1 401ctmV 65 45-70 5132013 413-H-125604 WIR-1570 FL 16653('14) No No $ IPD4,EE,Narrow Stiles CW-PG651273 x 2507(50 13 x 98 72)FD 108 .157psf 982psf -9774psf WA 413-H-125605 Onelite,IG,Lamm 27 3437ft' 4cycles -10526psf Element 413-H-125606 R&D 13029 A3,B4,C5,C4 C W P L ESPOI 2898P-1406 413-H-1256 07 45 OOpsf 5/32017 -70 00psf CW-PG3120 Pa 1273mm x 2504mm FD A3 470 Pa +3120 Pa -3360 Pa IPD4 For raised panel information,please see note#33 on page 5. Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 58 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Damnation Boz Sme WxH Air Water Structural Report# Expiration TDI# FL# HVHZ# Dade NOA Ultra Gerdenalre Sliding Patio Door R-PG401981 x 2500(78 00 x 98 44)SD'08 017cfin/W 65 x40 51172015 413-H-1146 00 .rDR-525-M FL 14942('14) No No SP,6680,EE SD-R40 1981 x 2500(78 00 x 98 44)'05 +157psf 9 75psf x60 OOpsf WA 413-H-1146 01 Narrow Stile 53 32' 4 cycles Quest 51172019 Onelite,IG,1187- T A2 ("X 711-2114 Ql Smgle Point Lock R-PG1920 Pa 1981mm x 2500mm SD A2 470 Pa x1920 Pa R&D 10149 Ultra Operating Gardenaire Sliding Door LC-PG35 2438 x 2500(-96 x 98)SD'11 0 OBcIi vW 35 x45 11132014 413-H-1070 44 In Process In Process No No SP,8080,and,EE LC-PG35 2438 x 2500(96 00 x 98 44)SD 118 +157psf 5 43psf x67 67psf WA 413-H-1070 45 .� Narrow Stile LC-PG35 2438 x 2500(96 00 x 98 44)SD S1-'09 4 cycles Element 413-H-1070 46 Oneltle,IG,118'T-118'T 65 fit If FSPO17954P-1629 1 1122022 Single Ppml Lock A3 R&D 14114 LC-PG1680 Pa 2438mm x 2500mm SD A3 260 Pa 12160 Pa Ultra Opereang Gardename Sliding Door LCPG45 2438 x 2500(-96 x 98)SD'11 O tOcfm/W 55 145 12162013 413-H-1070 02 Submdted FL 13785(14) No No SP,8080,Clad,EE LC-PG45 2438 x 2500(96 00 x 98 44)SD VS +157psf 8 35psf 167 67psf WA 413-H-1070 03 Wide Stiles 6563W 4cycles Element 12/162021 One6te,A 118'T-12'T A3,B4,C3 FSPO1539rSP-1494 Single Point Lack LC-PG2160 Pa 2438mm x 2500mm SD A3 400 Pa 12160 Pa R&D 13104 Ultra Gardenatre 4 Wide Sliding Patio Door R-PG50 4834 x 2094(190 34 x 82 44)SD V8 0 06cfrN8' 50 .50 6/3(2011 413-H-1070 47 'DR-523 W FL 14942('14) No No SP,16068,EE SD-R50 4834 x 2094(190 34 x 82 44)'05 +157psf 7 50psf x75 00psf WA 413-H-1070 48 f r Wide Stile 10895 tF 4cycles Quest 6/302019 One6ts,IG,118'T-118'T A3 CK-T11-2122 01 Single Point Lock R-PG2400 Pe 4834mm x 2094mm SD A3 360 Pa 12400 Pa R&D 11015 Ultra Gerdenatre 4 Wide Sliding Patio Door LC-PG30 4835 x 2500(-190 x 98)SD'11 0 07cfm/W 30 x30 10282ces 014 413-H-1070 37 In Pros In Process No No SP.16080,EE LC PG30 4835 x 2500(190 34 x 98 44)SD'08 +157psf 4 59psf .451 1psf WA 413-H-1070 38 r r Name.Stlts 13012 ft' 4 cycles Element 413-H-1070 39 Gnefite,IG,1/8"T-118'T A3 ESPO17955P-1624 10282022 Single Point Lock R-PG1440 Pa 4835mm x2500mm SD A3 220 Pa 11440 Pa R&D 14068 Ultra Gardenaire Shdmg Patio Door LDPG452500mm Span/1251mm Tri6Width(9844 In Span/4925 in Tab Width)MA'11 006cfmlft' 55 145 11132014 413-H-107040 In Process In Process No No Combination Mulled to Ultra Gerdenatre Sidekte LC-PG35 3721 x 2500(146 50 x 98 44)SD'08 +157psf 8 35psf x67 67psf WA 413-H-1070 41 SP,EE LC-PG35 3721 x 2500(146 50 x 98 44)SD S1-'09 4 cycles Element 413-H-1070 42 S Narrpw Stile LC-PG45 AAMA 450-10 g,P(117954JS213 413-H-107043 Onelite,IG,118'T-118'T 10015 fF 11132024 Single Point Lock A3 R&D 14037 LC-PG45 Pa 3721mm x 2500mm SD A3 400 Pa .2160 Pa Ultra Gardename Sliding Patio Door R-PG45 2438 x 2094(96 00 x 82 44)SD'08 0 09cfm/ft' 45 145 81152011 413-H-1070 52 M,DR-523 FL 14942('14) No No SP,8068,EE SD R45 2438 x 2094(96 00 x 82 44)'05 +1 57psf 6 75psf 167 50psf NIA 413-H-1070 53 Narrow Stile 54 961E 4 cycles Stork 81152019 Onefle,IG,118*T-118'T A3,B3,C4 TM07541 P-1 130 Single Point Look R-PG2160 Pa 2438mm x 2094mm SD A3 330 Pe 12160 Pa R&D 11087 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 59 of 84 Teat Data Product Name& DP Rating& Prod ID Code Hallmark# Descnol- Boz Sme WxH Air Water StrucWml Report E-rabon TDI# FL# HVHZ# Dede NOA Ultra Gardenaire Sliding Patio Door LGPG55 1981 x 2500(-78 x 98)SDI 1 010cfndR' 55 x65 12192013 413-H-107014 Submitted FL 13785(14) No No IPD4,6680,Clad,EE LC-PG551981 x 2500(78 00 x 98 44)SD V8 +1 57psf 8 35psf x97 74pat WA 413.1107015 Wide Stiles 53 32fF 4 cycles C W P L Element 413-H-107016 Diable,SG,Lama 17 A3,B4,C3,G4 x65 OOpaf P-13P015409P-1496 413 H107017 Single Point Lock E4POI5398P-1493 413 H107018 R&D 13171 12/12(2021 LC-PG2640 Pe 1981mm x 2500mm A3 400 Pa x3120 Pa IP04 Ultra Gardenare Sliding Patio Door LC-PG551981 x 2500(-78 x 98)SDI 1 010cbn18' 55 x65 12192013 413-H-1070 24 Submitted FL 13785(14) No No IPD4,6680,Clad,EE LC-PG551981 x 2500(78 00 x 98 44)SD'08 -1 57psf 8 35psf x97 74ps1 WA 413-H-1070 25 Wide Stiles 5332f2 4cycles CWPL Element 413-H-107026 Oneble,IG,Lamm 27 A3,B4,C3,C4 x65 00paf ESPOI5403P-1496 413-1-1070 27 Single Point Lock E9PO1&398P-1494 413-H-107028 R&D 13173 12/122021 LGPG2640 Pa 1981mm x 2500mm A3 400 Pa x3120 Pa IPD4 Ultra Gardenmre Sliding Patio Docr LGPG55 2438 x 2094(-96 x 82)SD'11 0 10 dmfiF 55 x65 12192013 413-H-107019 Submdted FL 13785 C14) No No IPD4,8068,Clad,EE LGPG55 2438 x 2094(96 00 x 82 44)SD'08 +1 57psf 8 35psf x97 74psf WA 413-H 1070 20 Wide Stiles 54 96 W 4 cycles C W P L Element 413-H-107021 Onelde,SG,Lamm 17 A3,B4,C3,C4 x65 00psf •ESP015409P-1496 413-H-1070 22 Single Point Lack ESPOIQ98P-1493 413-H-107023 R&D 13172 12/12/2021 LG-PG2640 Pa 2438mm x 2094m A3 400 Pa x3120 Pa IP04 Ultra Gardenane Sliding Patio Door LGPG55 2438 x 2094(-96 x 82)SD'l1 010 dmMP 55 .65 12192013 413-H-1070 29 Submitted FL 13785('14) No No IPD4,8068,Gad,EE LGPG55 2438 x 2094(96 00 x 82 44)SD'G8 +1 57psf 8 35psf x97 74psf NIA 413-H-1070 30 Wide Stiles 54 96 8f 4 cycles C W P L Element 413-H-1070 31 Onelmte,IG,Lamm 27 A3,B4,C3,C4 x65 00psf ESP015403P-1496 413-H-1070 32 Single Point Lack ES1`015398P-1493 413-H-107033 R&D 13174 12/12/2021 LC-M640 Pa 2438mm x 2094mm A3 400 Pa x3120 Pa IPD4 Ultra Gardenamre Sliding Patio Door LC-PG55 2438 x 2500(-96 x 98)SD'l1 010 dnVfF 55 +55-60 12192013 413-H-107009 Submitted FL 13785 C1 4) No No IPD4,8080,Clad,EE LGPG55 2438 x 2500(96 00 x98 44)SD'08 +157paf 8 35psf +82 71psf WA 413-H-107010 Wide Stiles 65638' 4cycles -9023psf Element 413-H-107011 -� Oneida,IG,Lamm 27 A3,B4,C3,C4 C W P L E9PO15403P-1496 413-H-107012 Single Point Lack +65 00psf `ESP015390-1491 413-H-107013 R&D 13170 12/122021 LC-PG2640 Pa 2438mm x 2500mm SD A3 400 Pe +2640 Pa -2880 Pe IPD4 Ultra Gardenamre Sliding Patio Door LGPG55 2438 x 2500(-96 x 98)SDI 1 010 cfm#F 55 .55.60 12/92013 413-H-1070 04 Submitted FL 13785('14) No No IPD4,8080,Clad,EE LGPG55 2438 x 2500(96 00 x 98 44)SD'08 -1 57psf 8 35psf +82 71psf WA 413-H-1070 05 Wide Stiles 65638' 4cycles -9023psf _ Element 413-H-107006 Onelite,SG,Lamm 17 A3,B4,C3,G4 C W P L ,E9PO15403P-1496 413-1-1070 07 Single Point Lock +6500psf E13POI5398P-1494 413-H-107008 R&D 13169 12/12/2021 LC-PG2640 Pa 2438mm x 2500mm SD A3 400 Pa +2640 Pe -2980 Pa IPD4` Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 60 of 84 Test Date Product Name& DP Rating& Prod ID Gode Hallmark# Desonnlion Box She WxH Air Water Structural Reccrt# E>E� TDI# FL# HVHZ# Deco NOA Ultra Gardenelre Single Wide Fued CW-PG651211 x 2500(-51 x 98)FD'it N 01cfm#P 70 -5-70 5/192014 413-H-106914 Submitted FL 13785('i 4) No No SP,Clad,EE CW-PG651283 x 2500(50 50 x 98 44)FD'08 A 57psf 10 65ps1 +97 74psf WA 413-H-106915 S Wide Stiles CW-PG651283 x2500(51 x 98)FD St-'09 4 cycles -105 26psf Element 413-1-106916 Onetite,IG,118. T-118'T 34 5211' -E1,PO14809P-1472 5/192022 R&D 13073 A3 A3 510 Pa +3120 Pa CW-PG312O Pa 1283mm x 2500mm FD -3360 Pe Ultra Gerdenaue Siderite CW-PG451283 x 2500(-51 x 98)FD'l1 4 01dfmAP 65 x45 1122014 413-H-1273 05 In Process In Pm— No No SP,Clad,EE CW-PG451283 x 2600(50 50 x 98 44)FD'08 +157psf 9,82psf x67 67psf WA 413-H-1273 06 S Narrow Stle CW PG451283 x 2500(51 x 98)FD 51-'09 4 cycles Element 413-H-1273 07 Onelde,IG,118'T-118'T 34 52ft' ES O17954P-1024 2 1122022 R&D 14113 A3 A3 470 Pa x2160 Pa CW-PG2160 Pe 1283mm x 2500mm FD Ultra Gardenelre Single Wide Fixed CW-PG701283 x 2500(-51 x 98)FD'11 <0(1 70 +70.75 9202013 413-H-1273 00 Submitted FL 16747('14) No No i IPD4,Clad,EE CW-PG701283 x 2500(50 50 x 98 44)FD'08 +157psf 10 65psf +10526psf WA 413-H-1273 01 S Wide Stiles 3452f 4cycles -11278psf Element 413-H-127302 Onelite,IG,Larm 27 A3,B5,C5,C5 C W P L E9PO1480SP-1471 413-H-1273 03 R&D 13075 +70 OOpsf 413-H-1273 04 -7500psf 9202021 CW-PG3360 Pa 1283mm x 2500mm FO A3 510 Pe +3360 Pa -3600 Pe IPD4` ' Ulbe Gardenene Single Wide Fixed CW-PG701283 x 2500(-51 x 98)FDA 1 <0 01d rnllt' 70 70-75 9202013 413-1-1273 00 Submitted FL 16747('14) No No S IPD4,Gad,EE CW-PG701283 x 2500(50 50 x 98 44)FD'08 +157psf 1065psf +10526p.f WA 413-H-127301 Wide Stiles 3452ft' 4cycles -11278psf Element 413-&127302 Onehte,IG,Lemi 17 A3,B5,C5,C5 C W P L E9POI4808P-1471' 413-H-1273 03 R&D 13074 +70 00psf 413-H-1273 04 -75 OOpsl 9202021 CW PG3360 Pa 1283mm x 2500mm FD A3 510 Pa +3360 Pa -3600 Pe IPD4 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 61 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Descnot- Box Size W x H Air Water Structural Report It Eviration TDI# FL# HVHZ# Dade NOA _ Ultra Tens Span Lrt&Sfde Door Panel Sae 54 00'x 96 00' 0 28cfmlft' 65 x40 9262013 413-H-1173 OS Submifted FL 17233('14) No No Caltff YT: „ 1 Panel Deep 1372mm x 2438mm -1 57psf 9 82psf x60 20pst WA 413-.-1173 06 37 1A "1C'xr fi tfi'E£[Ay �` SP LC-PG405583 x 2510(219 8 x 988)-SD 4cycles West 3262022 Onekte,IG,114'T-114'T OC T'13-9102 01 Mulh-Paint Lock(3 Lacking Points) R&D 13033 A2 470 Pa x1920 Pa Ultra Terre Span Lift&Sfde Door Panel Sste 5400'x9600' 025c8Nft' 45 x35 9232013 413-H-117307 Subnatled FL 17233('14) No No t C's3nf1` r"£ 2 or More Panels Deep 1372mm z 2438mm +1 57psf 6 89ps1 x52 7pst WA 413-H-1173 08 SP LC-PG35 7900 x 2510(311 x 98 8)-SD 4 cycles Quest 3262022 On.U.,IG,114-T-114'T QCn 3-',103 01 Multi-Paint Lock(3 Locking Points) R&D 13032 A2 33D Pa x1680 Pa Ultra Terra Span Lift&Slide Door 5-Panel LC-PW 5608 x 3067(220 78 x 120 75)SD 108 018cfMft' 50 x45 10242011 413 H-1173 00 :DR:52S FL 15232('14) No No IPD4,Clad,EE,PLLLLL SD-LC45 5608 x 3067(220 78 x 120 75)'05 t1 57psf 7 50psf x67 50psf WA 413-H-1173 01 f Y Onekte,IG,Lame 38 Panel Size 38 91'z 117 94' 4 cycles C W P L Wast 413-H-1173 02 ll r d;t't' {3 Mule-Point Look(4 Locking Points) 18513ft- x45 (X-'n 1-2025 01 413-H-1173 03 ' R&D 11117 A3 413-H-1173 04 LG-PG2160 Pa 5608mm x 3067mm SD A3 360 Pa x2160 Pa 10242019 IPD4 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 62 of 84 Test Date Product Name 8 DP Rating 8 Prod ID Code Hallmark Al Description Box She W x H Air Water Stmcturel Report# Expiration TDI# FL# HVHZ# Dade NOA Ultra Folding Door PG30 6110 x 2570 mm(-241 x 101 in SP'l1 0 05cfndft' 30 .30 12/132013 1 413-H-128412 Submitted FL 17176('14) No No y Ca• SP PG30 6110 x 2570 mm(-241 x 101 m)SP'08 -157psf 4 59psf x45 71pst WA 413-H-128413 5•'Pi C;=`7 6: Oner,te,IG.118'T-118'T Panel Sea 39 38'x 96 00' 4 cycles 12/182021 Multi-Point/Shoot Bolts/Flush Boil 1000mm x 2438mm ESPOI285OP-1400 4 R&D 12195 A3,B2,C2 OCT73-2890 01 ESP012850P-14003 A3 220 Pa x1440 Pa w,.-.. ......,..„.„.-»....... '• �flcr3.h_ Ultra Folding Door PG55 6110 x 2570 mm(-247 x 101 in)SP1 t OOSchNtt' 65 x55 31132013 413-H-128414 Submitted FL 17176('14) No No S`Orit'e aE`tctEa..., HP PG55 6110 x 2570 mm(-241 x 101 m)SP'08 -157psf 9 82pst x82 71psf WA 413-H-128415 'C:•=1138:a Onelft,IG,118'7-118'T Panel Size 3938'x9600' 4cycles 101172021 Multi-Pant/Flush Balt 1000mm x 2438mm ESP01285OP-1400-1 R&D 12192 A3,B4,C3 ESP01285OP-1400 A3 470 Pa x2640 Pa CK-T13.2884 01 g- twit- y^ Ultra Folding Door PG556110 x2570 mm(-241 x 101 m)SP'11 006cfMft' 65 +55-55 111132013 413-H-128416 Submitted FL 17176('14) No No CO Liras IPD4 PG556110x2570mm(-241 x101 in)SP'08 -157psf 982psf -8271psf N/A 413-H-128417 E=•7 Oneida.IG,Lenin 27 Panel Sao 3938'x9600' 4cycles -8271psf Element 4292021 Multi-Poml!Flush Bolt 1000mm x 2438mm C W P L 'ESP014894P-1478 R&D 12188 A3,B2,C2 x65 CX•Ti 3-2884 112' A3 470 Pa •2640 Pa -2640 Pa IPD4 z--,•;s;_„ "gyp" tEa 3lte°t�, 4 Ultra Multlstide Door or More Panels Deep LC-PG35 5064 x 2489(-199x98)SD'11 028cfmlft' 35 x35 10(42014 413-H-107049 In Process In Process No No C-� ufi.+1JPdEi SP LC-PG355064 x 2489(199 38 x 98 00)SD'08 -157psf 543psf x5263psf WA 413-H-107050 Onehte,IG,5/32'7-5132'T LC-PG355064 x2489(19938 x9800)SD-S7'09 4cycles Element 413-H-107051 2 Point Lock with Adjacent Strike Plate Panel S¢e 35 76'x 96' W2 SAI R.a. ESP017260P-1588 10/32024 R&D 13191 908mm x 2438mm 45 135 69W 6 89psf A2 Ultra Mulhslide Door 1 Panel Deep LG-PG25 3815 x 2502(-150 x 99)SD'11 010cfndft' 5025 x25 5112014 413-H-1070 34 In Process In Process No No italif`H' SP LC-PG25 3815 x 2502(150 19x 99 50)SD'08 .157psf 3 76psf x37 59psf WA 413-H-1070 35 Cnit(i uiaEiaivc-•�R Onehle,IG,5132'T-5132'T LCPG253815 x 2502(150 19 x9950)SID-S1'09 4cycles Element 413-H-107036 2 Point Lock with Adjacent Stnke Plate Panel Sao 35 63"x 96" W2 Shc Risers ESP016552P-1555 5112022 R&D 13192 102 731' 50 A3 7 52psf Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 63 of 84 Test Date Product Name 8 DP Rating& Prod ID Code Hallmark# Description Box Sae W x H Air Water Structural Report Oil Emlrohon TDI# FL# HVHZ# Dade NOA Ultra Inswing Fiberglass French Door R PG361883 x 2480(-74 x 98)LW SHD'11 <0 Olcft.W SHD x35 3/412015 413-H-129812 In Process In Process No No Combination Mulled Alongside An LC-PG25 953 x 2480(-38 x 98)FD'11 +1 57psf 0 x52 63psf WA 413-H-129813 Ultra Inswing Fiberglass Fixed Door LC-PG35 2835 x 600(-112 x 24)TR'11 Opsf Element 413-H-129814 $ A A Wdh An Ultra Inawng Transom Combination Mulled Above R-PG35 2835mm SpeN1540mm Trib Width(111 63 in Span/60 63 in Trib Wid)MA'11 1 cycles FSP018123P-163+6 413-H-129815 SP R-PG35 2480mm Span/953mm Tnb Wid(97 631n SparJ37 501n TO Wid)MA'11 FD 413-H-129816 Door Orald.,IG 5132'T-5132'T R-PG25 2835 x 3080(111 63 x 12125)LW SHD'O8 25 413-H-129817 Transom IG,1I4'Ann-1I4'Ann R-PG25 2835 0080(111 63 x 12125)LW SHD 81-'09 3 76psf 3/42025 Active Panel Grede 2 with Dead Boll AAMA 450-10 4 cycles Less Active Panel Shoot Bolt R-PG35 2835mm SpaN1540mm Trib Width(111 63 in Span/60 63 in TO)Wid)-MA TR&MA R&D 14065 R-PG35 2480mm SpaN953mm Tnb Wid(97 63 in Span/37 50 In Tnb Wid)-MA 50 - 93 99IF 7 52psf A2 4 cycles R-PG16801883mm x 2480mm SHD A2 x1680 Pe Ultra Inswing Fiberglass Fixed Door LC-PG25 953 x 2480(-38 x 98)FD'11 <0 01cfm/8' 25 x35 3MO15 413-H-1298 09 In Process In Process No No $ SP LC-PG25 953 x 2480(37 50 x 97 63)FD'08 .157psf 3 76psf 152 63psf WA 413-H-129810 Onebte,IG,5/32'T-5/32'T LC-PG25953 x 2480(37 50 x 97 63)FD-S1'09 4cycles Element 413-H-129811 R&D 14149 25 Of FSP019158P-1689 3/42025 A3 CW-PG1200 Pe 953mm x 3480mm FO A3 180 Pe x1680 Pe Ultra Outsvnng Fiberglass French Door R-PG25 1883 x 2480(-75 x 98)SHD'11 0 05cfmlft' SHD x25 81128015 413-H-129818 In Process In Process No No �i Combinatron Mulled Alongside An LC-PG25 968 x 2480(-38 x 98)FD'11 N 57psf 0 x37 59psf WA 413-H-129819 Ultra Outsvnng Fiberglass Fixed Door LC-PG25 2870 x 597(-112 x 24)TR'11 Opsf Element 413 H-1298 20 Wdh An Usre Oubwnng Tmrsam Cambnabon Mulled Above R-PG252870mm Span/1551mm Tnb Width(113ln Span/61081n TribWid)MA'11 Icycles FSI'01843P-1648 413-&129821 S A A SP R-PG25 2480mm Span/960 mm TO Wid(97 66 in Spard37 81 in Tnb Will)MA'11 FD 413-H-1298 22 Door Onehts IG 5132'T-5132'T R-PG25 2870 x 3077(113 00 x 121 16)SHD'08 25 413-H-1298 23 Transom IG,1/4'Ann-114'Ann R-PG25 2870 x 3077(113 00 x 121 16)SHD S1-'09 3 76psf 413-H-129824 Active Panel Grade 2 with Dead Bolt AAMA 450-10 4 cycles 413-H-129825 Less Active Panel Shoot Bolt R-PG252870mm SpaN1551mm Tnb Width(113 in Span/6108 In Trib Wd)-MA TR&MA 413-H-129826 R&D 14066 R-PG25 2480mm Span/960mm Tnb Wid(97 fib In Span/37 81 in Tnb Wid)-MA 50 413-H-129827 95 08fP 7 52psf 413-111-1298 28 A3 4 cycles 81122025 R PG16801883mm x 2480mm SHD A3 360 Pa x1200 Pa Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 64 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Descnotion Box Sae W x H Air Water Structural Report# Exonal on TDI# FL# HVHZ# Dade NOA I Ultra Outswing Entrance Door w/ADA Sill LC-PG651902 x 2495(-75 x 98)LW SHD'11 0 05cfMft' Limited x65 101302015 Pending In Proms In Process No No HP,6080,Clad,EE LC-PG651902 x 2495(74 88 x 98 22)LW SHD'08 -1 57psf 0 Pelf x97 74psf WA A A Onslite,IG,118'7-118'T LG-PG651902 x 2495(74 88 x 98 22)SHD S1-'09 4cycles Element 5 M"o Point Lock On Acute Panel w/Shoot bolls 5107W _,P()21 ,P021221 P-1787 2 Shoot bolts On Less Active Panel w/Adjustable Hinges A3 R&D 15083 LC-PG3120 Pe 1902mm x 2495mm SHD A3 x3120 Pa Ultra Outswmg Entrance Door R-PG45 971 x 2504(-38 x 99)SHD'l 1 0 02cfm10' 45 +45-47 712472014 413-H-1077 04 In Process In Process No No SP,3080,Clad,EE R-PG45971 x 2504(38 22 x 98 59)SHD'08 M 57psf 6 89psf 47 67psf WA 413-H-1077 05 A Onehle,A 57 J2'T-5732'7 2617f- 4cycles -7050psf Element 7252022 3 Point Lock A3,B3,C2 E13PO17371 P-1591 R&D 14069 R-PG2160 Pa 971mm x 2504mm SHD A3 330 Pa -2160 Pa - -2250 Pa Ultra French Outswing Entrance Door R-PG25 1902 x 2504(-75 x 99)SHD'11 005cfMft' 45 x25 1222014 413-H-107709 Submitted FL 17014('14) No No SP,6080,Clad,EE,3'Sbles R-PG251902 x 2504(74 88 x 98 59)SHD'08 -1 57psf 6 89psf x37 59psf NIA 413-H-107710 JA Onehte,IG,WT-1/8'T 5127fF 4cycles Element 2172024 3 Point Lock on Active Panel A3,B7,Cl ESP015748P-1507 2 Point Lock on Less Active Panel R-PG1200 Pa 1902mm x 2504mm SHD A3 330 Pa x1200 Pa R&D 13195 Ultra French Oulswing Entrance Door R-PG45 1902 x 2504(-75 x 99)SHD'l1 0 04chWf 2 45 x50 215/2014 413-H-107711 In Process FL 17014('14) No No A A MP,6080,Clad,EE R-PG451902 x 2504(74 88 x 98 59)SHD'08 .1 57psf 6 89psf .7519psf NIA 413-H-107712 Onehte,IG,118'T-118'T R-PG451902 x 2504(75 x 99)SHD S1-'09 4cycles Element 413-H-107713 5 Mulb Poml Lock On Active Panel w/Shoot bolts 51 271E ESP015749P-1508 7282024 2 Shoatbolts On Less Active Panel w/Adjustable Hinges A3 R&D 13196 R-PG2160 Pa 1902mm x 2504mm SHD A3 330 Pa x2400 Pa _ Ultra Stationary Manor Door(Narrow) LC-PG651902 x 2504(-75 x 99)SHD'11 0 09 of nM2 65 x65 31612012 413-H-1222 00 :D FL 10765('14) No No 'P w/2 Pieces Continuous Vert.Mull LC-PG65 968 x 2504(-38 x 99)FD'11 +1 57psf 9 82psf x97 50psf WA 413-H-1222 01 Ultre French Manor Door LC-PG65 MA 2504mm Span/9 630(Two 9B 59 in spans1103 460')'11 4 cycles Element 413-H-1222 02 $- A,ii ('$ w/2 Pieces Continuous Vert Mull LC-PG65 3838 x 2504(151 12 x 98 59)SHD V8 ESP009335P-1205 413-H-1222 03 6 t Ultra Stationery Manor Door(Wide) 103461E 8/32016 j S HP,3-0/6-0/3-0,EE A3,B4,C5,C4 ' Cackle,IG,118"T-118'T LG-PG3120 Pa 1902mm x 2504mm SHD A3 470 Pa x3120 Pa 5 Mulb Pant Lock On Active Panel 2 Shootbolts On Less Active Panel R&D 11160 Ultra French Manor Door LC-PG651902 x 2504(-75 x 99)SHD'11 10 01 Im/W 65 ,11 31612012 411-H-122201 No FL 10765('14) No No ' IPD4,6080,Clad,EE LC-PG651902 x 2504(74 88 x 98 59)SHD'08 .157psf 975psf x9750psf WA 413-H-122209 Credits,IG,Lame 27 51 270' 4 cycles C W P L Element 413-H-122210 A J A 5 Multi Point Lack On Active Panel A3 46501 -E,SP009335P-1205 413-H-122211 a 2 Point Lock On Less Actwe Panel 8132016 R&D 11165 LC-PG3120 Pe 1902mm x 2504mm SHD A2 470 Pa x3120 Pa IPD4 For raised panel information,please see note X33 on page 5. 4�St'�'5'y' A,e 'iv,—jsr �`>'+"'S" rr�•w; Kolbe and Kolbe Millwork Air,Water,Structural Teat Reports Manual 3/23/16 page 65 of 84 Test Date Product Name& DP Rating& Prod ID Cade Hallmark# Description Box S¢e W x H Air Water Structural Report# Ez�rietipn TDI# FL# HVHZ# Dade NOA Ultra French Manor Door LC-PG551902 x 2504(-75 x 99)SHD'l1 0 09 dm#P 65 x65 3162012 413-H-1222 04 No FL 10765('14) No No IPD4,6080,Clad,EE LC-PG651902 x 2504(74 88 x 98 59)SHD'08 -1 57psf 9 82psf x97 50psf WA 413-H-1222 05 Onelde,SG,Lamm 14&17 5127W 4 cycles C W P L Element 413-H-1222 06 A A 5 Mulb Point Lock On Acute Panel x6500psf E4P0093.35P-7205 413-H-122207 2 Point Lock On Less Active Panel 413-H-122212 R&D 11161&13226 LC-PG3120 Pa 1902mm x 2504mm SHD A2 470 Pa :3120 Pe 413-H-122213 413-H-1222 14 ' IPD4 - 413-H-1222 15 8/32016 Ultra Manor French Door w/ LG-PG551902 x 4035(74 88 x 158 84)SHD'08 0 016 cf rm 65 .65 4222010 413-H-1093 00 DR-533 FL 14521('14) Ultra Faed Transom SHD-LC651902 x 4035(74 88 x 158 84)'05 -157psf 9 75pef 197 75psf WA 413-H-1093 01 No No (UEC7E1636)above- 8259fP 4cycles Wast 413-H-109302 HP,6080,Transom-HP,6050 A3 CK—D 0-1726 01 413-H-1093 03 Clad,Door-EE,Transom-EE LC-PG3120 Pe 1902mm x 4035mm SHD A3 470 Pa *3120 Pa 413-H-1093 04 A A 25'x 4 0'Steel Bar Continuous Hoa Mull 413-H-1093 05 Onelmte,IG,1/8'T-118'T 413-H-1093 06 5 Mulb Point Lock On Active Panel 413-H-1093 07 2 Point Lock On Less Active Panel 413-H-1093 08 R&D 09234 413-H-1093 09 4222018 Ultra Manor French Door w/ LC-PG651902 x 4035(74 88 x 158 84)SHD'08 0 016 own, 65 x65 41142010 413-H-1098 00 DR-&14 FL 14521('14) No No Ultra Posed Transom SHD-LC651902 x 4035(74 88 x 158 84)'05 t157psf 9 75 pat x97 74psf WA 413-H-1098 01 (UEC7E1636)Above- 82 59fF 4 cycles C W P L Quest 413-H-1098 02 IPD4,6080 With 6050 Above A3 x65 00psfS,X;I7.0-17^_?Ol 413-H-1098 03 Clad,Door-EE,Transom-EE 413-H-1098 04 A A 25'x 4 0'Steel Bar Continuous Hoa Mull LG-PG3120 Pa 1902mm x 4035mm SHD A3 470 Pa x3120 Pe 413-H-1098 05 Onelite,SG,Lamm 14 - 413-H-1098 06 5 Mull,Point Lock On Active Panel 413-H-1098 07 2 Point Lock On Less Active Panel 413-H-1098 08 R&D 09235 413-H-1098 09 IPD4 - 413-H-1098 10 413-H-1098 11 413-H-109812 413-H-109813 413-H-1098 14 4/142018 For raised panel information,please see note#33 on page 5. Boomolio / r t;' t' A Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 66 of 84 Test Date Product Name& DP Rating& Prod ID Cade Hallmark# Description Box Size W x H Air Water Structural Report# Expiration TOW FL# HVHZ# Dade NOA Ulla 21/4'Out—,,Entrance Doar/Fixed Door LC-PG651905 x 3115(75 00 x 122 63)SHD'11 0 05 da ft' 65 t65 8/122013 413-H-1268 00 Submitted FL 16577('14) No No HP Clad,EE,401016010 LC-PG651276 x 3115(50 25 x 122 63)FD'11 +1 57psf 9 75psf x97 50psf N/A 413-H-1268 01 114'Steel Vertical Mull LC-PG65 MA Span 3115 mmttnbutary math 1591 mm(123'/62 63')'11 4 cycles ATI 413-H-1268 05 Onelite,IG,1/8 T-1/8 T LC-PG65 3185 x 3115(125 38 x 122 63)SHD'08 00214 01-602-4& 413-H-126810 'S A i A 4 5/8'Sales&7 9/16'Bottom Rail 106 8ft' 7222021 €• 5 Muth Point Lock On Active Panel A3 € 2 Point Lock On Less Acute Panel W/Adjustable&Brass Bell Bearing Hurtles LGPG3120 Pa 3185mm x 3115mm SHE) A3 470 Pa ±3120 Pa R&D 11207 Ultra 2114'Outamng Entrance Door/Fxed Door LC-PG651905 x 3115(75 00 x 122 63)SHD'11 0 05 cfmlf. 65 x65 8222013 413-H-1268 00 Submitted FL 16577('14) No No IPD4,Clad,EE,4010/6010 LG-PG651276 x 3115(50 25 x 122 63)FDA 1 +1 57psf 9 75psf ±97 50psf N/A 413-11-1268 01 114'Steel Vertical Mull LC-PG65 MA Span 3115 mW tnbutsry width 1591 mm(123762 63')'11 4 cycles C W P L ATI 413-11-1268 03 ( S d A s A ' Onetite,IG,Lams 27 LC-PG65 3185 x 3115(125 38 x 122 63)SHD'08 x65 00psf - 00214 01-602-44 413-H-1268 04 4 518'Soles&7 9/16'Bottom Rail 106 8f, 413-H-1268 05 { 5 Multi Paint Lock On Active Panel A3 413-H-126810 - 2 Point Lack On Less Acute Panel 7222021 --• -- W/Adjustable&Brass Bell Bearing Hinges LC-PG3120 Pa 3185mm x 3115mm SHD A3 470 Pa ±3120 Ps R&D 11209 IP04 For raised panel information,please see note#33 on page 5. pfgBe,,ml4 r9(i i �i IGG!6 l ,� I ^.,st'. -w Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 67 of 84 Test Date Product Name& DP Rahng& Prod ID Code Hallmark Al Descnoton Box S¢e W x H Air Water Structural Report# Ex I�re6on TDI# FLp HVHZ# Dade NOA Ultra Outswmg Door Sideate CW-PG651273 x 2504(-50 x 99)FD'11 4 01ckff 65 45-70 1/142013 413-H-1246 04 'Iti»1570 FL 16359('14) No No $ IPD4,Clad,EE,Narrow Sales CW-PG651273 x 2504(50 13 x 98 59)FD'08 +1 57psf 9 82psf +97 74psf WA 413-H-1246 05 Onekte,IG,Lemm 27 34 32W 4 cycles -105 26psf Element 413-H-1246 06 R&D 12150 A3,B4,C5,C4 C W P L F9PU12307P-1375, 413-H-1246 07 +65-70psf 1/142017 CW-PG3120 Pa 1273mm x 2504mm FD A3 470 Pa +3120 Pa -3360 Pe IPD4 Ultra Outswmg Door Sldelite CW-PG651273 x 2504(-50 x 99)FD'11 <0 01canRt' 65 65-70 11142013 413-H-1246 00 WINT-1570 FL 16359('14) No No $ IPD4,Clad,EE,Narrow S0les CW-PG651273 x 2504(50 13 x 98 59)FD'08 +1 57psf 9 82psf +97 74psf WA 413-H-1246 01 Onelite,SG,Lamm 17 34 32W 4 cycles -105 26psf Element 413-H-1246 02 R&D 12149 A3,B4,C5,C4 C W P L ESP01231YT-1375 413-H-1246 03 +65-70psf 11142017 CW PG3120 Pa 1273mm x 2504mm FD A3 470 Pa +3120 Pe -3360 Pa IPD4 For raised panel information,please see note#33 on page 5. Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 68 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Descnpfion Box Sae W x H Air Water Structural Report# Expirefion TDI# FL# HVHZ# Dade NOA Ultra Casement Beveled Direct Set CW PG752438 x 1829(96 00 x 72 00)FW'11 <00lchff 75 *75-80 41172012 413-H-120402 ThIIv-113.44 FL 11250('14) No No (UCBDS706) CW-PG752438 x 1829(9606 x 72 00)FW'08 -157psf 1128psf 111278psf WA 413-H-120403 HP,E 48 DOW 4 cycles -120 30psf Element 4/172022 Onefite,IG,3116'HS-3116'HS Fixed,B5,C5 E9P009776P-1211 R&D 11167 CW-PG3600 Pa 2438mm x 1829mm FW Fixed 540 Pa +3600 Pa SP,IS,5/32'HS-5/32'HS DP 50 -3840 Pa Ultra Casement Beveled Direct Sat CW-PG55 MA 1524mm Span73 72W(60 00 in Spari 00fF)'11 <0 Otcfm/112 70 +55-65 6/612012 413-H-1204 04 jVJK-I FL 11250('14) No No CO (UCBDS706) CW-PG552438 x 1524(96 00 x 60 CO)FW'08 +157psf 1065psf 4271psf WA 413-H-120405 HP,E,Combination Mull 40 OOfF 4cycles -9774psf Element 6/62022 On.te,IG,5/32'Ann-5132'Ann Fixed,B5,C3 ESP010294P-1257 R&D 11169 CW-PG2640 Pa 2438mm x 1524mm FW Fixed 510 Pa +2640 Pa SP,IG,5132'Ann-02-Ann DP 50 -3120 Pa CD Ultra Casement Beveled Direct Set LDPG65 MA 2134mm Spen/3 910(84 00 in Spai 00f-)'l t <0 01cfm/ft2 70 x65 6182012 413-H-1204 06 VVIN-1834 FL 11250('14) No No (UCBDS706) LG-PG651829 x 2134(72 00 x 84 00)FW'08 -157psf 1065psf x9774psf WA 413-H-120407 HP,E,Combinabon Mull 42 OW4 cycles Element 6/812022 Onekte,IG,5/32'Ann-5/32'Ann Fixed,B5 C4 I(-TU70295P-125£3 R&D 11168 LC-PG3120 Pa 1829mm x 2134mm FW Fixed 510 Pa x3120 Pa SP,IG,5/32'Ann-5132'Ann DP50 706 Fixed Ultra Casement Picture CW-PG80 2438 x 1829(96 00 x 72 00 FW'08 0 01cfwft2 85 x80 9/8/2010 413-H-1119 00 1rVL-15W FL 7812('14) No No HP.EE FW-C80 2438 x 48 0(96 00 x 72 00)'05 +1 57psf 4 ol.q x120 OOpsf Quest 413-H-111919 01 Onelite,IG,3/16'HS-3/16'HS 48 00 ft' 4 cycles Ouest 9182018 R&D 10038 Fixed =0-184001 CW-PG3840 Pa 2438mm x 1829mm FW Fixed 620 Pa x3840 Pa 706 EP Fixed Ultra Casement Picture CW-PG65 2438 x 1829(96 00 x 72 00)FW'08 <0 01cf A2 85 +75.65 12/12010 413-H-1128 00 4V -1 (iCt FL 11250(14) No No HP,EE(2 25'Sash) 48 00 fF +1 57psf 12 75 pst +112 SOPst WA 12/12018 Onehte,IG 1I8°T-118'T 4 cycles -97 SOpsf Quest R&D 10080 Fixed O I70-1888 Ol GW-PG3120 Pa 2438mm x 1829mm FW Fixed 620 Pa +3600 Pa -3120 Pa SP,IG,114'Ann-114'Ann DP 50 706 EP Fixed Ultra Casement Pmtua CW-PG851829 x 1829(72 00 x 72 00)FW'08 4 Olcfmfll2 85 x90 3282011 413-H-1128 02 tN.Lti-INLO FL 11250('14) No No HP(225°Sash) 3600 ft2 +157psf 12 75p.f x13500psf 31282019 Onetile,IG,3/16'HS-3/16°HIS Fixed 4 cycles Stork El R&D 11001 A3,B6,CS,CS 7rT0060ti3_P-104, CW-PG4080 Pa 1829mm x 1829mm FW A3 620 Pa x4320 Pe SP,IG,3/18'Ann-3116-Ann DP 50 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 69 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sao W x H Air Water Structural Reocrt# Emimhon TDI# FL# HVHZ# Dade NOA Ultra Inswing Casement Picture CW-PG50 2451 x 1829(-97 x 72)FW'11 <0 01cmW 50 -50-55 12/52012 413-H-1236 00 SWLLdS00 FL 16319('14) No No 114 EE CW-PC{0 2451 x 1829(96 50 x 72 00)FW'08 +1 57psf 7 52Pes .82 71 psf WA 413-H-1236 01 Drains,IG,1I4'Ann-1/4'Ann 46250' 4cycles -8271psI Element 12/52016 R&D 12135 A3,B3,C5,C3 TSP0120281`4361 CW PG2400 Pa 2451 mm x 1829mm FW A3 360 Pa +2400 Pe -2640 Pe 706 Ultra Fixed Casement CW-PG752438 x 1524(96 00 x 60 00)FW'08 <001chtt' 85 x75 9/3/2010 413-H-111700 1�41.W -�'�3$ FL 7812 I'14) No No IPD4,Sash Set,(Maple Sash) FW-075 2438 x 1524(96 00 x 60 00)'05 +157psf 12 75psf x112 50psf N/A 413-H-111701 EE 40 00 ft' 4 cycles C W P L Quest 413-H-1117 02 Onehte,IG,Lamm 27 Fixed x75 psi (XTI 0-185.101 413-H-1117 03 R&D 10037 413-H-1117 04 CW PG3600 Pa 2438mm x 1524mm FW Fixed 620 Pa x3600 Pa 9/32018 IPD4 , 706 Ultra Fixed Casement CW-PG75 2438 x 1524(96 00 x 60 00)FW'08 <0 0l.", 85 x75 9/32010 413-H 1118 00 'LTh 1R-1 '14 FL 7812 P14) No No IPD4,EE,Sash Set(Maple Sash) FW-C75 2438 x 1524(96 00 x 60 00)'05 +157psf 12 75psf x112 50psf WA 413-H-1118 01 Onehte,SG,Lem 14 40 00 W 4 cycles C W P L Quasi 413-H-1118 02 R&D 10051 Fixed .75psf `C10-185101 413-H-111803 413-H-1118 04 CW-P(33600 Pa 2438mm x 1524mm FW Fixed 620 Pa x3600 Pe 9/32018 IPD4 Ultra Sterling Fixed DH Studio CW-PG552286 x 1524(-9000 x6000)FW'11 <0 01cfm#P 70 +65-70 1/62012 413-1-1-1184 08 Submitted FL 11250('14) No No IPD4,EE CW-PG65 2286 x 1524(90 00 x 60 00)FW'08 +1 57psf 10 65psf +97 74psf WA 413-H-1184 09 Onelite,SG,Lamm 14 37 5002 4 cycles -105 26psf Element 413-H-118410 R&D 11154 A3,B5,C5,C5 C W P L ESP008820-1165 413-H-118411 +6516psf 12/42025 -70 18paf CW PG3120 Pa 2286mm x 1524mm FW A3 510 Pa +3120 Pe IP04 -3360 Pa Ultra Sterling Fixed DH Studio CW-PG55 2286 x 1524(-90 00 x 60 00)FW'l1 <0 01cfm102 70 465-70 1/62012 413-H 118412 Submitted FL 11250('14) No No IPD4,EE CW-PO65 2286 x 1524(90 00 x 60 00)FW'08 +157psf 10 65psf +97 74psf WA 413-H-118413 Onelmte,IG,Lamm 27 37 50W 4 cycles -105 26psf Element 413-H-118414 R&D 11171 A3,B5,C5,C5 C W P L ESP0088_28P-1165 413-H-118415 +65 16psf 12142025 -7018psf CW-P(33120 Pa 2286mm x 1524mm FW A3 510 Pa +3120 Pa IP04 -3360 Pe Ultra DH Trenaom UEDSD(UDHDS)Direct Sat 2 Wide CW-PG702134mm Spam914mm TO Width(84m,Span/36 in,Tnb Width)MA I1 4 01 cfmV 70 -70-75 1/132015 413-H-123107 Submitted FL 19984('14) No No Gombmnabon Mulled Assembly CW-PG70914 x 2134(36 00 x 84 00)FW'11 +157paf 1065psf -10526paf WA 413-H-123108 SP,EE CW-PG701829 x2134(72 00 x 84 00)FW'08 4 cycles -112 78psf Element 413-1-1-123109 Onelmte,IG,114'Ann-1/4'Ann CW-PG701829 x 2134(7200x8400)FW-S1'09 S8P(tt8721P-1667 413-H-123110 R&D 14095 AAMA 450-10 CW-PG702134mm SpaN914mm Tri Wdth(84m,SparVW in,Tri Wdth) 413-H-1231 11 ED42 0002 1/132025 Fixed CW-PG3360 Pa 1829mm x 2134mm FW Fixed 510 Pa +3360 Pe -3600 Pe Ultra DH Transom UED51)(UDHDS)Direct Sett Wide CW-PG701524mm Span1121Soon TO Width(60m,SpeN48 in,Tnb Width)MA II <0 GICh P 70 +70-75 1/132015 413-H-123102 Submitted FL 19984('14) No No Combination Mulled Assembly CW-PG701219 x 1524(48 00 x 60 00)FW'll +157pst 1065psf +10526psf WA 413-H-123103 SP,EE CW-PG702438 x 1524(96 00 x 60 00)FW'08 4cycles -11278psf Element 413-H-123104 Onelmte,IG,5/32 Ann-5l32'Ann CW-PG702438 x 1524(96 00 x 60 00)FW-Sl'09 'E,SP018724P•1668413-H-123105 R&D 14094- AAMA 450-10 CW PG701524mm SpaN1219mm Tdb Wldh(60mn,8peN48 m,Tri Width) 413-H-1231 06 - 42 00f' 1/132025 Fixed CW-PG3360 Pe 2438mm x 1524mm FW Fixed 510 Pa +3360 Pa -3600 Pe •Ir E, Rom Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 70 of 84 Test Data Product Name& DP Rating& Prod ID Code Hallmark# Description Box See W x H Air Water Structural Report# Expiration TD## FL# HVHZ# Dade NOA Ultra Transom UES2E1636(URID134) LC-PG501886 x 1524(-74 00 x 60 00)FW'11 4 01ctm/ft' , 50 x70 1/132012 413-H-1181 02 FL 11250('14) No No SP,EE LC-PG501886 x 1524(74 00 x 60 00)FW'08 +1 57psf 7 50psf x105 OOPsf WA 413-H-118103 0Rest Sash Set 21 78W 4 cycles ATI 1/132022 Onelite,IG,3/16'Ann-Wit'Ann A3,B7,C5,C5 B5561. -602.44 R&D 11159 LC-PG2400 Pa 1886mm x 1524mm FW A3 360 Pa .3360 Pa Ultra Double Hung Transom UED5D(UDHDS) CW-PG552438 x 1524(96 00 x 60 00)FW'11 401cfnff 65 .65 9/122012 413-H-123112 WW-1485 FL 11250('14) No No SP,EE CW-PG55 2438 x 1524(96 00 x 60 00)FW'08 +157psf 9 82psf .97 74psf WA 413-H-1231 13 Rest Duect Set 40 Ott' 4 cycles ATI 9/122022 Onelmte,IG,5132'HS-5132"HS Fixed 89946-UI-fiD2-9=1 - R&D 12034 CW-PG3120 Pa 2438mm x 1524mm FW Fixed 470 Pa .3120 Pa Ultra Sterling DH Transom UED5E1642(URDHSS) CW-PG752438 x 1524(96 00 x 60 00)FW'11 001cfmif1- 75 +75-80 4/4/2013 413-H-124700 GVML142i5 FL 16319('14) No No SP,EE CW-PG752438 x 1524(96 00 x 60 00)FW'OB +157psf 1128psf -112 78psf WA 413-H-124701 Rest.Sash Set 40 OW 4 cycles -120 30psf Element 4142017 Onelde,IG,3/16'HS-3116'HS A3,B5,C5,C5 ESPO22895P-1404 R&D 12083 CW PG3600 Pa 2438mm x 1524mm FW A3 540 Pa +3600 Pa -3840 Pa Ultra MAJESTAtO DH Studio CW-PG701829 x 2438(72 00 x 96 00)FW'11 4 01c8n/8' 70 +70-75 5232014 413-H-1297 00 Submitted FL 17317('14) No No SP,EE CW-PG701829 x 2438(7200 x 96 00)FW'08 +157psf 1065psf +10526psf WA 413-H-129701 Onehle,IG,3116'HS-3116'HS CW-PG701829 x 2438(72 00 x 96 00)FW 81'09 4 cycles -112 78psf Element 413-H-1297 02 R&D 12073 48 00f1- 1-31'0168181;-1,561 5232022 A3 CW-PG3360 Pa 1829mm x 2438mm FW A2 510 Pa -3360 Pe +3600 Pa Ultra MAJESTA©DH Transom UEJ1El408(UMJSS) CW-PG651829 x 1524(72 00 x 60 00)FW'08 4 01cftn/ft' 65 x70 8/52011 413-H-1164 00 Submitted FL 11250('14) No No SP,EE FW-C651829 x 1524(72 00 x 60 00)'05 +1 57psf 9 75psf 2105 OOpsf N/A 413-H-1164 01 RecL Sash Set 30 0011- 4 cycles Stork 8/52019 Onehte,IG,3/16'Ann-3/16'Ann A3.134 C5,C5 -7Y'I'0074$2f'-I 124 R&D 10059 CW-PG3120 Pa 1829mm x 1524mm FW A2 470 Pa x3360 Pa Ultra Sterling DH Transom UED5E1642(URDHSS) CW-PG65 2286 x 1524(90 00 x 60 00)FW'l1 c0 01chm 65 +65-70 7/152013 413-H-1265 00 W3)\-I W)5 FL 13091('14) No No IPD4,EE CW-PG65 2206 x 1524(90 00 x 60 00)FW'08 +157psf 9 82psf +97 74psf WA 413-H-1265 01 RecL Sash Set 37 50W 4 cysles -105 26psf Element 413-H-1265 02 Onellts,SG,Lamm 14 A3,B4,C5,C5 C W P L NSPO140721'-1447 413-H-126503 R&D 13059 +75 00 pat 413-H-1265 04 7/152017 CW-PG3120 Pa 2286mm x 1524mm FW A3 470 Pa +3120 Pa - IP04,, - -3360 Pa Ultra Starting DH Transom UED5E1642(URDHSS) CW-PG70 2286 x 1524(90 00 x 60 00)FW'11 <0 of ht t' 70 +70-75 3/192014 413-H-1080 04 Submitted FL 173171'14) No No IPD4,EE CW-PG702286 x 1524(90 00 x 60 00)FW'08 +157psf 1065psf +10526psf WA 413-H-108005 Rect.Sash Set 37 SOW 4 cycles -112 78psf Element 413-H-1080 06 Onelde,IG,Lerm 27 A3,B5,C5,C5 C W P L F—gPO f 5839P-1716 413-H-1080 07_ R&D 13200 +70 00 psf 413-H-1080 08 -7500psf 3202022 CW-PG3360 Pa 2286mm x 1524mm FW _ A3 510 Pa +3360 Pa "IPD4 - - -3600 Pa Ultra OGEE Direct Set UE03D CW-PG85 2032 x 1829(80 00 x 72 00)FIN TS <O 01cfm#F 85 x85 8/162010 413-H-1120 00 bV1iv.14$2 FL 78121'14) No No IPD4,E_ FW-385 2032 x 1829(80 00 x 72 00)'05 +1 57psf 12 75psf .127 5psf WA 413-H-1120 01 Rest Direct Set 40 00f1- 4 cycles C W P L Quest 413-H-1120 02 Onelmte,IG,Lerm 44 Fixed x85 OOpsf Ocri0-1$6401 413-H-112003 R&D 10046 413-H-1120 04 CW PG4080 Pa 2032mm x 1829mm FW Fixed 620 Pa .4080 Pa 81162018 IPD4 Ultra DH Transom UED5D(UDHDS) CW-PG65 2718 x 1829(107 00 x 72 00)FW'08 <0 OlcfmlfP 65 AS 1222010 413-H-1126 00 WIN4730 FL 11250('14) No No IPD4,EE 5350f1- +157Psf 975 .9413-H-112603 Onelmta,IG,Lama 34 4 cycles les C W WPP L L Quest 413-H-1126 04 R&D 07176 Fixed x65 OOpsf "MM O-1972 0] 12/72018 CW PG3120 Pa 2718mm x 1829mm FW Fixed 470 Pe x3120 Pe IPD4 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 71 of 84 Test Date Product Nem.& DP Rating& Prod ID Code Hallmark# Descnot- Box Size W x H An Water Structural Report# Expiration TDI# FL# HVHZ# Dade NOA Ultra Fixed Tilt Tum CW-PG85 2438 x 1524(96 00 x 60 00)FW'11 010cfnd#' 95 x85 9192013 413-H-128100 Submitted FL 16945('14) No No ,IG Sash Seo EE CW-PG85 2438 x 1524(96 00 x 60 00)FW'OB .157psf 14 ycl s, s127 Bpsf NIA 41919/208101 Onel,te,IG,5/32'HS-5132'HS 40 00(P 4 cycles Quest 9192021 R&D 13056 Fixed --CT13.30-77 01 CW-PG4080 Pa 2438mm x 1524mm FW Fixed 680 Pa :4080 Pe SP,IG,3116'Ann-3116'Ann Dp50 Ultra Poas Set EE CW-PG75 2438 x 1524(96 00 x 60 00)FW'11 O 1 57paf 95 x75 919INIA 413-H-128102 Submitted FL 16945('14) No No IPD4,Sash Set,EE CW-PG75 2438 x 1524(9600x6000)FW'08 +157psf 1425psf .112 Spiel NIA 413-H-128103 Onelite,IG,Lami27 40 OOfR 4 cycles C W P L Quasi 413-H-1281 04 R&D 13058 Fixed x85 OOpsf C]C'Tl3-'30if 4l 413-H-1281 05 413-H-1281 06 CW-PG3600 Pa 2438mm x 1524mm FW Fixed 680 Pa .3600 Pa 9192021 IPD4 Ultra Tilt Turn w/ CW-PG85 2438mm SpanA372mm(96 in Span/54 in)MA I1 0 06cfmlft' 95 x85 7222013 413-H-1283 00 Submitted FL 16932('14) No No Ultra Tilt Tum Direct Set CW-PG851524 x 2438(60 00 x 96 00)FW'1 f +157psf 1425psf x127 Bpsf NIA 413-H-128301 't `A HP,EE CW-PG851219 x 2438(48 00x 96 00)DAW'11 4 cycles Quest 413-H-1283 02 •i✓ Oper-Onelite,IG,5132 HS'-5/32'HS CW-PG852743 x 2438(10800x 96 00)DAW'OB (X'Ti3-30686]- 413 H-128303 YI Fixed-Onelite,IG,3116'HS-3116'HS CW-85 AAMA 450-10 413-H-1283 04 Multipoint Tilt Tum Locking Hardware 728' 413-H-128309 R&D 13055 A2,Fixed 7228021 CW-PG4080 Pa 2743mm x 2438mm DAW A2 680 Pa x4080 Pe SP-Oper,IG,3116'Ann-3116'Ann DOO SP-Fixed,IG,118'HS-118'HS Dp50 Ultra Tilt Turn w/ CW-PG752438mm SpaN1372mm(96 in Span/54 in)MAI 1 0Olcfm/fF 95 x75 71M013 413-H-128305 Submitted FL 16932('14) No No Ultra TiltTum Direct Set CW-PG751524 x 2438(60 00 x 96 00)FW'11 +1 57psf 14 25psf x112 8psf N/A 413-H-1283 06 ' / C IPD4,EE CW PG751219 x 2438(48 00x 96 00)DAW'11 4 cycles C W P L Quest 413-H-1283 07 Onelite,IG,Lem,21&27 CW-PG752743 x 2438(108 001,9600)DAW'08 x7500psf QC713.1065_01 413-H-128308 1'6 Mulbpo,ntTilt Tum Locking Hardware CW-75 AAMA 450-10 413-H-128310 R&D 13057 728' 413-H-128311 A2,Fixed 413-H-1283 12 CW-PG3600 Pa 2743mm x 2438mm A2 680 Pa x3600 Pa 413-H-128313 413-H-1283 14 IP04 413-H-1283 15 413-H-1283 16 413-H-1283 17 413-H-128318 7222021 r. 1� I• rPt �I E € �&,.SB'�� � `��; �,,mar:,7� , Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 72 of 84 Test Date Product Name& DP Rating& Prod ID Cade Hallmark# Descnohon Box Sae W x H Air Water Structural Report Al Exp TOW FL# HVHZ# Dade NOA Ultra Oper Casement +80(36 00 x 72 00) 0 04 dm/W 85 x80 121282011 No No FL 15190('14) Yes No HVHZ LMI,EE +157psf 12x12 75psf 011,of NIA t t f 1 Onelite,SG,Lemm 11 Continuous C W P L Element R&D08113-1 ^. ="T s" 'Y �g;`77`1•'•�0� ao oopsf ESP003603P-11611C Ultra Oper Casement ±80(36 00 x 72 00) 0 04 dm1fR 85 x80 12282011 No No FL 15190('14) Yes No HVHZ LMI.21 +157psf f x12000pd WA Onelmmm 21 te,IG,Laor 22 Continuoontnuous C W P L Element R&D 11126 -��"�-,mow ��; � _ � `, ?` :ss, All 00psf ESP00860?0-1161,IC Ultra Oper Casement ±65(36 00 x 90 00) 0 01chm. 65 x65 12282011 No No FL 15190('14) _Yes_ No HVHZ LMI,EE +157psf 975psf x9750pd N/A 14yI?krZ Onehta,SG,Lamm 11 Continuous C W P L Element R&D 08119 'i• =g =' �'"Y-Tb"""- m s -' -'?y,.., _ � �y.� �., ..'� x6500psf ESP1Q8603P-1161:10 Ultra Oper Casement ±65(36 00 x 90 00) <0 OICk t' 65 x65 12282011 No No FL 15190('14) Yes No HVHZ LMI.EE +157Psf 975psf ±9750psf N/A -DIVC 1742 Onelmte,IG,Lemm 21 or 22 Continuous C W P L Element R&D 11130x65 o0 sf ESP003603P-li611C Ultra(mer Casement Hell Circle ±65(36 00 x 72 00) <0 Otcfm/a' 65 x65 12/282011 No No FL 15190('14) Yes No HVHZ LMI,EE +157psf 9 75psf x97 50psf N/A h9a Onerita,SG,Lamm 11 Continuous C W P L Element R&D 08114-1 - -` -" g ' 'E•;, - x6500psf I511008603P-1161.IC Ultra Oper Casement Half Circle ±55(36 00 x 72 00) <0 01ofm/ft' 65 x65 12282011 No No FL 15190('14) _ Yes_ No \ HVHZ LMI,EE +1 67psf 9 75psf x97 50psf N/A I7-4Yt3 1762 Onelmte,IG,Lamm 21 or 22 Continuous C W P L Element R&D 11213 ,ay1 4Y - x65 Mod t 0008603P-1161.10: Ultra Oper Casement Segment Head — ±55(36 00 x 72 00) <0 01cfMfP65 x65 12282011 No No FL 15190('14) _ Yes _ No HVHZ LMI,EE +157psf 9 75psf x97 50psf WA 1 15:63 Onehte,SG,Lamm 11 Continuous C W P L Element RBD 11214 s `T &;' �.: `-s x65 00pe ESP008603P-1161 I G Ultra Oper Casement Segment Head +65(36 00 x7200) <0 01 WIt. 65 x65 12282011 No No FL 15190('14) _Yes_ No HVHZ LMI,EE +157psf 9 75psf x97 50psf WA 'Lt5A1G 17(x2 Onelmte,IG,Lamm 21 or 22 Continuous C W P L Element R&D 11215 '•` _SZ7 12, ,„ x65 OOpsf ES POOS603P-1161 10 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 73 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box S¢e W x H Air Water Structural Report# Ex_io rehon TDI# FL# HVHZ# Dade NOA Ultra Pushoul Casement *80(36 00 x 72 00) 0 04 cfm#P 85 x11 12282011 No No FL 15190('14) Yes No HVHZ SG,,rm W +1 57psf 12 ontr u f xC CW P Lsf me 13 r Onehte,SG,Lemi 11 Continuous C W P L Element R&D 08113-2 "m "m••' '- 'J-&9;?-,'_; �` .-+'•,.^`�a+ ±8000psf ESPU08603P-116110 Ultra Pushout Casement ±80(36 00 x 72 00) 0 04 cfm f? 85 x80 12/282011 No No FL 15190('14) Yes No HVHZ LMI,EE -1 57psf 1275psf x12000psf WA "14S'bi $ Onelite,IG,Lami 21 or 22 Continuous C W P L Element R&D 11216 � '-tr "",' a' ^.1 s�` ,7-77 x8g00psf PS11008(103P-I 161,Ic Ultra Pushout Casement Half Circle ±65(36 00 x 72 00) <0 OlolmV 65 x65 12282011 No No FL 15190('14) _ Yes No i \ HVHZ LMI,EE -1 57psf 975psf x9750psf WA 1# 'd /I Onelite,SG,Lemi 11 Continuous C W P L Element R&D 11126 "-`mss`..,: &' "� " _ ±6500psf ESPOO8603P-116110 f � Ultra Pushout Casement Half Cole ±65(36 00 x 72 00) <0 01 cM, fi5 x65 12282011 No No FL 15190('14) _ Yes No HVHZ LMI,EE -1 57psf 9 75psf x97 50psf WA 13drt2 Onehte,IG,Lamm 21 or 22 Continuous C W P L Element R&D 11217 µ,L x� —;- "7' 'ra •?' ,°� 7`"'': -' " x65 oopsf 08603P4161 1C Ultra Pushout Casement Segment Head ±65(36 00 x 72 00) <0 OlctmV 65 x65 12282011 No No FL 15190('14) Yes No NHVHZ LMI,EE +1 57psf 9 75psf x97 50psf NIA U'fht7 Onehte,SG,Lemi 11 Continuous C W P L Element R&D 09020 as p,,.t„ .d ; ,^„-_� x6500psf lS1'008tt0.'rl'-11a1.1C \ Ultra Pushout Ca Bement Segment Head ±65(3600x7200) 401cM' 65 ±65 12282011 No No FL 15190('14) as No HVHZ LMI,EE +1 57psf 9 75psf ±97 SOpsf NIAP-W-P L762 j= Onelite,IG,Lemi 21 or 22 Continuous C W P L Element 111 , - x650 sf CS['i10fi6tZiP-t161.1C - R&D 11218 "..�,-.,..-_.,.,,,...�.:v�.�.,:L,., ..,, 0p a Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 74 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Desermton Box Sae W x H Air Water Structural Report# Exp TDI# LL! HVHZ# Dade NOA Ultra Awning _80(48 00 x 36 CO) F -a ., N 57psfl' 85 ±80 12282011 No No FL 15188('14) Yes No HVHZ LMI,EE +1 57pd 1275psf x12000pd WA xt� Onelite,SG,Lamm 11 Continuous C W P L Element R&D 08121 '°° +•-c• x8000psf ESPOO8603P-1161 1B Ultra Awning +80(48 00 x 36 00) 4 01cfm#F 85 x80 12/282011 No No FL 15188('14) Yes No HVHZ LMI,EE +1 57psf 12 75paf ±120 00psf NIA Onelmte,IG,Lamm 21 or 22 Continuous C W P L Element R&D 11129 -" '',E;a`r. .,3w ,." X "' ±8o oopcf LSPO08603P-11613B Ultra Awning Z80 psf <0 01cfm#F 85 ±80 12282011 No No FL 15188('14) Yes No HVHZ LMI,EE,Combmahon Mull Allowable pressures shall be the lesser of the mull +157psf 1275psf ±120 00psf WA [?k`YCkt Onelmte,IG or SG &that specified for the individual w,ndows Continuous C W P L Element L.�.� R&D 11142 •g '•s.. ,3.�. .. ° ,r'�"U'4�`i-, x8o 00 psf ESPOO8603P-1161 1E ••Please refer to DWG 1763 for sizes,limftations,end additional Informatlon Ultra Awning ±80 psf 4 01ch tV 85 x80 12/282011 No No FL 15188('14) Yes No HVHZ LMI,EE,Combination Mull Allowable pressures shall be the lesser of the mull +1 57psf 12 75paf x120 00psf WAS&`vrCA70 Cattle,IG or SG &that specified for Brae individual windows Continuous C W P L Element �� R&D 11220 �s Y��' `1 18 - �� _R_,��-� ",. ,,<c: xeo oopsr ESP008643P-1161. ••Please refer to DWG 1763 for sizes,limitations,and additional Information Ultra Oper Casement Design Pressures range from 0 04 dm11t' 80 'See note 12282011 No No FL 15190('14) Yes No HVHZ LMI,EE,Combination Mull *72 9-72 9 psf to 40-80 pd +1 571ssf 12 00psf WA 1?[h Onehte,IG or SG Allowable pressures shall be the lesser of the mull Continuous CWPL Element R&D 08113 &that specified for the individual windows ±80 00psf ESP�486Q3r-1161.1C: •'Please refer to DWG 1762 for sizes,limitations,and additional Information Ultra Oper Casement Design Pressures range from 0 04 dmttF 8o 'See note 12282011 No No FL 15190('14) Yes No HVHZ LMI,EE,Steel Reinforced Combination Mull +60.65 Pat to 40-80 psf *1 57psf 12 00psf N/A Onel te,IG or SG Allowable pressures shall be the lesser of the mull Continuous C W P L Element R&D 11219 &thatspecmrmed for the individual windows x80 oopsf PSP008603P-116110 •'Please refer to DWG 1762 for sizes,limitations,and additional Information Ultra Oper Casement w/Ultra Fixed Casement Design Pressures range from 0 04 chn" 80 "See note 12282011 No No FL 15190('14) Yes No �❑ HVHZ 1-Mg,EE,Combination Mull +486-486 pd to+80-80 pd *157psf 12 00psf WA )� C Onelmte,IG or SG Allowable pressures shall be the lesser of the mug Continuous C W P L Element R&D 11223 &that specified for the individual windows _ .8000psf fL91'003a031'-1161 IC Please refer to DWG 1762 for alzes,limitations,and additional information Ultra Oper Casement w/Ultra Fixed Casement� Design Pressures range from 0 04 dMf 2 80 **See note 121282011 No No FL 15190('14) _Yes No❑ HVHZ LMI.EE,Steel Reinforced Combination Mug +60.65 pd 1.+80-80 psf +1 57psf 12 00psf WA 'T3IYt t:1 h2 Onelmte,IG or SG Allowable pressures shell be the lesser of the mull Conbnuous C W P L Element R&D 11224 &that specified for the individual windows x80 oopsf E.9PQ(Ytib W) -1161_IC ••Please refer to DWG 1762 for sizes,limitations,and additional Information Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 75 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Dascnobon Box Size W x H Air Water Structural Report# Exmrehon TDI# FL# HVHZ# Dade NOA ❑ Ultra Sterling DH 4036 x65(45 50 x 80 44) 0 06cfm/W 65 .65 2132011 No No FL 14477('14) Yes No HVHZ LMI,EE,Fiberglass Checkrail Cover +1 57psf 9 75psf .97 50psf WA & Onelite,IG,Lem,28 Continuous C W P L Stork T 1 Lock 7 Cam Type x65 OOpsf T(7005679P-1015 2 R&D 10115 -x*za*-�r;Is s .3Ty""x Ultra Sterling DH 4036 x65(45 50 x 80 44) 0 04cWft2 65 x65 27712011 No No FL 14477('14) Yes No HVHZ LMI,EE,Fiberglass Checkrad Cover +1 57psf 9 75psf A7 50psf NIA T Onelde,SG,Lam,19 Continuous C W P L Stork 1 Lock I Cam Type :65 00psf TC'LDD5679P-1013 1 mow. R&D 10118 �._�`a�__s�+-�„•;:,;. <;,4d �.� A _...i.'��4_...oi.__.,,�„_H._ Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 76 of 84 Test Date Product Name& DP Rehng& Prod ID Code Hallmark# Desorption Box See W x H Air Water Structural Report# Expiration TOW FL# HVHZ# Dade NOA Lt.Cuts.,Entrance Door Design Pressures range fmm 014cfm10° 65 "See nate 5212013 No No FL 16521('14) Yes No HVHZ LkO,Rect,3080,EE +65 65 psf to-70-70 psi +1 56psf 9 75psf WA REM Onekte,IG,Lena 27 continuous Element A or Onelne,SG,Lama 14 CWPL -TESP012542P-1385 5 Multi Point Lock +65 00psf R&D 12131812132 -7000pal' Please refer to DWG 1890 for sizes,limitations,and additional Informatlon Ultra Outswmg Entrance Door Design Pressures range from 014cli 65 "See note 5212013 No No FL 16521('14) Yes No HVHZ LN,Red,6080.EE +65.65 pat to+70-70 psf +156psf 9 75psf WA Oneida,IG,Lam,27 continuous Element A A or Onehte,SG,Lam,14 CWPL ESP012542P-1385 5 Multi Paint Lock On Acute Panel +65 00psf 2 Point Lock On Less Active Panel -70 00paf R&D 12131&12132 -Please refer to DWG 1830 for sizes,limitations,and additional Information Ultra Oulsvnng Entrance Door Das,gn Pressures range from 014cWft- 65 "See nate 5212013 No No FL 16521('14) _Yes No HVHZ LMI,Arch Top,6080,EE +65 65 psf to+70-70 psf +1 56psf 9 75psf WA Mil 1$x'+0 Onel,te,IG,La27 mnhnuous Element A A or Onehle,SG,Lami 14 CWPL .ST012542P-1385 5 Multi Point Lock On AcWe Panel +65 00psf 2 Point Look On Less Ache Panel -70 00paf R&D 12131&12132mm ° "Please refer to DWG 1830 for sizes,Ilmitations,and additional Informatlon Ultra Outswmng Entrance Door Design Pressures range from 0 14chnift' 65 **See note 5212013 No No FL 16521('14) YesNo HVHZ LMI,Round Top,6080,EE +65 65 pal'to+70-70 psf +156psf 9 75psf WA TX't14 i 1_-3£'1 A A Onehle,IG,Lami 27 mnhnuous Element or Oneida,SG,Lem,14 C WP L ESP0125421'4385 5 Multi Pant Look On Achve Panel +65 00psf 2 Point Lock On Less AcWe Panel -70 00psf R&D 12131&12132 "Please refer to DWG 1830 for sizes,limitations,and additional Information _ Ultra Outsw,ng Entrance Door Design Pressures range fmm 014c1Mft' 65 "See note 5212013 No No FL 16521('14) Yes No ?) SMtlFremh/SM130801608013080 +6565 pat to+70-70 psf +156psf 975psf WA IAll Units-VVIR LMI,EE mnhnuous Element S A A 1 8 25'x 4 0'Steel Bar Conhnwus Vert Mulls CWPL ESP0125 2P-1385 ' !) All Doors-Onetite,IG,Lem,27 +65 00psf or Onehte,SG,Lam,14 -70 00psf 5 Multi Point Lock On Actwe Panel 2 Point Lock On Less Acute Panel R&D 12131&12132 -.$. "Please refer to DWG 1830 for sizes,Hadtations,and additional Information For raised panel information,please see note#33 on page 5. 'l71-0 s 1 Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16µR page 77 of 84 Test Date Product Name& DP Rating& prod ID Cade Hallmark# Description Box Sae W x H Air Water Structural Report 9 Expiration TOW FLp HVHZ# Dede NOA Ultra Oulsvang Entrance Door Fined Design Pressures range from 001clInlft' 65 "See note 5212013 No No FL 16521('14) Yes No HVHZ LMI,Red,3080,EE 45-65 pef to«70-70 psf ."6psf 9 75psf WA 'LISk. 1ff.3fl S OneRe,IG,Lam,27 conbnuous Element or Onelmte,SG,Lamm 14 C W P L _ESP012342P-13£5 4500psf R&D 12131&12132 11111, l.: ;x�_•>•: �.?R: -7000paf ••Please refer to DWG 1030 for slzes,Ilmttablons,and additional Informatlon Ultra Outsw,ng Entrance Door Design Pressures range from 0 01 chili 65 "See note 5212013 No No FL 16521('14) Yes No Ultra Fined Transom 45-65 psf to«70-70 psf «i 56psf 9 75psf WA ERUYO0 French Door With URMDSS Above Allowable unit pressure shall be the lesser of the pressure mnbnuous Element HVHZ LMI,6080 w/transom,EE speafied for the Individual door&wmdow units C W P L FSP012512P-1385 25'x 4 0'Steel Bar Continuous Hora Mull 45 0DPsf A A All Units-Onelmte,G.Lam,27 -70 00psf or Onehte,SG,Lem,14 5 Mulb Pant Lock On Acute Panel 2 Point Lock On Less Active Panel R&D 12131&12132 Please refer to DWG 1030 for sizes,IlmWons,and addldonal Information Ultra Outswmng Entrance Door Design Pressures range from 001cfm/ft' 65 "See note 5212013 No No FL 16521('14) _ Yes No Ultra Fined Transom -65-65 pat to d0-70 psf «1 56psf 9 75psf NIA Single Door With URMDSS Above Alkwtable unit pressure shall be the lesser of the pressure continuous Element HVHZ I.M.3080 veftransem,EE specified for the mdmduel door&vnndow units C W P L ESIT12542P-1395 A 25'x 40'Steel Bar Continuous Ham Mull -6500psf All Units-Onehts,IG,Leml 27 -70 00ps1 or Onehte,SG,Lam,14 5 Multi Point Lock R&D 12131&12132 i-va:' "Please refer to DWG 1830 for sizes,Iimlratlons,and additional Information For raised panel information,please see note#33 on page 5. I RAN W_ Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 78 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sae WxH Air Water Structure! Report ExE I� TDI# FL# HVHZ# Dade NOA Ultra Outswmg Entrance Door Design Pressures range from 0 14drrJfP 65 "See note 5212013 No No FL 16521('14) Yes No HVHZ HP,Rect,3080,EE +65.65 psi to 70-90 8 psi +1 56psf 9 75psf WA A Onetite,IG,118'T-1/8'T ' continuous Element or Onehte,SG,5132'T ESP012542P-1.495 5 Muth Point Lock R&D 12131&12132 "v4z tit! "Please refer to DWG 1831 for sizes,limitations,and add@lonal Information Ultra Outswing Entrance Door Design Pressures range from 014cWW 65 'See note 5212013 No No FL 16521(Y4) Yes No HVHZ HP,Rect,6080.EE +65-65 psi to 70-90 8 psi -1 56psf 9 75psf WA I711`Gx 1831 Onehte,IG,118*T-1/8'T continuous Element A A orOnelite,SG,5132'T ESP012542P-1385 5 Multi Point Lock On Achve Panel 2 Point Lock On Less Acute Panel R&D 12131&12132 d ItVMMP ••Please refer to DWG 1831 for sizes,limitations,and additional information Ultra Outsvnng Entrance Door Design Pressures range from 014ofm1#' 65 'See note 5212013 No No FL 16521('14) _ Yes _ No HVHZ HP,Arch Top,6080,EE +65-65 psi to+70-90 8 psf +1 56psf 9 75psf WA 13bYC1 ift31-' Onelite,IG,1/8'T-118'T continuous Element A A or Onehte,SG,5132'T Fb7'0125421'-1395 5 Will Point Lock On Acute Panel 2 Point Lock On Less Active Panel _ R&D 12131&12132 '•Please refer to DWG 1831 for sizes,limitations,and additional Information Ultra Outswing Entrance Door Design Pressures range from 014daff65 '•See note 5212013 No No FL 16521('14) _ Yes No HVHZ HP,Round Top,6080,EE *65-65 p.1'to+70-90 8 psi +1 56psf 9 75psf WA '11`St.'C 7537 Onelite,IG,118*T-1/8'T continuous Element CA HA orOnehte,SG.5/32'T ' M'01254211-1195 5 Muth Point Lock On Active Panel 2 Point Lock On Less Acute Panel _ _ R&D 12131&12132 � 1tNt1 H! ._ •'Please refer to DWG 1831 for sizes,limitations,and additional Information For raised panel information,please see note# on page 5. Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 79 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sae W x H Air Water Structural Report# Expiration TDI# FL# HVHZ# We NOA Ultra Outswing Entrance Door Design Pressures range from 014dirn/W 65 "See note 5212013 No No FL 16521('14) Yes No Stat/French/Stat 3080/6080/3080 +65-65 psf to+70-908pid +156psf 975psf WA 2 t ? All Units-HVHZ HP,EE Allowable mulled unit pressure shall be the lesser of the allowable continuous Element S Aj A 3 250 x 4 0'Steel Bar Continuous Vert-Mulls pressure spededfor each individual umtwithinthe mulled unit $4P012542P-1385 All Doors-Onehle,IG,1/8'T-1/8'T or Onelde,SG,6/32'T ' 5 Multi Point Lock On Active Panel 2 Point Lock On Less Actwe Panel Will tl! R&D 12131&12132 ••Please refer to DWG 1831 for sizes,limitations,and additional Information Ultra Outswing Entrance Door Faad Design Pressures range from 014af nIft' 65 "See nate 5212013 No No FL 16521('14) Yes No S HVHZ HP,Red,3080,EE +65-65 psf to-70-90 8 psf +1 56psf 9 75psf WA Onelite,IG,118'T-1/8'T mnunuous Element or Onelite,SG,5132'T ESP012542P-1385 R&D 12131&12132 "Hp ••Please refer to DWG 1831 for sizes,IlmBations,and additional Information Ultra Outswing Entrance Door Design Pressures range from 014cfm/ft' 65 'Bee note 5212013 No No FL 16521('14) Yes No Ultra Fixed Transom +65-65 psf to 465-809par +156psf 975psf WA Mi ADA French Door With URMDSS Above Allowable unit pressure shall be the lesser of the pressure continuous Element HVHZ HP,6080 wRransom,EE based on muflion span&that specified for the individual door FST(T12542P-13K 25'x 4 0'Steel Bar Continuous Hom Mull &window mils Door-Onelite,IG,118"T-1/8'T A A or Onelite,SG,5132'T Transom-Oneida,IG.1/8'T-1/8'T or Onelite,SG,1/4'T 5 Mulb Point Lock On Active Panel 2 Point Lock On Less Active Panel 11111111111110 ti' R&D 12131&12132 ••Please refer to DWG 1831 for sizes,limitations,and additional Information Ultra Oulswing Enhance Door Design Pressures range ham 014ofmlh' 65 'Bee note 5212013 No No FL 16521('14) Yes No Ultra Fixed Transom +65-65 psf to 45-94 9 psf +1 56psf 9 75psf WA Single Door With URMDSS Above Allowable unit pressure shall be the lesser of the pressure continuous Element HVHZ HP,3080 wAransom.EE based on muton span&that specified for the individual door 4:514}125421'-1385 25'x 4 0'Steel Bar Continuous Ham Mug &wmdow units Door-Onehte,IG.1/8'T-118'T A or Onelite,SG,5/32'T Transom-Onetite,IG,1/8'T-1/8'T or Oneida.SG,1/4'T 5 Multi Pant Lock R&D 12131&12132 HVHZ lip ••Please refer to DWG 1831 for sizes,Ilmitatlons,and additional Information For raised panel information,please see note 7X33 on page 5. Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 80 of 84 Test Date Product Name& OP Rahng& Prod ID Code Hallmark# Description Boz Sae W x H Air Water Structural Report# E,mvehon TDI# FL# HVHZ# Dsde NOA Ultra Transom URMDSS Design Pressures range from 001cfm1#' 70 "See note 6/112013 No No FL 16519('14) Yes No HVHZ HP,EE,Sash Set +70-70 Pat for+70-1061 paf +1 56psf 10 5psf WA „ f/A$5 Onehte,IG,1/8'T-118'T Continuous Element or Onehte,SG,114'T ESPOI 25.42P-13851 R&D 12142 Imam '•Please refer to DWG 1835 for sizes,limitations,and additional Information Ultra Transom URMDSS mulled Design Pressures range from 001cWf 2 70 -See note 6/112013 No No FL 16519('14) Yes No ED HVHZ HP.1/8 Sash Set +7ssure sftllbeth 094Psf *156psf 105psf NIA Oneiite,IG,1/8'T-118'T Allowable and pressure shall be the lesser of the pressure Consnuous Element or Onelde,SG,1/4'T based on mullion span&that specified for the individual window units ESPN 25421`-1385 I R&D 12142 •'Please refer to DWG 1835 for sizes,limitations,and additional Information Ultra Transom URMDSS +70-70 psf 001 chN8' 70 x70 6/112013 No No FL 16519('14) _Yes No HVHZ LMI,EE, Set .56psf 10 5psf x105psf WA IYIr Onelmte,IG,Lem emm 2 27 1Cpnhnuous Element or Onelde,SG,Lamm 14 C W P L FSPN 25421-13851 R&D 12142 ",�'" z _..n '`£,my=, ��..{',,.�o,. :70 00psf ••Please refer to DWG 1834 for slzes,limitations,and additional Information EE:E:l Ultra TransomURMDSS mulled +70-70 psf 0 01cfMfl' 70 x70 61112013 No No FL 16519('14) Yes No HVHZ LMI,EE,Sash Set +156psf 10 5psf x105psf WA bw{it .I Onehte,IG,Lamm 27 Gonhnuous Element or Onehte,SG,Lamm 14 C W P L E1;P012542P-1383 7 R&D 12142 m�-.' J'aa;,s ",- "'> �:x � " ..�....e:,..v;:...;,: :::.« ._. �•m.a .....>�...._....., x70 OOpsf ••Please refer to DWG 1834 for sizes,limitations,and additional Information I-- "WO Kolbe I �� .., aig`'R-;' � Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 81 of 84 Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sae W x H Air Water Structural Reood# Expiration TDI# FL# HVHZ# Dade NOA Ultra Steding DH Transom UED5E1642(URDHSS) Design Pressures range from 4 01dmff70 "See note 31142011 No No FL 14782('14) Yes No HVHZ LMI,EE +65-70 psf to+70-75 psf +1 57psf 10 50psf WA :" "7 Rect.Sash Set Continuous C W P L Stork Onelite,SG,Lamm 14 t.,w9%',s" .'�? _ a +7o oopsf TCf006055P-1033.2 R&D 10130 -7500psf '•Please refer to DWG 1751 for sizes,limitations,and additional Information Ultra Sterling DH Transom UED5E1642(URDHSS) Design Pressures range from <0 01ofmRt' 70 "See note 31142011 No No FL 14782(14) Yes No HVHZ LMI,EE +65-70 psf to+70-75 psf +157psf 1050psf WA Fact Sash Set Continuous C W P L Stork One6te,IG,Lamm 27 �'7 1 +70 00psf TC 060551'-1033 1 R&D 10127 -75 oopsf "Please refer to DWG 1751 for sizes,limitations,and additional Information Ultra Sterling Fixed DH Sludo Design Pressures range from <0 Ole", 70 **See note 3/162011 No No FL 14602('14) Yes No HVHZ LMI,EE +65-70 psf to+70 d5 psf +1 57psf 10 50psf NIA Onelite,IG,Lamm 27 Continuous C W P L Stork R&D 10127 ....� .,�.,^-.`,s•`e;.,,a'„ ,;;�„° +70 OOpsi TC,700605.4P-10321 -75 OOpsf '•Please refer to DWG 1750 for sizes,limitations,and additional Information Use Sterling Fixed DH Studio Design Pressures range from <0 01chtft' 70 "See note 3/162011 No No FL 14602('14) Yes No HVHZ LMI,EE +65-70 psf to+70-75 psf +157psf 10 50psf NIA Lkv[:17541 Onelite,SG,Lamm 14 Continuous C W P L Stork R&D 10124 :'� ' . a r s4; +7000psi TCT00605•iP�10322 -75 OOpsf "Please refer to DWG 1750 for sizes,limitations,and addRlonaf Information UIOa Fixed Casement Picture +60-70 pef <0 01cfmV 60 460-70 12282011 No No FL 15189('14) Yes No HVHZ LMI,EE +157psf 90opsf +90 OOpsf NIA Onelmte,SG,Lami 18 Continuous -105 OOpcf Element R&D 08107 ,:: �Wro-E* �" ;` g CWPL IfiP0086031'-1161.1A +6000psf "Please refer to DWG 1754 for sizes,limitations,and additional Information -70 OOpsf Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manualf /16 page 82 of 84 Test Dale Product Name& OP Rabng& Prod ID Cade Hallmark# Description Box Sae W x H Air Water Structural Revolt# Exp TDI# FL# HVHZ# Dede NOA Ultra Fined Casement Picture Design Pressures range from 4 01chn#P 60 -See note 12/282011 No No FL 15189('14) YesNo HVHZ LMI,EE +571-571 Pat to 460-70 psi -1 57psf 9 OOPsf NIA V6 .w jF_6il Onehte,'IG,Lami 27 Continuous C W P L Element R&D 111313 xsg.,:i:Z:Z i;..'`ia ,�.= +6000psf ESP003603P_4161.1A -70 OOpsf '•Please refer to DWG 1764 for sizes,limitations,and additional Information Ultra Fixed Casement Picture ,60-70 psf <O OtcbnfR' 60 +60-70 12282011 No No FL 15189('14) Yes No HVHZ LMI,EE +157psf 900Psf +9000psf NIA Onebte,IG,Lama 47 Continuous -105 00psf Element R&D 11133 ••�Ar€,!� C".`+^�"m",�,,.=..'':".. •',' °_ w—. " -•,s;�.��;�.,,�:�. u C W P L ESP008603P-1161 Id, +60 OOpsf '•Please refer to DWG 1764 for sizes,limitations,and additional Information -70 OOpsf Ultra Fined Casement Picture Design Pressures range fmm <0 O1cfmRt' 60 "See note 12282011 No No FL 15189('14) Yes No HVHZ LMI,EE,Combination Mull 449 8 49 8 Pat to+60-70 psf +1 57psf 9 OOpsf NIA Onelite,IG or SG Allowable pressures shall be the lesser of the mull Continuous C W P L Element R&D 11221 &that specified for the individual windows 46000psf ISP008603P-1161 IA .G^T�"T:Y' -70 00sf ••Please refer to DWG 1764 for sizes,limitations,and additional Information Ulha Fond Casement Picture Design Pressures range from <0 Olcfmlft' 60 "See note 12282011 No No FL 15189('14) Yes No HVHZ LMI,EE,Steel Reinforced Combination Mull 4601-58 4 psf to 460-70 pal +1 57psf 9 Wild WA 11T�rf.'1764 Onelite,IG or SG Allowable pressures shell be the lesser of the mug Continuous C W P L Element R&D 11222 &That specified for the individual windows +6000psf ESP008603P-7167 7A ,z.,.a�':a..,...'�2..;.:w. .::».R.�'xra`1xr�iu•sxw����::...--...axa'.._.>. -70 OOpsf '•Please refer to DWG 1764 for sizes,limitations,and additional Information Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 3/23/16 page 83 Wk Test Date Product Name& DP Rating& Prod ID Code Hallmark# Description Box Sae W x H Air Water Structural Report# Expiration_ _ TDI# FL# HVHZ# Dade NOA Magnum DH wl Magnum DH w/ LC-PG40 1172 x 1961(-46 x 77)H'11 0 23cWft2 40 -4045 12272012 413-H-1239 00 ?VidX-il W3 FL 16268('14) No No Heritage Transom DH Sash Set LC-PG40 MA 2343 mm SpanI623nF(9225 in Span/66 91#'1'11 +157psf 606psf .6015psf WA 413-H-1239 01 WMDHSS Mulled Above LCFG40 MA 1961 mm Span/460riF(7719 in Span/4945ftj'11 4cycles -6767psf Element 413-H-123902 All Units-SP,WW LC-PG40 2343 x 2653(92 25 x 104 44)H'08 ESPO11551 P-1334 413-H-1239 03 2 Piece Continuous Vertical Mug 66 91f- 413-&1239 04 25'x 3 5'Steel Bar Continuous Horz Mull A2,B2,C4,C2 122712016 Opemting-Onelde IG,3132'Ann-3132'Ann Fixed-Onetite IG,1/8 Ann-118 Ann LC-P(31920 Pa 1172mm x 1961mm H A2 290 Pa +1920 Pa 2 Locks I Cam Type -2160 Pe R&D 12117 Magnum SH 4040 w/Magnum Studio LC-PG501232 x 2288(-49 x90)H'11 004 cfmHP 50 +5055 6282012 413-H-122400 :4VIIt;-1425 FL 16695('14) No No ❑ HP,WW LGPG501689 x 2288(-67 x 90)FW A 1 +1 57psf 7 52psf +7519psf WA 413-H-1224 01 2 Piece Conbnuous Vertical Mull LGPG50 MA 2288 mm Spar/67nF(9000 in Span2192tt2)'l 1 4cycles -8271paf Element 413-H-122402 Operating-Onetite,IG,1B'Ann-1/8'Ann LC-PG50 2921 x 2288(115 00 x 90 06)H'08 ESP01 U49OP-126li 413-&1224 03 Fixed-Onelite,IG,114'Ann-1/4'Ann 71 92W 6282016 2 Locks/Cam Type A3,B3,C5,C3 R&D 12069 LC-PG2400 Pe 1232mm x 2288m H A3 360 Pe +2400 Pa -2640 Pe Magnum DH w/Magnum DH w/ LC-PG50 1172 x 1961(46 13 x 77 19)H'11 014chNft' 50 »50 50 6/182013 41341-1264 00 SVN-IM3 FL 14198 C14) No No Heritage Transom DH Sesh Set LC-PG50 2343 x 2653(92 00 x 104 00)H'08 +157psf 7 52psf +75 20psf NIA 413-H-1264 01 HWMIW1361.138811389(WMDHSS)Mulled Above LC-PG502343 x 686(92 25 x 27 00)TRI 1 4cyol. -9030psf Ouest 413-H-126402 All Units-HP,WW LC-MO 2343 x 6 22m2(92 25 x 66 902)MA'11 CK-D3-2911 01 413-H-1264 03 2 Piece Continuous Vertical Mug 413-H-1264 04 T T 25'x 3 5'Steel Bar Continuous Hon!Mull 66 91fF A3 360 Pa +2400 Pe 6202017 Operating-0nelite IG,3132'Ann-3132'Ann A3,B3,C4,C3 -2880Pa Fixed-Onelite IG,118'Ann-118 Ann LC-PG2400 Pa 2343mm x 2653mm 2 Locks I Cam Type R&D 12147 Kolbe and Kolbe MillworkII 4 + �� � � Air,Water,Structural Test Reports Manual 3/23/16 page 84 of 84 Test Date Product Name& DP Rating& Prod ID God' Hallmark# Description Box See W x H Ar Water Structural Report# Explialum TDI# FL# HVHZ# Dade NOA Ultra Magnum DH wl Ultra Magnum DH LC-PG351172 x 1961(-46 x 77)H'l1 014cfM0' 40 +35-40 12/272012 413-H-1240 00 §Vlld-14t>Er FL 16268('14) No No wfUltra Magnum Transom DH Sash Set LC-PG35 MA 2343 mm Span/6 230(92 25 in Spaa/66 910')'11 +157psf 6 06psf +52 63psf NIA 413-H-1240 01 UMDHSS Mulled Above Both LG-PG35 MA 1961 mm Spen/4 60m'(77 19 in Span/49 450')'11 4 cycles -6015psf Element 413-FH240 02 All Units-SP,Clad LC-PG35 2343 x 2653(92 25 x 104 44)H'08 L3P011999P-13358 413-H-1240 03 2 Piece Continuous Vertical Mull 66 910' 413-H-1240 04 T 4 25'x 3 5'Steel Bar Continuous Hoa Mull A2,B2,C4,C2 12/2712016 Operating-Onelite IG,3132'Ann-3132'Ann LC-PG1680 Pe 1 172m x 1961mm H A2 290 Pa +1680 Pa Faed-Onelite,IG,1180 Ann-1/8'Ann 1920Pa 2 Locks I Cam Type R&D 12102 Ultra Magnum DH w/Ultra Magnum DH LC-PG50 1172 x 1961(-46 x 77)H'11 0 06cfm/0' 50 +50 55 4/2/2013 413-H-1249 00 4L`_W-14PS FL 14198('14) No No w/Ultra Magnum Transom DH Sash Set LC-PG50 MA 2343 mm Span/6 23m'(92 25 in Span/66 9100'11 +157psf 7 52psf +7519psf NIA 413-H-1249 01 UMDHSS Mulled Above Both LC-PG50 MA 1961 mm Span/4 60m'(77 19 in Span/49 450')'11 4 cycles -8271psf Element 413 H-124902 All Units-HP,Clad LC-PG50 2343 x 2653(92 25 x 104 44)H'08 &13P0I2£91P-1403 413-H-1249 03 2 Piece Continuous Verticel Mull 66 91ff 413-H-1249 04 26'x 3 5'Steel Bar Continuous Horz Mull A3,B3,C5,C3 A3 360 Pa +2400 Pa 422017 Operating-Onel to IG,3132'Ann-3/32'Ann LC PG2400 Pa 1172mm x 1961mm H -2640Pa Fixed-Oneltte IG,5/32'Ann-5132'Ann 2 Locks I Cam Type R&D 12174 ❑ Ultra Magnum SH 4040 w/ LDPG501232 x 2288(-49 x 90)H'11 0 05cfm/0' 50 +60-55 7/192012 413-H-1219 00 WIN-18f32 FL 16695('14) No No Ultra Magnum Studio HP,ER CW-PG501689 x 2288(-67 x 90)FIN I1 +157psf 7 52psf +7519psf WA 413-H-1219 01 2 Piece Continuous Vertical Mull LC-PG50 MA 2288 mm Span/6 70m'(90 06 in Spanl7l 920')'11 4 cycles -82 71psf Element 413-H-1219 02 T Faed-Castile,IG,1141 Ann-114'Ann LC-PG50 2921 x 2288(115 00 x 90 06)H'08 E13P01 0492P-127 0 413-H-1219 03 Operating-Onelite,IG,1/8'Ann-118'Ann 71 92X' 7/192016 2 Locks/Cam Type A3,B3,C5,C3 R&D 12065 LC PG2400 Pa 1232mm x 2288mm H A3 360 Pa +2400 Pe -2640Pa off • ' • • , • • , • ' ' • • • ' , • ' bey • . • , • • , . • • . . . . • • ��----Z--ZZZZZ—ZZ—o ---ZZZZZ—Z—r—ZZ— �� . . • • r --- - > ---■� — — -- — --rte--- ,�------------- -------- ----------- �•-rz--n------- -Ono E -------m -- ======= 3" VENT 3" VENT ROOF THRU ROOF THRU ROOF MASTER BATHROOM 311 3�� COMMON HALL 3��,' COMMON HALL 1 1/2" 2" _ 2_1/2"' 2 1/2" BATHROOM � 3 BATHROOM -------------- 1 --1-------+--------- -2��-� 2 1/2" �.� I I I I I I I I I I I I I I W1I1/2 1 1/2 2 112I2 1/2I2 2" 2 11/2" 11 1/2" 12" 12" 2 11/2" 111/2" W L3 H 1 1 I I I I I 1 1 I I I i I I I I I I I I O Q > LAV LAV i i LAV i LAV 46'-3" + PROP. NEW SECOND FLOOR BELOW p O SHOWER TUB 7!T TUB i OILE V VO 1 1/2" IDE OILE I DILE 1 FLOOR Lu `) 3" I 211 3" 1 1/2" 2�� 2•• � 311 1 1/2" LINE OF ROOF OVERHANG BELOW LINE OF ROOF OVERHANG BELOW u � Z 11/2" 2.. 3.. 1 2.1 2" 211 1 311 - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11 COMMON HALL LAUNDRY 3 3 I LINE OF EXTERIOR WALL BELOW 3 COMMON HALL I LINE OF EXTERIOR WALL BELOW /- 1 W N DC N H (n . 1 QQQ + - _ 2 1/2" BATHROOM ROOM BATHROOM I W ~ > > > 2��_,_L 21/211 WWW 2 _--- 1 2 1/2 1 I ------�-- 1 1/2 uj + -- 2" ------__ T ------i O 1 3 N u1 u u u u u 12u 12 1/2" 11 1/2" m m W H H H D Lu 2 1 1/2 12 1/2 11 1/2 11 1/2 1 1/2 I u KIT. SINK 3'11 3" 1 1 LAUNDRY LAUNDRY I I Q Q \ / Z Q Lu Lu� SINK WASHER i I 1 1 DW LAV i LAV w o \ / W OW W 1 � aCQQQ 2�� SHOWER DILE 1 1/2" ,1 TUB DILE O I w CONSTRUCT 36" + HIGH KNEE CONSTRUCT 36" + m H W W W Q HIGH KNEE 1 U.. to W FN / I2 2 - 1 �O I WALL AROUND FLOOR AREA O WALL AROUND FLOOR AREA H H H = aQ >>> Lo X www N FIRST 2�� 2 1/2" 3" u- t o N XL ) www 211 3�� 3„ 2" 211 I 1 1/2" z i z \ BEAM DOWN TOOCONTINUOUS � WQaiCiyH 11 BEARING POINT BELOW W / O 30 �' d• '� M M C.0. 2 ---I 2_1/2" I L 1 W w 000000 r 1 INC P� m NNNNNN W Il _I a ti� 0 4 4.. 2�� i 12 1/2" 11 1/2" O I r�J2+ po .0C� $ I 2 E- Z Z m ' J EXIST'& CELLAR 3.11 11 i i in '� °C °y °1 I w � > >�� � y BATHROOM 1 3 I I N +tia ° p N F7 h ti Q LAV 1 w X `ti�ti w , 3 w u- O� 00 00 .••-i O� Y w t� N Y Q O 1 °O ix w w 1 OC �� ,c ca O ° SHOWER I DILE F.A.I. w w I Z O LINE OF 7'-0"CLEAR HEAD o Q Z 3" + 0 ROOM F ATTIC LEVEL + °3 � CELLAE: �11 _ ,� _,FLOOR PLUMBING RISER DIAGRAM 2" 31. 11/2" 4 M Z o U.3 1 �p \ / _ 0j 4" C O. C.O. i �� ixQ TS I Q <> 3 I HOUSE 4„ I Z J 2 X 12 ROOF RAFTERS @ 12" O.C. V N TRAP v°3 u3Q 1 4 SANITARY LINE 1 TO SEPTIC SYSTEM w \ / w xJ Za I OC W Lu Lu v LIGHT 2 X 12 ROOF RAFTERS C� 12" L . , • • ��, S o ' • \ 3 3 -- - oe W I Z O �� PROVIDE 4 X 4 POST @ RIDGE /• \Z \ . 07 BEAM DOWN TO CONTINUOUS Z > BEARING POINT BELOW \ J ' , 2 X 12 ROOF RA ERS C� 12" O.C. X I m �"� N !i m (A �lJ, • v CROSS SECTION "B-B" J Pte/ ix Lu \ Lu 2_X 6 COLLAR TES� 12"O.C. G I W CL @ 6'-8"ABOVE ATTIC FLOOR �. > W u- ���Fy (PROPOSED UN-FINISHED ATTIC �`�A I 0 9 p ci �\ STORAGE AREA W/ MAXIMUM / ,P/ Q _ N p o1(+9` 6'-8" HIGH CLEA HEAD ROOM) ,b�,� II V \ W Q PROVIDE 4 X 4 POST @ VALLEY + V lA V) X°' \ LIGHT BEAM DOWN TO CONTINUOUS .�,/ o 0 \Z ci(3j BEARING POINT BELOW iv I 0) O a W .� 1 CL W N V Z °if N O Q Z= x -- - - - °d O Z o > 2 X 14 LVL RIDGE a 3011 W — Z c) / J O Do R ' w PROPOSED I W UA t a H N Q W X / �w / OBSERVATION DECK i UZ r N O 8'-0" X 31'-8" Ili > Z GC xH =to V) PROVIDE MECHANICAL WINCH 3 P�20POSED TTIC A• EA opc 3 (PROPOSED "WALK- + '■ a 0 W ^m W o 13'-6" 21'-0" V),� OUT" BALCONY) _ 0 E Q 1p( FOR CHANDELIER BELOW U� F. In ' 2 ii g ", 1 N w I %0 � 0) 0 Pte, 0° °g (PROP SED FINISHED ATTIC AREA W/ a 1 � I Q cm .ro ""o MAXI UMM 0" HIGH CLEAR HEAD ROOM) O tL x w �I V 2 w U O p C1 N W < LIGHT LIGHT/ Z,-, 0 r Ln p �P < W a - may}-- �y� V ,�/ O >W 2 X 14 LVL DGE j 3 j� p� V m N LL' H !.ti '� z- <H . = N X + • Z 1 O- N 3U ti OV^ VOr, V xI 00\ W 2 X 12 ROOF RAF RS 12" O.C. x^o/ '\ N X � �' � I w LO I 1 • � DOWN I I � I � 1 C NS U W D STA RS / A NG 30 I I 30" \ < O O 1 D WN TO EC N LO R L VE DOOR — Y - -- W Z oc CONSTRUCT 2 X 4 FRAMED WALL @LINE OF CC 1 0 2 X 12 ROOF RAFTERS @ 12" O.C. _ / 7'-0"CLEAR HEAD ROOM @ ATTIC LEVEL N w 3 Q iy X wOX w 3 N "k CO 3 z p 3 PROVIDE 4 X 4 POST @ HIP �j r2 w BEAM DOWN To CONTINUOUS jr (PROPOSED UN-FINISHED ATTIC �2 =O Q J W °ZS W BEARING POINT BELOW O O 1 w m STORAGE AREA W/ MAXIMUM j + 3 m Z i J /�� 6'-8" HIGH CLEAR HEAD ROOM) p�`\ a 3 i �, U W W Z z mz� I / m 0 w /4§ (n 0 3 w �- w �" \ a� 0 1 Y O a O I �+ PROVIDE 4 X 4 POST SHIP Q Q w Ocn ° /ix LU `91 ,L BEAM DOWN TO COM'PTIT VOUS V 3 Q m 1 0 Q O BEARING POINT BELOW O/•• Lu L1') = w i W w W w 0 U) / x CROSS SECTION "A-A" '\ ° 1 r N � N M O W I a- I / •\ 1L 1 wry NOTE: PROVIDE W/ FULL THICK O BATT TYPE INSULATION @ 2 X 4 / REVISED 29 SEPT., 2014 w ® y, FRAMED WALLS AROUND FINISHED `Z I r Cti ¢D -.. 43 ATTIC SPACE & STAIR ENCLOSURE I �` ,`� •_ �� �' 1 LINE OF EXTERIOR WALL BELOW {� p LINE OF EXTERIOR WALL BELOW I IV AI LINE OF ROOF OVERHANG BELOW LINE OF ROOF OVERHANG BELOW X597 p ' Aa 121-018 46'-3" + PROP. NEW SECOND FLOOR BELOW 1 11 LIVING AREA A I 1 .1c OO P s1 /411 - - 285.6 SF 0 1 2 3 4 5 6 7 8 9 10 15 NOTE: DO NOT SCALE DRAWINGS AND FIELD VERIFY ALL DIMENSIONS BEFORE OREDER MATERIALS. NOTE: ALL CONSTRUCTION AT ATTIC PROVIDE: ELECTRIC OPERATED WINDOW SHADES, CENTRAL SOUND SYSTEM, ALARM SYSTEM & SECURITY CAMERA SURVEILLANCE SYSTEM FLOOR IS NEW, UNLESS OTHERWISE NOTE. PAGE # P-,6A-0 GATE: � B.P.#;<>A COMPLY V,rl{H ;ALL CODES OF SOUTHOLD, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY ZONING INFORMATION RESIDENCE R-40 ZONE SITE CALCULATIONS: FEE:' � B'Y: Ez_� NEW YORK STATE & TOWN CODES SUFFOLK COUNTY TAX # 1000 - 70 - 13 - 20.7 ZONING CODE SECTION ZONING REQUIREMENT PROVIDED/PROPOSED SITE AREA 52 318.00 SF NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS F " MAP OF "PARADISE BY THE BAY" - LOT 7 765-1802. 8 AM TO 4 PM FOR THE MINIMUM LOT SIZE 40,000.00 SF 52,318.00 SF EXISTIAG TOTAL BUILDING AREA 2,569.88 SF FOLLOWING f'•JSPECTIONS: C Zc l° '� SOUTHOLDTOWNZBA MINIMUM LOT WIDTH 150.00' 153.71 .00' PROPOSED ADDITIONAL BUILDING AREA 2,708.02 SF 1. FOUNDATK)N - TWO REQUIRED M; RD MINIMUM LOT DEPTH 175.00' 345.89' �- FOR POURED CONCRETE , PROPOSE[) TOTAL BUILDING AREA 5,277.90 SF ' f SOUTHOLD MINIMUM FRONT YARD SETBACK 50.00 123.00' PROPO��ED TOTAL LOT COVERAGE 10.08 2. ROUGH - 'F:R"'MING & PLUMBING ::,NOTE: ALL SITE INFORMATION & GRADE ELEVATIONS MINIMUM SIDE YARD SETBACK 15.00' 32.70' 3 3. I.NSULATIOt i N.Y.S.DEC 11 1 w 4. FINAL - CONSTRUCTION MUST OBTAINED FROM SURVEY PREPARED BY JOHN C. MINIMUM AGGREGATE SIDE YARD 35.00 84.60 H SETBACK FLOOR AREA: > Z BE COMPLETE FOR C.O. EHLERS, LAND SURVEYOR DATED 10-05-2010 MINIMUM REAR SIDE YARD .SETBACK 50.00 136.00 w ALL CONSTRUCTION SHALL MEET THE MINIMUM LIVABLE FLOOR AREA 850.00 SF 5,087.00 SF EXISTING FIRST FLOOR AREA 1,911 .00 SF roC REQUIREMENTS OF THE CODES OF NEW MAXIMUM LOT COVERAGE 20.00 % 10.08 % PROPOSED ADDITIONAL FIRST FLOOR AREA 929.00 SF 0 YORK STATE. NOT RESPONSIBLE, FOR OCCUPANCY OR " MAXIMUM BUILDING HEIGHT" 35.00' 25.25' PROPOSED SECOND FLOOR AREA 2,247.00 SF -' DESIGN OR CONSTRUCTION ERRORS. MAXIMUM NUMBER OF STORIES 2 1/2 STORIES 2 STORIES w °_ ' PROPO_AED TOTAL FLOOR AREA 5,087.00 SF Z ~ USE IS U�IL/��,��tFi�Il_ DO NOT PROCEED V11TH WITHOUT UNLAWFUL CERTIFICATE NOTE: ON SITE DRAINAGE WILL BE DESIGN TO RETAIN & PROPERLY LEACH ALL STORM WATER RUN OFF QO a PRAL,IING UNTIL SURVEY GENERATED BY A TWO (2) INCH RAINFALL CREATED BY SITE CLEARING, CONSTRUCTION ACTIVITIES, DID N OF FOU10TION LOCATION OF OCCUPANCY _ : _; SITE IMPROVEMENTS AND THE PERMANENT CREATION OF IMPERVIOUS SURFACES w w w HAS E)EE:N APPROVED. �,o > > ac yiC? m N m,1�• Q m a C�i� �"� H � V IMPERVIOUS SURFACE CALCULATIONS FOR �a o a Q a zlm �� 300 FT TIDAL WETLANDS ADJACENT AREA �;� ADJACENT PROPERTY �` m SCTMV 1000-70-13-20.6 w = Q �G2 0m 4t' G� o?S Q�tA OWNER - HOWARD DAVIDOFF Esc d a a�� c� 1:;o '(. p ` LL' W TIDAL WET WETLAND ADJACENT AREA 45,000.00 "SF lot dm °°'C o� u� T, 00 N w w N'; o PROPOSED HAY BALE SILT FENCING ;� ( �+ tN WLIMITS F LAND O C � _ ;DISTURBANCE - 1 - -- i l Q - p( C LIMITS OF LAND Q.Q 'DOTTED LINE Ly Co �p li DISTURBANCE - P > ; EXISTING BUILDING AREA TO REMAIN 2 569.88 SF Q z �. DOTTED LINE BUILDING AREA 2 708.2 SF N S4 2Q E ;p EXISTING WALL/FENCE ALONG PROPERTY LINE _._.._.._.._.._.._.._.._ V.._.._..-- -.._OTTE .-._._ _.._ �..� .._.._.._. i° _8. .1�6 _._.._. 345.891.._.._.. _.._.._.._..-..�:. 27' ac H QJ� t� PROPOSED NEW D E \ 69. BULKHEAD TO EDGE O ASS PROPOSED TOTAL BUILDING AREA 5,277.90 SF 9 D OP- 5 .ORNi DRYWELL PROP,TRENCH DRAIN- 9 1' 'l RlI PROP.TRENCH GRAIN- ' J +\ p CONNECT TO DRYWELL (MIN f0 FEEfROMP_ LINE) CONNECT TO DRYWELL 0 ('-) Q , PROPOSED NEW 10 FOOT WIDE I�pp .N COp1M1fECTL LEA12ER5 6RZ'WELL_�_ p - PROP. STORM RYWELL y N N (V W F = _ EXISTING ASPHALT DRIVEWAY TO BE RE-PAVED 1,200:GO SF i 2 ASPHALT PAVED DRIVEWAY ;> - _ _ _ _ (MIN- ]b FEET FROM PROP. E) EXISTING „:,i. D.W. CONNECT LEAD RS TO DRYW 4 (� j`� \" (D.W. ' - - -- - ; :W. �"'� �#4 BULKHEAD i PROPOSED NEW CIRCULAR ASPHALT DRIVEWAY 2,000.00 SF , 10 PROPOSED NEW ASPHALT PAVED PARKING AREA 500.40 SF \. - -11 :+ \ o'- \ �� M PR(- ED TWO PROPOSED HAY BALE "p l .hI W w j TOTAL PROPOSED ASPHALT PAVED AREA 3 700.00 SF it \ \ M SILT FENCING ',' LL p h Q , \i. FR0P0SEpp ONE STORY GARAGE Rt-PAVE EXIST'6 STOR DDITIO OPOSED �_'•' N li O= I D.W ASPHALT FXPANSIbN ADDITION \\ DRIVEWAY AREA + \ 62.0' + I 1. .•- TOTAL PROPOSED IMPERVIOUS SURFACE AREA 8,977.90 SF - =' \ 20.8 8.0 - W Q 1\ PROP. STORM DRYWELL I; / 27.5' \ i., (MIN. 10 FEET FROM PROP. LINE) PROP.TRENCH DRAIN- / OPRbP ED TWO STORY \^� PROPOSED IMPERVIOUS SURFACE/TIDAL - - CONNECT DRYWELL / - / ;I \� ;rn / (y) / \. m WET WETLAND ADJACENT AREA 19.95 % �C " C+e - ______----_________ m-11/// / j bPEN RICH ADDITION . Z b Co GARAGE \ II'. %Z PLUA�'SEF CERTIFICAna�� NIBiNG \ '°q ' ""' 9 G LU .. - 1.--, 0 M 10 EXISTI � RP55 P ` . qRF� ON LEAD CQNTEPJ`T E�EEQ,�!E UMBING WASTE - 11.3 O w ` BE t`1G DE N i j GARAGE FLOOR �_ ELEV. ALL PL EED -- - o / 16.2' O� E�S� 7` o E° \\\ wooD T QF 3 LINES N \ �REMOVE EXISTING CIRCULAR 5 In CERTIFIC#",TEOFQCCUPANtCY &WATER PROPOSED HAY BALE DRIVEWAY PAVING �s Q \ �'� opo5�° ,�NE C TESTING BEFORE COVERING 1, A SILT FENCING .t)\ '�S�.D nv _ __ MATER Y' yy m SOLD. � x \ 0 - - o w i ----------------- - �;\ SUPPLYSYSTEI' -- -------- - - 6 //��tt q1� y- VA�14 Q I ' � I . p .. `` , , E EXCEED 2'If0 �` ; -- pR ---------- - ----------- 6, c� o \� �` '9t M DRAINAGE CALCULATIONS: ma; 4.0•' 1 p P°� �'. EXIST'tb IRCULAR DRIVEWAY TO BE 1� ( 4 9 57.0 + PROPOSE E 70 UTILIZET FOR PROPOSED"TEMPORARY i ( 1 ----- ----_-1----: -- ------ �: -__-__ - _====- _ - - EXI TIN - I PROPOSED TOTAL BUILDING AREA 5,277.90 SF '� coNSrRI� TION ENTRANCE" 101 _ g 1 ------ - ---'- --oma i�s.o, °�TW S�'�RY O 4. I PROPOSED TOTAL PAVED AREA 4,700.00 S _ W�- � - - - • :'. 4 \\� F � PROPOSED LOCATION OF� --;; �� , 'er. O � •�, 6 -. ;�� 6 I 1 I NEW SEPTIC SYSTEM% 0= �`' 7 0 DWEL IN o ;'' 7 % 7 TOTAL PROPOSED IMPERVIOUS SURFACE AREA 9,97 x'.90 SF ; �o a 11 00 m EXISTIN SEPTIC 1 � 16? _ Cn o I F.F/ELEV. 13 0 SYSTEM BE REMOVED PROPOSED IMPERVIOUS SURFACE/LOT AREA �.:.07 /o ; ---- - ;_ ). PROPOSED HAY BALE --- 1 p05ED IN 7:1__1 > pR0 EXISTING ;\ SILT FENCING ENTER OF --------------- SCIRCULAR ROPOSED O E STORY ` 1 - N 38• ' 62.6 6..'LKHEAD 5 \ \ DRIVEWAY TO BE UTILIZED FOR 14.5 l` 1 PROPOSED HA BAIL DESIGN STORM WATER FOR 2 INCH RAINFALL 1,595.46 CF PROPOSED"TOP SOIL STOCK PILE , OPE PORCH DDITION`` f 12.0 1 -•-AREA" APPROX. 1,500 5F PROPOSED = SIL FEN f�1N I \ PROP.TR�NC DRAIN- 8 PROVIDE 40 CUMULATIVE FEET OF DEPTH OF 8 FOOT DIA�tAETER --.------ ---- , D (� .I - _. -------- O� p ADDITIONS 5 \ \NNECT TO YWELLT ,\ ```',` 6 :�- 3 \ , QP / �._ / LIMITS OF LAND DRYWELLS TO PROVIDE A TOTAL YIELD OF 1,689.6 CF OF :".APACITY. % W R PROP.TRE CH DRAIN- ` `" P io------- -- DISTURBANCE - DISTRIBUTE DRYWELLS AT VARIOUS SITE LOCATIONS AS FOLLOWS: PROP. STORM DRYWELL 123.°° CONNECT OD�'iLL 6 ?b DOTTED LINE \ O \ (MIN. 10 FEET FROM PROP. LINE) NG i .W. \ 10 \ EXISTI - _----- % r D.W.', �#5 -a ' \ DRYWELL #1 (1,000 SF OF SURFACE AREA) 8 FT DIA. X 4 FT DEEP ?3, - " - 9" 6" /DVI. 9' - $ - PROP. STORM DRY ELL \ 1 \ f A �, I vJ DRYWELL #2 (1 580 SF OF SURFACE AREA) 8 FT DIA. : 6 FT. DEEP I ' � 8 - ', 7 (M .STORM DRYWELL CONNECT L ELL o� (MIN. 10 FEET FRO tit J 6) --- ---L- (MI SOfEET FROM BUILDING)_ .- ' LEADER 30 v \' E DRYWELL #3 (1,580 SF OF SURFACE AREA) 8 FT DIA. :�,.6 FT DEEP 9 co NECTLEAD�RST4DRYWELL ' DRYWELL �#'4 (1,580 SF OF SURFACE AREA) 8 FT DIA. X 6 FT DEEP �► TER / Lo z rn `''6 ' EXISTING m` 1,\� _v ER / %PROPOSED HAY BA E BULKHEAD O' I \N O DRYWELL #5 (1,000 SF OF SURFACE AREA) 8 FT DIA. r''. 4 FT DEEP LT F `n A SI ENCINB f PROPOSED NEW 10 FOOT WIDE 7__ DRYWELL #6 1 580 SF OF SURFACE AREA 8 FT DIA. X 6 FT DEEP PROP.TRE CH DRAIN- 4 \• M CRUSHED STONE DRIVEWAY TEST HOLE O w A; ( ) PRO�OSED t�EW 10 FC T WIDE �s 3 (S W �"� CONNECT TO DRYWELL _y/ DRYWELL #7 (1,000 SF OF SURFACE AREA) 8 FT DIA. X 4 FT DEEP LIMIT OF LAND; - ---- LOCATION I �, \ W DISTU LI - ASPHALT PA ED DRIVEWAY > to! r L V 1: DOTTE LINE $,' A \ 1,21.0' + V?.' 3; \N- W >- _6 i oZS DRYWELL #8 (1,000 SF OF SURFACE AREA) 8 FT DIA. .. 4 FT DEEP ; - _ \7\,BULKHEAD{ \ } L.._.. .._.._.._.._._.._.._.._.._.._.. .._.._.._.._.._.. ...... .._.. ._.._.._.._.._.._.._.._.._.._.._..___.._.._.._.._.._.._.._.. _.._.._.._ _.._.._..-.._.._.._.._ __.._.._` 1.._.._.._.. _ _.._.._._._ _. _.._.._ _._.._.._.._..__.._.._ ',.EDGE OF_�GRIA _.._ _.._.._.. \ ■ GRADE(PAVING OR Q2,:55 MEA) 2'-0"DIA.SOLID(OR GRATED)STEEL MAN- .. � .: 7 .F' .Q- .i.._.._� ._. Lu PITCH TOWMDS DRAINAGE INLET HOLE COVER A COLLAR(SEE SITE PLAN) I I PROPOSED NEW 10 FOOT WIDE 4 y 9 0 S4 22 ZO W CRUSHED STONE DRIVEWAY �y �s yy 1 O E O s �� �,� 345:32 (u �� � , g ® �W Z Z La'ro Iz^�� REINFORCED CONCRETE PIPE(RCP) WELL tb OSED HAY BALE&SILT FENCING (9ra�7� �(fl7� $ j > Q - SEE SITE PLAN FOR SIZE/DIAMETER �+' �s �i EXISTING O Z >' ADJACENT PROPERTY s z O V p , mid SCTMA 1000-70-13-20.8 �o - ROCKS I PRE-CAST eoNcTeere FLAT ,T, (U' M "TRAFFIC TOP"COVER p ' O d M _1 F NI 40 OWNER - DAVID HENCHY o1;�- ,oma AO�' 1 a PRE-CAST 1 g / DRAINAGEIRINGS �� WATER \ p; ? m W LLO f�= DIAMETER OF PRE-CAST PE IFORATED DRAINAGE RINGS METER �;� Lu O,�V 1- Z z d (SEE SITE PLAN FOR SIZE)I MINIMVM & �V/, W H X. �P ;; V1 o N odaa i GO P PQ' o Z V4'INCH STONE COLLAR AROUND DRAINAGE RING(TYPICAL) p 4 / GROUND WATER� " � " O O scale : I " = 0 -0 W Z � TYPICAL DRYWELL DETAIL NOT OSION AND SEDIMENT CONTROL PRACTICES ACCEPTABLE TO THE TOWN OF SOUTHOL UTILIT.ING HA BAI PR P Q O OE D Y LS & O ER CONTAINMENT (� J - uj Nrs PROCEDURES SHALL BE IN PLACE AND ENFORCED DURING THE ENTIRE CONSTRUCTION PERIOD TO CONTPOL SITE EROSION AND STORM WATER DISCHARGES 0 M -� W -6 sTAKEs TEST HO LE LL W w Z z Rir,'sa�s18, o TEST HOLE GRADE ELEV. 7.4 BY r 37. G:1NrDTj' �TKAL WAY N, FLOW_ � MAX C TO C O� � � .J H DXI.I.SS,0A 3'fi32 Q � i ��'.zRz �Ir�znnv� r ! =Co GRADE jo GRADE FILLLOAMY to H 1�fIF(i sItACLLU 3.5' L� Its I. sslrar, SLOPE \i BOG O V) - C0 n a �" VERTICAL FACE �O� i ..,I'L M 4"MIN 4.5 W . DC a' LOAMY 6" MIS!. SET SAND BEDDING DETAIL PERSPECTIVE VIEW ---' � IN GRADE -� - 7.0' GROUND w 'i D A q INVERT VAKIFS vY ; WATER A - - MICA, SAND __ _ _ __ _ �\ L• , e" I = - ANGLE FIRST STAKE /. J TOWARD PREVIOUSLY & CLAY ,q - - LAID BALE 36" MIN. 2 X 2 9.D' 11 ,� a ) FENCE POST 1 FLOW SAND WOVEN WIRE FENCE Z GRAVEL (6X6 - 10 10 ) 13.0' F E B / WWF L Z ZO14 - b e , v �, ► FILTER CLOTH 1E } 71 - ;. _-'(:__-' I C:= =1 1 EMBED FILTER - � LIMITS OF LAND DISTURBANCE _ I..... � �_____: ------- ----- I BOUND HAY BALES CLOTH MIN. 6" Z TOTAL AREA 31,500 SF --- x PLACED ON CONTOUR INTO GROUND ~ i w_. i --:,yam--c��� z v nizrx - (SEE SITE PLAN - DOTTED LINE) 4" I- - 2 RE-BARS: STEEL PICKETS OR 2" X2" STAKES 1.5' TO 2' IN NOTE: MAXIMUM DRAINAGE AREA GROUND. DRIVE STAKES FLUSH 1/2 ACRE / 100 LINEAR FEET �rvlr WITH TOP OF HAY BALES .1. sT.-&v+'iDARD. ,GPE.T.sI%UNI.$SSOTTIFTN75F5PEC`IT,IFT7 - LIMITS OF PROPOSED HAY BAIL & r�Trc acc�t' Irru rc�si�zrrc:Iaizz u. o11z c,.0 Irl - ANCHORING DETAIL SECTION DETAIL 3- �I fit DR-JN MtIS'TBE III>_.now.-�itsam.)<rbmwz f:mwi't: SILT FENCING DESIGNATED AS: TYPICAL DTPF,-HDFG TRENCII SE-CTION STRAW BALE DIKE DETAILS N. T. S. SILT FENCE DETAILS N. T. S. 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TWO IIIIITTIIT w STORY ENTRY FOYER AREA Z = W/ CLERESTORY WINDOWS O d. H Q Q o wwN D N °C m _ V 0 ♦ ♦ a W W DC EY I I I I I I I I I \1 I I I I I I I -F-F-I I j I I F = o �� LL O W LL in - w w o 0 HH = aI I I 1pk6odstND SIWA I I I NI I I I I I I I I I I I I I I I I I I I I I I > > t) w HEAVYTkfMMEDI 0 S wwH �n P D E R I a + R N A I C 0 LL NNN W m I— I-- 1111 L ao PROPOSED ROOFED OVER -_ w O ti N OPEN PORCH W/ 36" HIGH � ®®'I I�®®® ®®®®®® � p\ p\ Q RAILINGS AROUND PORCHES _ I /� o E T ®�LI IN6 F R 130MU ®®®D®® noun®� HIM I I HIM 1 -1111 11111 - Dun ®Olin® ®®®®® GRADE Ulu 1110®® ��GRADE m _ ,. ;,. L-1 1Y.- 77 NEW MOTORIZED OVERHEAD GARAGE DOORS NORTH ELEVATI uAm" N calu E �- Z o ° o - - Lu �—_ � � a PROPOSED NEW ROOF & SECOND FLOOR Z ADDITIONS TO EXISTING RESIDENCE O w >- L W 12 NEW MASONRY . 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COVERED 4'-0" _ �y PORCH w 8'-2" _ Z Lu 4"SQ TUB COL M Q @ STEEL BEAM ABOVE DOWN TO 5 LID CONCRETE \ NEW W 14 38 FLUSH V O FOUND ATI N BE R NG BELOW STEEL BEA BOVE 4"SQ TUBE COLUMN @ STEEL BEAM ABOVE DOWN LIGHT 108" X 96" MOTORIZED LIGHT 108" X 96" MOTORIZED LIGHT 108" X 96" OTORIZED LIG 36" WIDE FRENCH O SOLID CONCRETE FOUNDATION BEARING BELOW O _ — — — — — — — — — — — — — — — — — — — — — — _ — _ _ _ — — — — — — P LIGHT GLASS DOOR W/ 16" OUTDOOR CL AN-UP UTDOOR 4Z" X 4O° PROVIDE 36" HIGH RAILING AROUND O.N. GARAGE DOOR O.H. GARAGE DOOR 0.H. GARA E DOOR WIDE SIDELIGHT AREA W/WA ER SPIGOTCZITAOWERAREA AWNING STEE BEAM A38 BOVE SH DECK AREAS(TYPICAL,U.O.N.) Z (2)2 X 14 LVL HEADER I (2)2 X 14 LVL HEADER (2)2 X 14 YL HEADER a. (b (2)2 X 12 HDR I + ( �1 (2)2 X 12 HDR _1 7071� wP (2)2 X 12 LVL HEADER COL. �O �OCAT SOOKSd NEW 2 X 8 DECKJSTS _ I I I I @ 16" O.C{. BOVE w Lu fICAL)l 4&" WIDE 6 SWPI�rDESK AREAUP _ _ BURNER RANGE RANGE LIGHT - NEW 14"DEEP GPI JSTS @ 12" O.C. ABOVE(TYPICAL) CL w zW N> N> II z o o w�co< <<0 0 NEW 14"DEEP 6PI JSTS @ 12" AB I I = H j O X ci a v W 1 1) SINK DW S' < ' (L W N o O I i 1 32" CFD ^ o x U 0 � x W W v I I I PROVIDE MINIMUM HOUR I I N N W Q x� x- O I I SELF-CLOSING WRE TED DOOR & DOOR PROPOSED I I ! � � < N — ^' — — — — — — — — — — — — — — 3 '0 — —I FRAME-BE-TWEE�) GA GE & HOUSE I '1 MUDROOM C� v H H � -- X Z Lu Z v Z v 0 I I I y,-0„x 15,-2„ yV I ----------+ OV`,P m ..I�' W Q » tn 0 Lu Lu tn ,ItI I I W 1 �� 4"SQ TUBE COLUMN @ STEEL 1 O EXPAND EXISTING GARAGE I I BEAM ABOVE DOWN TO SOLID w I � m Z co N 32'-9" x 24'-6" PROP. z 1 M M I I i 0 _ _ .-� .-i .•-� I I � I�I w CONCRETE FOUNDATION 42" IDE I I � � Q CLOSET > BEARING BELOW = li COL O O1 00 0 Q X 11 3 -T'x'.5'-10" I I 1 m RE IG. I w < N .-I 04 N N W _ NEW 2 X 14 LVL RIDGE ABOVE W I I I< I 'i> X Z m LIGHT LIGHT ` - - -" LIGHT — — — I mw Z I X< O .+ L U1 J r LIGHT , I w PROPOSED NEW 3 o o w V '� LU 1 1 / r 11 1�(2) 30„ O 1 1 I 3m KITCHEN AREA W W I Z,0 o �O ti Q PROVIDE MINIMUM 1 HOUR FIRE RATED SEPARATION I I= DOORS �, 1 wF 27 -8 x 19'-2" I m m _ O� O\ BETWEEN GARAGE & HOUSE W/ MINIMUM OF 5/8" THICK w 1 I I z�n I Q > - FIRE RATED GYPSUM BOARD ON WALLS & CEILING OF °� / ,J _– _� _ = 1, N o 0i is) GARAGE AND MINIMUM OF 1/2" THICK FIRE RATED m PROVIDE EXHAUST O O I � x I m= X o - N Xw GYPSUM BOARD ON DWELLING SIDE OF DEMISING WALLS x p FAN W/ DUCT TO I O O N v w I !\�, D LA DRY® Q I I v I X Lu N> 1v> F- /EXTERIOR _ DEC RATIVE COLUMNS WIDE ARCHED OPENING z , °; 'um .�'m I TOILET 00 O TUB 'ItN M I w �u ¢ I I / � \ _- I , w WASHER I i I ,I O%w = O O 3 I I/ / PROPOSED( z LAUNDRY I / i LINES OF EXISTING WALLS CHUTE ABOVE m TO BE REMOVED(DOTTED) �0 X X GC i -BATHROOM LIGHT - - - - - -_- �18 - - - - - WP - - - - - - - -_ - - - - _ - {( - ," CONSTRUCT CRICKET ROOF OF ` - - - -�- - T - - - -ui w'� I I 2 X 12 R.R. @16"O.C. ABOVE (� /NEW W76 FLUSH STEEL BEAM ABOVE ��- _ i W �_/ 411 zv 321_911 /v I 6" .7'-0" 4" 5'-7" ` NEW 14" DEEP GPI J5T5 @ 12"O.C. ABOVE ICAL) / 4"SQ TUBE COLUMN @ STEEL i DRYER \ \ y < Q I / O BEAM ABOVE DOWN TO SOLID SINK PROP. w 0 PROP. WOOD a CONCRETE FOUNDATION I LAUNDRY M 4"SQ TUBE COLUMN @ STEEL BEAM I = Z pp w I W = W °F 4" SQ TUBE COLUMN STEEL BEAM ABOVE DOWN TO SOLID CONCRETE f I DECK F- / — Z I I BEARING BELOW �„Y48" rJ _8" x 8' c� ABOVE DOWN TO SOLID CONCRETE I I � I FOUNDATION BEARING BELOW , , 11 w SHOD%ER— LI HT® DRYER FOUNDATION BEARING BELOW 1 I j 7 -T X44 -0 J D WW I I"I _.. � � w COL. .' 5T W E4M ABOVE SH w I I v X Z N - - — 0 3 Z w FLOOR;' wP OUET CEIL'6 FAN I V I Q 40 Z &LIGHT J � O�<L I I I I � j O RECESSED HI-HAT 9 PROVIDE 36" HIGH RAILING AROUND I O EXTER. LIGHTING , w NEW 2 X 8 DECK JSTS _ I I I I m DECK AREAS(TYPICAL,U.O.N.) I I I,. m > I e 16" O.C. ABOVE m PROPOSED OPEN , so , ui m -3 Z ° FRONT PORCH I ` I COL,STEEL BEAM - -1 C) ^ N > 11'-10" X 18'-9" , CM ABOVE DOWN TO SOE COLUMNLID CONCRETE u=i < W T PROPOSED w � COL. 1 _ CONSTRUCT WOOD STAIRS W/ FOUNDATION BEARING BELOW LL FAMILY ROOM 1 I m Lu � _ O I RAILING UP TO SECOND FLOOR LEVEL w < Z NEW2X10R.R.d2110 LU H �•� > I-X � _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -j o , " , " F = O O .1 C.J. @16"O.C. ABOVE _ _ - rn 27'-B" x 23'-11" _ O Q ¢ I N \ \ NI UP 11 - _ = I , I , x I J j 'j w LL \ \ I I I y LL> I i I 3 �� o x N a. '0 N _ Q \ \ W 1 i Pp1J a °,.°, I I I z LINES OF EXISTING WALLS I" I X N O6 \ 6� Q j � < I I TO BE REMOVED(DOTTED) I v w O O ��J OWI w i i 1 I' 3 I - - - - - - - - - - - - - - - - - - - - - - - - - I COL. < - ozj uj e- C1 Z Z °Cm wp I = l II Lou39:ui 1 1 �I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 - i N Q I \ I > I I I� Z N I I r \ I i 2 1 NEW 2 X 8 DECK JSTS a _ Z �■■ N O 1..1 — NEW 14"DEEP 6PI JSTS @ 12" O.C. ABOVE(TYPICAL) @ 16 O.C. ABOVE o 1--I � + � � N o I � I I � I I 11 - 1 1 � —s' I 1A z I �" M Z _ 3 _ w / LINE IOF EXISTING FLOOR C aC 0 W W �I.I.I d LU o w N N I I - I+I WAL TO BE I wP OUTLET O tt� w z'� / 3 I v I I I REMOV Q BE I o f Z pp o �' W Z 1n I I I I I w < z H oK I �,,, / x I PROPOSED GRAND FOYER I V w >" L CC / :oma 21'-3" x 18'-11" ` _ aN _j - + Z �- p I I 11 I I I I � I �.� > ■ W � O O. ~Z / / / N 00 1 1 I'1 1 1 / ` J CEIL'G FAN N I _j = I ;0 O LC) - + ( I I &LIGHT er= 0 1 O _ O / RECESSED HI- 9j " XZ N ;o � W Z �0 %0 ^ I j / SCJ I I SCJ I HAT IIGHTIN6 1 �ac � w _I M COL. I \ 4"SQ TUBE IC9LUMN @ STEEL BEAM 1 M LL. o Q d N I x ABOVE DOWN TO SOLID CONCRETE cu wP TRIPLE 14" DEEP BPI JSTS 1 I I I FOUNDATION(BEARING BELOW NEW W 14 X 61 FLUSH STEEL BEAM ABOVE I' V M BOX-BEAM FRAME OUT COL. (2)2 X 12 LVL HEADER COL. Q ^' FOR CAT-WALK ABOVE I ti - - I - I -- - - - - - - - - - - - - - - - - - - - - - - - - - - �1 " ur — - - - - - - - - - - - _ - Q� W ~ - - -.- - - - -.- - - - W I O NEW 14 X 61 FLU STEEL BEAM BOVE I I 96 X 84 SLIDING 4"SQ TUBE COLUIM STEEL BEAM I %0 II r I I FRENCH GLASS DOORS ABOVE DOWN TO SOLID CONCRETE cf) CD LL \ \ c PROP, W. I. (2) 30 FR NCH I(2) 3 " FRENCH FOUNDATION BEARING BELOW DOORS C ALIGN NEW WALL W/ � SET I IDOVRS EXIST'6 FOUNDATION WALL 1 CD w N> \ \ I \ JI 1 BELOW A NEW WALL ABOVE m w \ I ` _ _ NEW 14"DEEP GPI JSTS @ 12"O.C. ABOVE(TYPICAL) wo oi Z x� X a«i \ — — _ -- — I - - - - - - - - - - - - - - - - - - - - - - I I cD�p Y I• Y , I .. z Z O N CONSTRUCT CRICKET \ O N On v ^� o O ROOF OF 2 X 10 R.R. \ - - - - - - - - - - - - - - - - t i- - - - - - - - - - - +1 S' H� I I ? x,0 @16"O.C. ABOVE w ` DOOR SET 1 I NEW 14"DEEP I JSTS @ 12"O.C. ABOVE(TYPICAL) = 1 I O Lu w r F" 1 Q r w LINEN I I O N C7 I, I v Q O DC zv Noll \ CLS LINES OF EXISTING WALLS ��- - - - - - - _ _ _ - - - - - - 4 - - - - T _ 1 1 > > � W � BE REMOVED(DOTTED) I I I I II � X y II II - f 1 m m I 0 } �--- y J w - - - - - - - - - - — SI \Fciy II �i /W� C / ` I' I w w . I Z o w _ _ _ M w -s O — — — — — — — — ® o > I it �/ a \� II II ,/ �` II 1, w w < - - - ,J 0- O O I I l w w I Lu %0 O O W O DC 0° I = roar II- I- 1- � o I I I Z U) ac I CEIL'GFAN BATH < O II- - - - - - - - - - - i j I I O I a - - - LL w Z IL &LIGHT _ - - - - - - - - - - - - O x x z .-1 .-1 .-1 + 7'-0" x 13'-0" m I I PROPOSED OUTDOOR I' I ; I N N N Q pp O N> P OPOSED I PROPOSED FAMILY 1 I' l a w < �H-I w CEIL'6 FAN CEIL'6 FAN X WOOD DECK o ( J F- :o b I �m MASTE BEDROOM #1 Iw- &LIGHT PLAY/GAME ROOM 1 1 A LIGHT 1 "' `° I I w ac 1_ " ,_ " I '� ,_ " " Z _ 0 u7 28 10 x 20 -4 x x ., o ci ti 14 -0" x 18'-0" m a CROSS SECTION "A-A" I I Y 20 0 x 20 3 3 � i cn CO o0 - w o0 PROVIDE EXHAUST � I 3 w VI c<c V-1 r1 x _ FAN W/DUCT TO ej X'O EXTERIOR TOILET LL NEW 14" DEEP GPIs 1JST5 @ 12"O0 -0 .C. ABOVE(TYPICAL) 1 1 z w H 1 1 3 3 . I Ln IH-X� N W3U a I I > �� I Z Lu 'L I = � OO LU N BE A EA 252 SF i I I Q ,'O., cv)v zv RE 'D LIGHTNENT 20.2 SF/10.1 SF + RELOCATE EXISTING STAIRS PROD LIGI�T/VENT 44.8 SF/22.4 SF l 3 I I DOWN TO LOWER LEVEL 1 1 X o �— O ° w I I N X V {� RECESSED HI-HAT (� - I > O 84" X 42" I - 1 1 7YY Y Y I SHOWER ' z v W EXTER. LIGHTING I I d 1LI (2)2X1 HEADER I _ _ _ _ _ _ _ _ _ II �� I _ _ _ _ - - - - - - - - - - - -1 I DOWN NEW 14`DEEP BPI JSTS @ 12"O.C. ABOVE(TYPICAL) 1 NEW 2 X 8 DECK JSTS O.C. ABOVE - imp + �" L — �2 2' 5$' — _ _ _ _ _ _ _ _ 36" X24" - 11 1 16 Yt�p in H — CSM'T WINDOWS AWNING _ /1�,r J `, ✓,'A� _I X (2)2 X 12 HEADER I I 12 HEADER _�� NEW W 14 X 38 FLUSH STEEL BEAM ABOVE - COL. - COL. �0 - _ _ _ - - - - - - - - . . - 4" SQ TUBELID COLUMN F� EEL BEN BEARING BELOW Ar CSM'T 811 NEW W 14 X 90 STEEL BEAM ABOVE SH CSM'T 8' • . PROVIDE 36"HIGH RAILING AROUND DECK AREAS(TYPICAL,AL,V.O.N.) 4 SQ TUBE COLUMN @ STEEL BEAM ABOVE DOWN ^� 12'-8" 3'-0" 7'-l" + EXISTING 38'-3" + EXISTING TO SOLID CONCRETE FOUNDATION BEARING BELOW \ 81-011 4'-011 c � 15'-8" 14'-6" PROPOSED ADDITION 45'-4" + EXISTING 12'-0" PROP. COVERED PORCH 87'-6" + PROPOSED OVERALL BUILDING DEPTH /4" _ V � 011 L FIR' S"' FLOOR sc 1 LIVING AREA 2828 sq ft 0 1 2 3 4 5 6 7 8 9 10 15 NOTE: DO NOT SCALE DRAWINGS AND FIELD VERIFY ALL DIMENSIONS BEFORE OREDER MATERIALS. PROVIDE: ELECTRIC PERATED WINDOW SHADES, CENTRAL SOUND SYSTEM, ALARM SYSTEM & SECURITY CAMERA SURVEILLANCE SYSTEM PAGE # ROOF CONSTRUCTION SHALL BE OF ARCHITECTURAL/DIMENSIONAL ASPHALT ROOF SHINGLES OVER 15# FELT PAPER AND 5/8" THICK EXTERIOR PLYWOOD SHEATHING WITH 2 X 12 ROOF RAFTERS AT 12" O.C. AND 2 X 12 GPI TRUSS JOISTS @ 12" O.C. W/ 2 X 14 LVL RIDGE - PROVIDE 2 X 8 COLLAR TIES AT 24" O.C. AT 6'-8" ABOVE ATTIC FLOOR - PROVIDE 2 X 4 STRONG BACKS @ 36 O.C. OVER A MINIMUM OF FOUR 58'-3" + PROPOSED OVERALL BUILDING DEPTH 2ND FLOOR (4) CEILING JOISTS WHERE ROOF RAFTERS ARE PERPENDICULAR TO CEILING JOISTS C� - PROVIDE VENTILATION OF ATTIC ROOF AREAS TO THE EXTERIOR AT BOTH THE 3 > EAVES AND RIDGE OR GABLE END AREAS - PROVIDE 'SIMPSON STRONG TIE' STRAPS 121-011 38'-3" + PROP. NEW SECOND FLOOR ADDITION 81-011 COVERED PORCH _ Z FROM RAFTER TO RAFTER OVER RIDGE AND FROM RAFTERS DOWN TO STUDS AT 6" 111-611 6" 191-111, 6" 16'-10" 6" 71-611 6" 4'-p" DL O EXTERIOR WALL FRAMING (SEE DETAILS) - PROVIDE ICE SHIELD BARRIER PROTECTION ALONG EAVES FOR A MINIMUM OF 24" FROM EAVE TOWARDS RIDGE O _ (SEE GENERAL NOTES) - - - - - —WX--24L - - - - - - - 36" X24"- - - - - - - 36" X24" - - - - - - - � �\ AWNING AWNING AWNING - - — /I Ill- � - - - -- - - - (2)2 X 12HDR (2)2 X 12HDR - - - (2)2 X 12HDR (2)2 X 12 LVL HEADER COL. I V 140 NO \T — — — — — — — — — — -- — — — — — — — — — — — — — — — — — -' wP W W N I \ PROPOSED WALK-IN CLOSET & I NEW 2 x 12 I TRUSS s S 12"O.C. O / W �/ 12 ' \ DRESSING AREA I ABOVE (TYPICAL) / I � PROVIDE ALUMINUM GUTTERS & LEADERS Nlz \ \ 19'-1011 x 10'-o" / / Q I H H („) 51/4 @ CONTINUOUSLY VENTED BOX SOFFITSCLujw WITH DECORATIVE TRIM & MOLDINGS ,x13 N ' \ \ ° Lu X / / MI Q I DIGHT \ LIGHT LIGHT I N _ -�' I O M-'/ I AO In N I A LIGHT v x O W Lu I ABOVE ICAL) N In In W 0 2, i \ PROPOSED w w d/� '0'� a _ �_ __ G - - - - - - - - - I MASTER BEDROOM #2 / I aa H 7 SF "ICE SHIELD" o \ REQ DBEDROLIHTNENT 32.6 SF/6M AREA .3 SF / / o COL. 0 0 0 DOOR POCKET PROV'D LIGHTNENT 96.7 SF/50.0 SF/ = X Z I N N N W In I T2" 42"WATERFA \ - E&STEAM SHOWS _ _ JuouuouuMou N N BATH TUB - - - / x %O S I LL Cn Co J 1 PROPOSED MASTER BATHROOM \ \ �� / / v �o o I LL Lu 13'-10" x 7'-11" CE LING CONSTRUCTION SHALL CONSIST OF 2 X 12 ® v Z N L O LIGHT, ' / RECESSED HI-HAT GPI TRUSS JOISTS AT 12" O.C. W/ 9" THICK BATT x H X I N S\ / ExrER. LIGHTING o 0 TYPE INSULATION (R-30) AND 3/4" PLYWOOD �1z N LAVATORY LAVATORY \ dIL'G FAN x O% ,' M q O i \ /A LIGHT I N DE KING THROUGHOUT ATTIC AREA I FC { co, LINEN \ / X o 1 g IGHT LIHT CLOSET LIGHT SD e O W PRO, E EXHAUST I 9 TOILET BIDET LL I l \ / = 1 I p fA /DUCT TO `� \ / 5! I �O ®�, H > EXY OR 9 I I I H O0 n' I a TOILETF I< 'LI HT LINEN \ I / COL: Q Q I V OSET o MASTER SUITE / x x O 3 VESTIBULE 1$ N 1 1 o PROPOSED BEDROOM ' 3 �- NIZ LAVATORY LAUNDRY BATH TUB I I / „ N � CHUTE IN 5 9 x 11 li CROSS SECTION BB=6 � V �' N N X x CABINET I O / I I<EG> °- p H O ;old N I PROPOSED 11 / + Q �-- I LIGHT BATHROOM LIGHT I 1 10 �--1 �� I I wP M 13 -10 x 5 -8 o PROVIDE SIMPSON STRONG TIE 'O p � p � � � '\ ' .� pooR �I STRAPS FROM STUD TO & AROUND MUD �.., o - _ _ _ - - - - - - ;o - - - _ - SILL OVER BOX FRAMING AT EXTERIOR a 3 I - - ; - -- - - - - -(i)30'� oloRs - - , WALL FRAMING (SEE DETAILS) X w \ N I H E > amu' > O I \ � � NEW 2 X 12 BPI TRU55 JSTS C 12"O.C. � I ABOVE (TYPICAL) o Q H Vt � L1 T I BEDROOM #3 U) I m 16'- 11'- x O H a- -j m LIGHT \ I I LIGHT CMD I BEDROOM AREA 9 x 9 197 SF // N M I Q I I I REQ'D LIGHTNENT 15.8 SF/7.9 SF ••� COL �— - 3 O ¢ J CONSTRUCT WOOD STAIRS SD PROWD LIGHT ENT 4.3 SF/12.1 5F / PROPOSED W N �- W/RAILING DOWN TO \ DOWN I I / I COVERED DECK o I > �O N W FIRST FLOOR LEVEL '_ '_ < O qLO LAJ \ / 7 T x64 10 Wa > I X S � W WZ Q p0ICEIL'G FANLL > v W t tp cj V A LIGHT / xL0 CL R CONSTRUCTION SHALL BE OF 3/4" THICKw.-O Z Z o a 1s° /OOD DECKING GLUED & FASTENED TO 2 X 12 Co � H O H O ~I o J 1 \ , ..' __ I —{ — — — — - -COL. �-- . . cn O Z FLOOR JOISTS @ 16" O.C. W/ 9" THICK BATT TYPE J W .� c = Z x s H I \ > I $0" TRIPLE JOIST BELOW PARTITION ABOVE(TYPICAL IN DILATION (R-30) W/ MINIMUM OF TWO ROWS -j F- Q °� 3 ix - _ - - - - - -O I ,- , DOOR I I z LV N o Q X GC - - - - - - - - - - - - I / z 0 -! OF CROSS BRACING AND PERIMETER RIM JOIST S Z w Z u_ z N N �Z � LIGHT O ; . / � � • - - - I I I � � M @ a F.� N Y x a m I / -- / �---- _ _ p , LIGHTuj Z O KS O F- O N CHANDELIER LIGHT W/ Q v ac I I ~ W � / - ELECICE . MECH. HOIST Z I% CLOSET / CLOSET I W Z r i iy d rr O Q W X �o=I v Z 1 3 I 8'-5" x 2'-1'� 8'-0..x 2. l.. ) wd = - W t3 3 M W I g I + �" ` O O PROVIDE 5/8GYPSUM BOARD INTERIOR H -� a H W ,.H I o o , o s - - - - - _ - - I _ Lu> z a FINISH, H V) Q O - M m I Co w / - --- I J I I o� � TYPICAL THRU-OUT (PROVIDE v to o- - °C � "=I � • / Q Co • - -�, � `O W Q � � O WATER RESISTANT TYPE BOARD AT Z F- w H / HALLWAY o 3O / N Lo O 4) -� oc H .., o I Z I W I DOOR BEDROOM #4 I I °' + BATHROOM AND SIMILAR TYPE AREAS F- w w `O / 10 -T x 29 -11 ti I / v 3i: Q =w z 0 u_ Lu Lu a , / 11 d II Y - - - - - x11-9 - - - - - - -� I I A/ Qn Q _ Ora w / ~ / REQ'DBE OM AREA 197 SF LI6HTNENT 15.8 SF/7.9 SF I m LL C�U H M V O PROV'D LIG TNENT 24.3 SF/12.1 5F Z �� •� �- I / NEW 2 X 12 BPI TRUSS 75T5 k1 12"O C EXISTINGS DY/DEN ® J k o Q I , � I I - ABOVE (TYPICAL) COL. IL M O Q Q 3 / ; CONSTRUCT WOOD ST(IRS W/ / }� I UJ V Co I RAILING UP TO ATTIC FLOOR LEVEL LIGHT < G> W W 3 Y Q Z LIGHT LIGHT / _ — / O I I (n Cfl W V Z I / I TR PLE JOI T ROU D TAIR H CO _ wa / U I OP NI G A OV IC L) o I I X v N O = _ I / CEIL'G FAN N x IZLL w I I W Wu LL - - - -- - - wP / d LIGHT x %o 12 < I I _ _ N I ® O io z / TRIPLE JOIST BELOW PARTITION ABOVE(TYPICAL) v ' W LL U) m m I ', CLOSET CLOSET LINEN' I - - - X I 1 I 1 w 6'-0" x 2'-0" 5'-10" x 2'-0" CLOSET N 6i.1 Z Q I RECESSED HI-HAT I Q O aC 3 �--;1 I I EXTER. LIHTING � J W „ I „ O V_J - 30 CMD O DOOR 1 1 1 1 DOOR I I �. Q NEW 2 X 12 6P�RU55_j S 12"O C NEW 2 X 12 BPI TRUSS T T 12"O EXISTING FLOOR CONSTRUCTION W/ NEW I ABOVE (TYPICAL) / 1 I ABOVE (TYPICAL) � z �n 9 THICK BATT TYPE INSULATION (R-30) - I / _ _ _ COL. �— � Lu Z 0 S° I Lu 0 0 0 / FCI r SD DOOR I m MAINTAIN EXISTING FIRE RATED ^ ;o I - CROSS SECTION °AaA11 I Ec > I g Y O a SEPARATION BETWEEN DWELLING & GARAGE W Q CEIL'6 FAN o PROPOSED LIGHT o W Lo H I /CEIL'6 FAN SINK I I ( Z �p LLI to 0 W &LIGHT BATHROOM x z \ _ ~ / 5'-4" x 9t-3'f I x :0 2 \ Q I r CL N � X BEDROOM #6 PROVIDE EXHAUST BEDROOM #5 en� N x - = O W / FAN W/DUCT TO " N \ W O " 11 m O 14 -2 X12 -11 TOILET �( I 14 -5 X12 -11 �, x .-� w U) a- I / EXTERIOR !� � "p BEDROOM AREA 189 SF \ N O m O •�-� /BEDROOM AREA 184 SF I&HTNENT 14 7 SF/7.4 SF REQ'D LIGHT/VENT 15.2 SF/7.6 SF \ I W ■� Q[ Q EXIT 11NG S� / PROQV DLLIGHTNENT 24 3 SF/2 1 5F 1 PROV'D LIGHT/VENT 48.6 SF/14.3 5F \ z LL V '; GARAGE DOOR - i / / o BATH TUB 2 cO-Ox 3 wp \ (2)2 X 12HDR c 1zH► (2)2 X 12HDR -I"_ EXISTING CELLAR GARAGE - , n _ (2)2 X 12 LVL HEADER - ;� �l� E ✓. - - Q - - - - - (2)3611X5T' �EGT - - - - _ 36" X24" —(2)36 X54 - - - - - - - DBL HUNG AWNING DBL HUNG — — — — — — — — 43 P. 6" 111-611 6 141-311 4 51-411 611, 21-011 4 141-611 61%. 41-011 � EXISTING CONCRETE GARAGE FLOOR 1 121-011 38 -3" + PROP. NEW SECOND FLOOR ADDITION 8'-0" COVERED PORCH `�,•- #;-, 1�� «'�' cyp 58'-3" + PROPOSED OVERALL BUILDING DEPTH E? 2 ND FLOOR 1 AddElb oLo O — � � LIVING AREA E N BP_'%�%0 5 — _ 2247 s t COND FLOOR 'PLAN scuAftile'sm.- ® f� 4 0 1 2 3 4 5 6 7 8 9 10 15 NOTE: DO NOT SCALE DRAWINGS AND FIELD VERIFY ALL DIMENSIONS BEFORE OREDER MATERIALS. scale" 1/2�" = 1 � -011 NOTE: ALL CONSTRUCTION AT SECOND PROVIDE: ELECTRIC OPERATED WINDOW SHADES, CENTRAL SOUND SYSTEM, ALARM SYSTEM & SECURITY CAMERA SURVEILLANCE SYSTEM FLOOR IS NEW, UNLESS OTHERWISE NOTE. PAGE # 3" VENT 3" VENT ROOF= THRU ROOF THRU ROOF MASTER BATHROOM 3", 3" COMMON HALL 311 ' „ COMMON HALL 1 1/2" 2" _2' 1/211-i 2 1/2" BATHROOM 3 _I1 2"- 'I1 2`1'/r2�'� BATHROOM ---------------- 1I -------------- 1I1/2" I11/2" 21I/2" 21I/2" 12" 2� 21I/2" 11/2„ 2� 2" 21/2" Il 1/2" 3 I I I I I I I I I I I W I I I I I I I I I I I I > Z LAS LAV i I i i LAV i i LAV 46'-3” + PROP. NEW SECOND FLOOR BELOW O I I 11/2" ID OILE i SHOWER TUB OIL TUB TUB i OIL 0 SECOND 3" I Ll 2" " 3�� 1 1/2" 311 LINE OF ROOF OVERHANG BELOW LINE OF ROOF OVERHANG BELOW Z r FLOOR 1 1/2" I 211 211 2.. 2.. I 3#� 1 1/2" O 2�� 311 1 2" 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q., - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V LINE OF EXTERIOR WALL BELOW I 3 COMMON HALL LAUNDRY 3111 3�� COMMON HALL i LINE OF EXTERIOR WALL BELOW In s + - _ 2 1/2" BATHROOM ROOM 2„',_1 BATHROOM I W W N - r---__ 1 3 21/2 I ------- ix 11/2” - � 21/2" I W w w I N O 2" I 11 1/2" 12 1/2" 11 1/2" 11 1/2" 11 1/2" 12" 1 12 1/2" 11 1/2" 00 I H H I 1 I I I I z m \ / I i CL 3111 3" I I I LAUNDRY LAUNDRY 1 I I 1 z IJ' W W '^ KIT. SINK I I I I I I Q I Q I rx OC V I I SINK WASHER 1 1 3 DW 1 LAV t � W 211 i SHOWER OIL 1 1/2" 2�� 2.. TUB OIL O I w CONSTRUCT 36" + NIGH KNEE �? CONSTRUCT 36" + HIGH KNEE N W I g WALL AROUND FLOOR AREA O WALL AROUND FLOOR AREA FIRST I 21/2" LL u. 2 3 O O - 1 wwH FLOOR I 2.. cu 2" 2.. 1 1/2" w w „ �� PROVIDE 4 X 4 POST @HIP � �J' 1 n BEARING POINT BELOW W p l O It m m 2" 1 3 3 Z I Z BEAM DOWN TO CONTINUOUS N / I C.0. 2" 1 w l W 000 4.. 2 1/2_-_-`� ®\ Q 1`P�� m t Z N N N W „�R 1 4' 2' 12 1/2" 11 1/2" i ����: °O w LL EXIST'& CELLAR 3 3 i i '!` N �, O I > m o ->3' F- BATHROOM I I ' ti Q N I ! .� .}, " I O LAV z Q '°�, N `� W , 3 w l u YW \�c / YQ� 1 p 2 Q 9!J ex w W I °� SHOWER OILE H Q m o I o F.A.I. w „ + O LINE OF T-0"CLEAR HEAD =p Q z l z CELLAR 1 3 „ I u ROOM @ ATTIC LEVEL 3 � I FLOOR PLUMBING RISER DIAGRAM 2�� 1 3„ 1 1/2" 4 G z m z I O / S 5 J NTS 41' C O. C.O. Q <> > 3 t HOUSE 4„ Z j ` 2 X 12 ROOF RAFTERS a 12' O.C. J z TRAP o3Q t 4 SANITARY LINE I TO SEPTIC SYSTEM w _ 1 -1 LIGHT 2 X 12 ROOF RAFTERS C� 12" Qj = 3 - o� �, 1 z \ Z O PROVIDE 4 X 4 POST @ RIDGE BEAM DOWN TO CONTINUOUS z �, BEARING POINT BELOW I J 2 X 12 ROOF RA ERS C� 12" O.C. xfu I m CROSS SECTION "B-B" 1 hw + DC 2 X 8 COLLAR TES @ 12"O.C. Gp�/ 1 W � !G9!• @ 6'-8"ABOVE ATTIC FLOOR A O w LL !Fy (PROPOSED UN- NISHED ATTIC 0 p STORAGE AREA W/ MAXIMUM LSU a p A�c9! . 6'-8" HIGH CLE A HEAD ROOM) ,A�,� t to Nw 14 N J \ PROVIDE 4 X 4 POST E' VALLEY ti+ V I d N x -+ LIGHT BEAM DOWN TO CONTINUOUS til O O Z N(3) BEARING POINT BELO Y - / I O p ar W I W N Z a �- ` - - - - - I N O Q I °d O 3 > 2 X 14 LVL RIDGE LL 30" w _ Z2 DO I Z ui W M Uri H � s a zw It( O v u. x W xm P2OPOSED T"rIC AREA o `� I "' Z >+ O x - N PROVIDE MECHANICAL WINCH 3 a aC � PROPOSED Q � W M= FOR CHANDELIER BELOW o aU 13'-6" 21'-0" N < �' I Muj = Qo 00 x � I �wOBSERVATION 'DECK t �W 0 E O Q , LL° N o J (PROP SED FINISHED ATTIC AREA W/ N 0 8 -0 X 14 -0 I ® ; Q C! J °C �/ o MAXI UM/7'-O" HIGH CLEAR HEAD ROOM) w I u- .o x w "� J tj wp (PROPOSED "WALK- I 002 = o ' 0 v �w' a= w � LIGHT LIGHT > Z " Lo ..<< . . J w OUT BALCONY) t M V N° ,JP w >w 2 X 14 LVL RIDGE d <o= Q H i �'a tiao o<Z �� x 1 �3 i Q W F- !C + . o , 0- z ' ' 1 2X 12 ROOF RA RSCcJ121, O.C. _ Vn x^o/ '` O �I x� u+ N � ~ M O � N D W W I CONSTRUCT W STAIRS W/RAILING D I 30" Z DOWN TO EC D FLO R LEVEL DOOM I O Y O -- LL uj W I ` CONSTRUCT 2 X 4 FRAMED WALL 1?UNE OF CC ( Z 0 1 _ 2 X 12 ROOF RAFTERS C� 12" O.C. / 7'-0"CLEAR HEAD ROOM @ ATTIC LEVEL \ N W , 3 Q 0 I x Ywo I O J ¢w Q 1 3 PROVIDE 4 X 4 POST @HIP �j rj N oe R m 3 1 3 z } Q W I BEAM DOWN TO CONTINUOUS (PROPOSED UN-FINISHED ATTIC ? _$Q ° ° W °ZS W BEARING POINT BELOW O -F W I w J m t m - STORAGE AREA W/ MAXIMUM fp + -j 3 m I m Z Lo Z I /�� 6'-8" HIGH CLEAR HEAD ROOM) !�\ ;o 0 3 z L W Z Q 1 3 �� Oj �rA z 3 1 = �O---II Lu 1 ac ix oe Q31! cc I w LL I w tia Q Z�w. z 1ILL O 4+ ix PROVIDE 4 X 4 POST @ HIP O Q 1 Ocn Y _ i W �1 LL BEAM DOWN TO CONTINUOUS V 3 Q W O W I W 00 BEARING POINT BELOW W I LL Ln O = LU w I w N W I W t" O L0 / x CROSS SECTION "A-A" \ li cn O N (� O 1 � NOTE: PROVIDE W/ FULL THICK BATT TYPE INSULATION C? 2 X 4 I " FRAMED WALLS AROUND FINISHED ATTIC SPACE & STAIR ENCLOSURE / LINE OF EXTERIOR WALL BELOW LINE OF EXTERIOR WALL BELOW _ q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ LINE OF ROOF OVERHANG BELOW' LINE OF ROOF OVERHANG BELOW 121-011 46 -3" + PROP. NEW SECOND FLOOR BELOW /411 V 11 LIVING AREA <1 ATT IC FLOOR PLAN 1 e "' 0 285.6 SF 0 1 2 3 4 5 6 7 8 9 10 15 NOTE: DO NOT SCALE DRAWINGS AND FIELD VERIFY ALL DIMENSIONS BEFORE OREDER MATERIALS. NOTE: ALL CONSTRUCTION AT ATTIC PROVIDE: ELECTRIC OPERATED WINDOW SHADES, CENTRAL SOUND SYSTEM, ALARM SYSTEM & SECURITY CAMERA SURVEILLANCE SYSTEM FLOOR IS NEW, UNLESS OTHERWISE NOTE. PAGE # -40 87'-6" + PROPOSED OVERALL BUILDING DEPTH 461-611 291-011 121-011 11-6' 91-011 ill-61'e 91-011 ;'-6" 9'-0" '_3�" 8" 3'-G' _�8" 8'-11" 8'-2" 20'-10" 121-011 - 27'-4" PROPOSED ADDITION 27'-5" EXISTING 20'-10" PROP. ADDT'N 8'-0" PROP. COVERED 41-011 PORCH 3 w > Z W PROVIDE FOV14DATION TIE BARFROM NEVU O FOUNDATION TO EXISTING (SEE NOTES) O = — — — — — —VENT — — — —FOUNTD•— — — — — — — — — — r — - - - - - - - - - — - - - - - - - - - — - - - - - - - - ENT- - - - - - - - - - - — — — — — —I— _ ZF— IY _ - _ /� - - - - - - - - - - - - - - - - — - - - - - - - - - - - - Ak - - - - - - - - - - - - - - - - - (2)2X12LVLHEADE ° O Ld.. F - - - - - 1 F - 1 I r- - - - � I- - - I S I I I I JIn STEP DOWN TOP OF FOUNDATION I I I W W V) WALL AT GARAGE DOOR OPENINGS PROPOSED CRAWL SPACE �D "-' j I w I PROVIDE NEW 2" THICK POURED r-, CONCRETE SCREED COAT OVER 6 MIL W H H U NEW 2 X 10 JOISTS t� _ � — — I o VAPOR BARRIER THRU-OUT CRAWL SPACE I Zz I a� 16 O.C. ABOVE �+Q I ]w 3 6w _ W W ! I I I I I I I x �Z 0 w W I I ww o -< GARAGE ABOVE - - , d �5d U) N W Z opt I I I r 3 I I I ZIIZ I — _ I I ANEW 2 X 10 DECK JOISTS I �O� H H O a U I (PROPOSED UN-EXCAVATED) ! . w . e 16" O.C. ABOVE z > > o F� I � NEW W 10 X 12 STEEL BEAM_ NEW W_ 10 X 12 _STEEL B AM 1 I -I- -1 8 W W In _ DC DC H Q w v o I I PROVIDE NEW 5"THICK POURED CONCRETE v z Z SLAB THRU-OUT EXPANDED GARAGE AREA W M M oa W/6 X SO/10 W.W.M. REINFORCING d a--1 �-i Q ooX I I I I I I I I ° Wm N 0 0 a W D Z I I I- - I NEW 2 X 10 JOISTS C� I I I aU PROVIDE NEW 30" LONG BY 8" THICK I � J_ J Q N N N W I I I I 1 6" AB VE I I I POURED CONCRETE PIER W/ 30" SQUARE I ata-z5a 7• U-C I X 12" THICK POURED CONCRETE FOOTING o W o w m J QZV) — O PROVIDE NEW 8 THICK POURED CONCRETE -,n + =~o — I I I o> I I jlw = 1 o3z LLJ �-0 d X I I I I 1 I 1 co FOUNDATION WALL W/ 24" WIDE X 12" THICK u- N I 8 w o b Z a o I ( I I I I I x POURED CONCRETE FOOTING W/ (2) �# 5 BAR I a.�" 1 N W-8 EXIST'G GARAGE ABOVE I I I I N Ti. CONTINUOUS AROUND EXPANDED GARAGE AREA x a. (EXISTING UN-EXCAVATED) 1 I I Z ro CREATE NEW CRAWL SPACE CROSS SECTION "B-B" a3 II — — — — — — — • I I I I I I EXISTING (4) 2X10 I— _ _ - - - _ _ — _ — _ AREA W/ VENTILATION, GIRDER (FIELD VERIFY) � ° ( ACCESS & 2" THICK CONC. SLAB ( _ _ Y) i I I I I OVER 6 MIL VAPOR BARRIER I I - I _ _ _ _ _ _ _ I IL . CUT DOWN TOP OF EXISTING CONCRETE FOUNDATION WALL TO ALLOW NEW FLOOR _ - OF EXPANDED GARAGE AREA TO FLOW OVER I I I ply PROVIDE FOUNDATION TIE BARS FROM NEW J I THE TOP OF THE WALL WITHOUT BEARING NEW 2 X 10 JOISTS G I Z Z FOUNDATION TO EXISTING (SEE NOTES) 1 I I I I 16" O.C. ABOVE I OI> �� I l 1 o I 1 I I I w l 1 1 1 w 2 - - - - - - - - - - - - - - - - - - - - - - -• - - - - - - - - o � � 3 3 I I _ - - - - - - - - � I tiw F'w I II I 3 �- z - - - - - - - - - - - - - - - - - - at z I I I sm �° I I I I 1 1 1 o a X Xm J = 1 PROVIDE FOUNDATION TIE BARS FROM NEW I I `m a `�¢6 06 co � FOUNDATION TO EXISTING(SEE NOTES) I Z p Z O / i I I 1 m m 1 • " NEW 2 X 10 DECK JOISTS op. J 1 PROVIDE NEW 14" DIA. POURED CONCRETE x � in%0 N%0 - J FOUNDATION PIERS W/30"SQUARE X N `Q 16 O.C. ABOVE _ I I .� •� I I Q = 142"THICK POURED CONCRETE FOOTING �, � Lu O N W/(4)#5 BAR EACH WAY(TYPICAL) i �— ._ — — _ — / p �- _ - _ _ _ _ -I I w� EXISTING CRAWL SPACE w� i 1 I Z1Z o ° J o a - - - I I I I LLn �u Q I ° '° I PROVIDE NEW 2" THICK I I S I PROVIDE FOUNDATION TIE BARS FROM NEW I I I O o I POURED CONCRETE — — — — — — — FOUNDATION TO EXISTING (SEE NOTES)— I— a W W I J SCREED COAT OVER 6 I w I I — o MIL VAPOR BARRIER . W I o I i �, 1 I E Z caC- cn I I 1 i THRU-OUT CRAWL SPACE I I ¢ I I - Z O Q ° _ I _ W atf DC p _ - 1 I- > ac u — - - - - - - - - - L N . Z _ . . I I I N � . . T . . O�� r . - m _ — _ O I I I 1- �r N O J + _ I I I I Q I I I I I chi a X Lo ri M I — m i I X N I I O EXISTING (4) 2 X 10 GIRDER ABOVE I I I I I = z i Q w ap I I y NEW 2 X 10 DECK JOISTS .I I �' I �� I I vi I > - + W i •-+ -I> 1 e 16 O.C. ABOVE WH �' �"� > z m Z I I I Zlo I _ I -Lu� ( _ I -I - - I _ it o I I o I 1 W a >' � � • � L � LL' I I w I I I � E L ! J PROPOSED 40> o> v '° W F- O CD O 1 • CRAWL SPACE I S I xm I I xq I I Q =o �' \ I ' J� _ _ _ _ _ _ _ _ _ — _ _ fi � �- L)o o "j I - - - - - - - - - - - - - - - Z Z ; Hen -I -- I N° I I �° I I I 1- - �- 1 ° J� - - - - - - - - - - - - I w3U I L)L�DIR I �p LQm J — I r I 1 � I I I I � _ � � — J V� � Iuj J PROVIDE FOUNDATION TIE BARS FROM NEW V1 CD W FOUNDATION TO EXISTING(SEE NOTES) T- '01 v '01 I I I I I I I -- )Z I I r - - J j I I I < I O °I' I _ NEW 2 X 10 FLOOR _ I G GIRDXISTIER ROVE T G RDERN BOVE X 10 G RDER BO E?X 10 - - -I- - EXISTING STEEL BEAM ABOVE_ _ - - I I `o z JOISTS e 16 O.C. ABOVE - o I I ( EXISTING 1 I EXISTING CELLAR AREA I I x • I o O Y H0 e I I I MECHANICAL EXISTING COLUMNS 1 I 1 N• 1 z ~ A3 I i ROOM I Q + I I 6'-8" x 3'-5" bdST G a I v I 0 Q o ac o I PROPOSED I H o w I I I o = Z W 0 CL CRAWL SPACE I xIST 1 0 -,o III V) I 1 I I 1 1 W GO 1-7z T LET I 0 o EXISTING CELLAR AREA N Q I I yEIsl'G o I I ( N N LL w Z PROVIDE NEW 2 THICK POURED O I CONCRETE SCREED COAT OVER 6 MIL SINK x Q Z v I n 1 1 o I I I— I— J ® G O '� p� I VAPOR BARRIER THRU-OUT CRAWL SPACE I I EXISTING k a° IIII I OSSJSECTION 'g-A_ _ _ co I- BATHRO01A (0) z - Q Ao Uzi ' I 16'-8° x 7'-11° �� soy I I I zo I �" (n Y = 1 I SHOWER CMD I I a� I I I - �•— o 1 I S RELOCATE EXISTING STAIRS 1 1 ��'� ( I I e I w = W DOWN TO LOWER LEVEL w PROVIDE NEW 14" DIA. PO RED CONCRETE - I r' 0 In - — — — — — — — — — — — — — d1 1 I I 4zJ THICKOPOURED CONCREN PIERS W1 30"TE FOOTING w ' I M co I I I I I I W/(4)n 5 BAR EACH WAY'(TYPICAL) `✓ I O UP I I I I I I °C a T Lo H PROVIDE FOUNDATION TIE BARS FROM NEW - - - - (2)2 X 12 r" - - - - - - - - - - - - - - - - - - - - - - (2 z x iz - N _ LVL HEADER - L L HEADEIk �p _ Q �J E. 1 X FOUNDATION TO EXISTING(SEE NOTES) I - — — — I -77-7 � � - - - - - - - - - EXIST'G - - - - ' _ _ - - - - - - - , - -- - - EXISTGO.H. GARAGEDOOR - - - - 128-811 31-011 7'-V + EXISTING 38'-3" + EXI�6 I GI ( I 81-011 4'-0" " ,R 151-811 14'-6" PROPOSED ADDITION 45'-4" + EXISTING 12'-0" PROP. COVERED PORCH 87'-6" + PROPOSED OVERALL BUILDING DEPTH 1 /4" i ' oil LIVING AREA CELLA scale • 4079 sq ft I 0 1 2 3 41 5 6 7 8 9 10 15 NOTE: DO NOT SCALE DRAWINGS AND FIELD VERIFY ALL DIMENSIONS BEFORE OREDER MATERIALS. PAGE # DESIGN CRITERIA - RESIDENTIAL CODE OF NEW YORK STATE & 2010 NYS ENERGY CODE R 301.2.1.1 DESIGN CRITERIA - 2001 WFCM COLLAR TIES GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD R 301.4 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD (PSF) ROOF RAFTERS SNOW SPEED DESIGN - FROST DESIGN UNDERLAYM'T HAZARD EXTERIOR BALCONIES 60 PSF LOAD (MPH) CATEGORY WEATHER'&DEPTH TERMITE DECAY TEMP. REQUIRED DECKS 40 PSF ROOF CONSTRUCTION SHALL BE OF ARCHITECTURAL/ PASSENGER VEHICLE GARAGES 50 PSF DIMENSIONAL ASPHALT ROOF SHINGLES OVER 30#FELT PAPER ATTIC WITHOUT STORAGE 10 PSF AND 3/4"THICK EXTERIOR PLYWOOD SHEATHING WITH 2 X 8 20 PSF 110/B C SEVERE 3'-0" MODER/ SEVERE/ 13 YES NO ROOF RAFTERS AT 16"O.C. AND 2 X 8 CEILING JOISTS @ 16" HEAVY MODER ATTIC WITH STORAGE 20 PSF O.C. W/2 X 10 RIDGE-PROVIDE 2 X 4 COLLAR TIES AT 32'•O.C. ROOMS - OTHER THAN SLEEPING 40 PSF AT&-6"ABOVE ATTIC FLOOR-PROVIDE 2 X 4 STRONG BACKS C GENERAL NOTES SLEEPING ROOMS 30 PSF 32"O.C. OVER A MINIMUM OF FOUR(4)CEILING JOISTS WHERE STAIRS 40 PSF PROVIDE VENTILATION OF ATROOF RAFTERS ARE TIC ROOF AREAS TO THELAR TO CEILING JOIST GUARDRAILS & HANDRAILS 200 PCL EXTERIOR AT BOTH THE EAVES AND RIDGE OR GABLE END AREAS 3 1. All work performed by the Contractor shall be in strict conformance with all New York State and Local - PROVIDE"ICE SHIELD BARRIER"PROTECTION ALONG EAVES STRONG BACKS Building Codes and Ordinances. The entire work when completed shall conform in all respects to all Local R 303 VENTILATION & HEATING ; and State Laws and Ordinances to all established Codes and standard specifications applicable thereto. BATHROOM EXHAUST VENTILATION (WHERE INDICATED ON PLANS) SHALL SUPPLY A MINIMUM EXHAUST ,Z Where conflicts between the Construction Documents and the established Codes, Ordinances or standards REQUIREMENT OF 50CFM FOR INTERMITTENT USE OR 20 CFM FOR CONTINUOUS USE W arise, the more restrictive shall apply. No work shall commence before a proper Building Permit has been CEILING JOISTS obtained. HEATING SYSTEMS SHALL BE REQUIRED TO PROVIDE AND MAINTAIN A MINIMUM OF 68 DEGREES FAHRENHEIT O 2. The Contractor shall be responsible for verifying all of the conditions in the field. Any ambiguities AT THREE FEET ABOVE THE FLOOR AND TWO FEET AWAY FROM EXTERIOR WALLS IN HABITABLE ROOMSV between the field conditions and the drawings shall be brought to the attention of the Architect prior to ROOF FRAMING DETAIL O the commencement of construction. The Contractor and Sub-Contractors shall be held to have visited the R 308 GLAZING N.T.S. EXTERIOR site so that they may determine the difficulties that they may encounter during construction. If the MINIMUM GLAZING STANDARDS SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE WALL FRAMING Z Contractor deviates, at their option, from the Construction Documents and changes the assemblies, REQUIREMENTS AS OUTLINES IN SECTION R308 & TABLE R308.3 layouts and equipment shown or specified, they shall bear the full cost for such modifications, including O a. the cost to amend the plans, specifications and applications filed with the Building Department, when required. R 310 EMERGENCY ESCAPE &.RESCUE OPENINGS V 3. These drawings and information are the sole property of the Architect. Any reproduction, use, alteration, (DESIGNATION ON PLANS & ELEVATIONS) to changes and/or certification of these drawings without express written consent from the Architect, is strictly N forbidden. These notes are part of the plans and specifications and are to be complied with in all respects, R 311.5 STAIRWAYS W except that more restrictive notes mentioned in the drawings take precedent. ALL STAIRWAYS, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE 9„ N N ac 4. The Contractor or any Sub-Contractor shall be held responsible for understanding and complying with AND AS OUTLINED BELOW: �- _ requirements of the Construction Documents, including details. Where specific conditions are not shown herein, STAIRWAY WIDTH 36 INCHES MINIMUM HANDRAIL HEIGHT 34 INCHES MIN. - In In 0 construction shall conform to intent of these Documents. Measurements should never be scaled from the H H V drawings but instead derived arithmetically from shown or implied dimensions. Furthermore, measurements MAXIMUM RISER HEIGHT 8 4 INCHES MAXIMUM HANDRAIL HEIGHT 38 INCHES - v LU W CL MINIMUM TREAD DEPTH 9 INCHES MINIMUM HANDRAIL DIAMETER 1 1/4 INCHES shall be verified in the field before proceeding with construction. The failure to show detail or repeat on anyMINIMUM NOSING INCHES MAXIMUM HANDRAIL DIAMETER 2 INCHES ac a ac N drawing the figures or notes given on another, or discrepancies, shall not be the cause for additional charges MAXIMUM NOSING 1 1/4 INCHES MINIMUM HANDRAIL CLEARANCE 1 t INCHES I off orj o or claims. MINIMUM CLEAR HEADROOM 84 INCHES MINIMUM NUMBER OF HANDRAILS ONE LL W 5. The Contractor shall release and hold harmless both the Owner and Architect from and all personal injury MINIMUM ILLUMINATION 10 FOOT-CANDLES MINIMUM GUARDRAIL HEIGHT 36 INCHES oo Q p claims, whether instituted by their employees or Sub-Contractor personnel, arising out of the performance of BALUSTER SPACING AT ALL TYPE RAILINGS SHALL HAVE A MAXIMUM OF 4 INCH CLEAR OPENING 6 DIA. W W the work. Liability Insurance, Workers' Compensation and Disability Benefits shall cover all Contractors or MAXIMUM 6 INCH DIA. OPENING AT THE TRIANGULAR SPACE FORMED BY TREAD, RISER & RAILING M' H H � personnel involved in the construction operations. The Owner of the property and the Architect shall be GRADE 11/411 > > U) Additionally Insured" under the Insurance Coverage provided for this project. Prior to issuance of a Building R313 SMOKE ALARMS & AUTOMATIC SPRINKLER SYSTEMS �_ _ - - MAX. W W In Permit, evidence of insurance must be presented to New York State and Local Department of Buildings, the PROVIDE A MULTI-STATION SMOKE DETECTION AND ALARM SYSTEM INTER-CONNECTED WITH BACK-UP POWER - H Owner of the property and the Architect, in the specific manner, format and procedure prescribed by them. SOURCE AS REQUIRED BY AND IN CONFORMANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND AS 6. The Contractor shall be responsible for the safe maintenance of the construction site and all areas whereSHOWN ON THE PLANS AS SUCH -SD o Z construction operations are being performed. The Contractor shall clean up and remove from the premises i all waste material and rubbish of every description that results from work operations, as often as the Owner PROVIDE CARBON MONOXIDE DETECTORS AS REQUIRED BY THE RESIDENTIAL CODE OF NEW YORK STATE AND n N N N W may require. All new material shall be so arranged that they do not interfere with orderly cleaning. Upon AS SHOWN ON THE PLANS AS SUCH - CMD completion of the project or the portions thereof, the premises shall be delivered to the Owner broom clean. 7. All building materials and assemblies shall be in conformance with the manufacturers' recommendations, R 905.2.7.1 ICE PROTECTION m J specifications and instructions. All manufactured items, appliances, equipment, devices, etc. shall be installed PROVIDE ICE SHIELD PROTECTION BARRIER IN CONFORMANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE 9" W in strict conformance with the manufacturers' recommendations and requirements and in strict conformance with AT THE EAVE EDGE OF THE ROOF TO A MINIMUM OF 24" BEYOND THE INSIDE FACE OF THE EXTERIOR WALL LINE MIN. = W O all NYS Codes and Ordinances. All gas piping and all gas-connected appliances and/or equipment shall be checked, OF THE BUILDING - M 0� tested and approved by the local gas company before operation or use. 8. A Licensed Plumber shall perform the plumbing work in strict conformance with all NYS Plumbing and NOTE: THIS STRUCTURE IS LOCATED IN A "WIND-BORNE DEBRIS REGION" AND ALL WINDOWS & DOORS AT EXTERIOR WALLS = �1� Construction Codes. THAT HAVE GLAZED OPENINGS SHALL BE PROTECTED FROM WINDBORNE DEBRIS IN CONFORMANCE WITH THE DESIGN CRITERIA q- 9. A Licensed Electrician shall perform the electrical work in strict conformance with all National & NYS OF THE BUILDING CODE OF THE STATE OF NEW YORK. GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET Electrical Codes. THE REQUIREMENTS OF THE "LARGE MISSILE TEST" OR SHALL BE PROTECTED WITH WOOD STRUCTURAL PANELS WITH A X 10. The Architect has not been retained for any field supervision, construction administration or inspection, MINIMUM THICKNESS OF 7/16 INCH AND A MAXIMUM SPAN OF 8 FEET. PANELS SHALL BE PRE-CUT TO COVER THE GLAZED ° except as noted in these Documents. The Architect is not responsible for the method of operations, construction OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. PANELS AND SHALL BE DESIGNED TO RESIST THE COMPONENTS AND 6" DIA.o MAX site safety, construction personnel, or scheduling of the work. CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE OF THE STATE OF NEW YORK. 11. Where the work shall consist of removal and alteration work, including all bracing, shoring and related work GRADE ° 1 1/4" necessary, as shown, specified or implied herein. In addition to work shown, modify the existing construction NOTE: THIS STRUCTURE IS LOCATED IN A "FLOOD ZONE REGION" AND ALL FOUNDATIONS, LOWER FLOOR AREAS, ENCLOSED �"'_"`- -' -'- -' - MAX ,- that interferes with neuv construction to the extent of the interference. Similarly, cut and later patch all holes GARAGE AREAS & ALL AREAS BELOW THE MINIMUM REQUIRED "FREEBOARD" DESIGN FLOOD ELEVATION SHALL BE CONSTRUCTED and openings in existing construction necessary for connection of the new building work and for the passage or OF "FLOOD RESISTANT TYPE CONSTRUCTION" IN CONFORMANCE WITH THE DESIGN CRITERIA OF THE BUILDING CODE OF THE connection of any structural members and mechanical, electrical and plumbing services. STATE OF NEW YORK - SECTION R-324. PROVIDE "FLOOD OPENINGS" WITH A MINIMUM OF ONE SQUARE INCH OF OPERABLE rZi 12. Where the work shall consist of removal and alteration work, patch all surfaces that are damaged by alteration OPEN AREA PER ONE SQUARE FOOT OF CRAWL SPACES OR ACCESSIBLE SUB-LOWER FLOOR AREAS WITH A MINIMUM OF TWO M and removal of work, including painting of same where required so as matching existing adjacent surfaces. Where OPENINGS ON OPPOSITE SIDES OF THE STRUCTURE, LOCATED IN EXTERIOR WALLS. THE MECHANICAL, ELECTRICAL PLUMBING the work shall consist of removal and alteration work, patch any floors and ceilings damaged by project work of SYSTEMS SHALL ALL BE LOCATED ABOVE THE "FREEBOARD ELEVATION" & PROTECTED FROM POSSIBLE INFILTRATION, All any and all trades. CONTAMINATION AND/OR DESTRUCTION FROM POSSIBLE FLOODING IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING 13. All roof valleys and intersections shall receive continuous metal roof flashing for the entire length of the CODE OF THE STATE OF NEW YORK - SECTION R-324. intersection. Metal flashing shall return minimum of 12 inches up each side of the intersection or valley. STAIR DETAILS N.T.S. 14. All concrete materials as a part of the work shall attain a minimum of 3,000 PSI at 28 days, unless otherwise noted. JOINT DESCRIPTION NUMBER OF COMMON NAILS NUMBER OF BOX NAILS NAIL SPACING PROVIDE MINIMUM CLEAR HEADROOM OF 84" 15. All steel shall be "A-36 structural steel" with a minimum allowable bending stress of 24,000 PSI, unless ROOF FRAMING AT ALL STAIRS, UNLESS OTHERWISE NOTES otherwise noted. RAFTER TO TOE PLATE (TOE NAILED) 3-80 3-10D PER RAFTER 16. All lumber shall be ;structural grade wood shall be either Hem Fir 91 grade or Douglas Fir ##2 or better, CEILING JOIST TO TOP PLATE (TOE NAILED) 3-81) 3-10D PER RAFTER with a minimum allowable fiber stress of 1,000 PSI, unless otherwise noted. CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) 5-16D 5-40D EACH LAP 30" MIN. 30" MIN. 17. All windows shall be High Performance Insulating Glass Window Units, unless otherwise noted. Windows shall CEILING JOIST LAPS OVER PARTITION (FACE NAILED) 5-161) 5-40D EACH LAP - be supplied with all fasteners, attachments, screens, grilles, handles, and wood trim to match the existing window COLLAR TIE TO RAFTER (FACE NAILED) 3-8D 3-10D PER TIE -� openings, unless otherwiise noted. BLOCKING TO RAFTER (TOE NAILED) 2-81) 2-10D EACH END WALL 18. The building has been designed based upon an assumed value or two (2) ton bearing capacity. The actual bearing RIM BORDER TO RAFTER (END NAILED) 2-16D 3-161) EACH END capacity shall be verified at the field prior to the commencement of construction. Any deviation from the assumed WALL FRAMING F bearing value should be brought to the attention of the Architect immediately. Soil analysis and the alternative TOP PLATE TO TOP PLATE (FACE NAILED) 2-160 2-16D PER FOOT o Q foundation designs are not part of the Architect's scope of services. TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16D 5-16D JOINTS-EACH SIDE 19. Provide foundation lie bars as indicated on the drawings and wherever new foundations meet existing foundations. STUD TO STUD (FACE NAILED) 2-160 2-16D 24 O.C. r.y The bars shall be 94 reinforcing bars, minimum of 12 inches long, spaced 12 inches vertically & set in a non-shrink HEADER TO HEADER (FACE NAILED) 16D 16D 16" O.C. ALONG EDGES - e grout. TOP OR BOTTOM PLATE TO STUD (END NAILED) SEE STRAPPING DETAILS SEE STRAPPING DETAILS PER STUD 20. Foundations shall be, provided with anchor bolts a minimum of 5/8 inch in diameter and minimum 18 inches long. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, END JOIST '� OTLET Anchor bolts shall be spaced no more than thirty-two (32) inches apart with a minimum of two (2) per board length and a LOCKING (FACE NAILED) 2-16D 2-16D PER FOOT 3' maximum of 12 inches from the end of every board and corners of the foundation. Provide 2" square washers and FLOOR FRAMING l JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-80 4-101) PER JOIST E (� anchor bolts (typical). BRIDGING TO JOIST O 21. Crawl space areas shall be ventilated to the exterior with a minimum of one square foot of vent area per one (TOE NAILED) 2-8D 2-lOD EACH END � to W hundred fifty (150) square foot of crawl space area. At least one such vent opening shall be located within three BLOCKING TO JOIST (TOE NAILED) 2-80 2-100 EACH END .SI 21" MIN. N O M feet of each corner of the foundation of the building. Crawl space areas shall be provided with a minimum thirty BLOCKING TO SILL OR OR TOP PLATE (TOE NAILED) 3-16D 4-16D EACH BLOCK }- (30) inch wide by eighteen (18) inch high opening for access thereto from either the exterior or from and adjacent LEDGER STRIP TO BEAM (FACE NAILED) 3-16D 4-16D EACH JOIST C VO interior space. JOIST ON LEDGER ON BEAM (FACE NAILED) 3-81) 3-10D PER JOIST W LO W 22. Any and all foam plastic insulation shall conform to the Residential Code of New York State and shall have a BOND JOIST TO JOIST (END NAILED) 3-16D 4-16D PER JOIST v WALL Z r L_r" }- flame spread rating of not more than 75 and shall have a smoke-developed rating of not more than 450 when tested BOND JOIST TO SILL OR PLATE (TOE NAILED) 2-160 3-161) PER FOOT U Z M Q in the maximum intended thickness for use in accordance with ASTM E 48. Foam plastics, except where otherwise ROOF SHEATHING 21" MIN. L L noted, shall be separated from the interior of a building with a minimum of i inch gypsum board or a thermal barrier STRUCTURAL PANELS 8D 10D SEE DIAGRAM ■ 1 1> Z r� sufficient to limit the average temperature rise of the unexposed surface to not more than 250 degrees F after CEILING SHEATHING 6Y a fifteen minutes of fire exposure to the ASTM E 119 standard time temperature curve. GYPSUM WALLBOARD 1/2" DRYWALL SCREWS 1/2" DRYWALL SCREWS T' EDGE/10" FIELD MINIMUM FIXTURE d UJ 23. All wall and ceiling Finishes shall have a flame spread rating of not greater than 200. All wall and ceiling finishes WALL SHEATHING V) shall have asmoke-developed index of not greater than 450. STRUCTURAL WALL PANELS 8D 100 SEE DIAGRAM CLEARANCES N.T.S. 0 =Lu Z W 24. All insulation mateHals, including facings, such as vapor barriers or breather papers installed within floor-ceiling GYPSUM WALLBOARD 1/2" DRYWALL SCREWS 1/2" DRYWALL SCREWS T' EDGE/10" FIELD �- assemblies, crawl spaces and attics shall have a flame spread rating of not greater than 25 with an accompanying FLOOR SHEATHING00 2 " STRUCTURAL PANELS 1THICK OR LESS 8D lot) 6" "EDGE/12FIELD M O smoke-developed index of not greater than 450. Z 25. A vapor retarded shall be installed on the warm-in-winter side of the insulation in all framed walls, floors and L Q ti roof/ceilings comprising elements of the building thermal envelop. All areas of the building that are subject to 3/4" THICK SUB- SOLID BLOCKING FLOOR DECKING THRU BOLTED TO decay damage shall require the use of an approved species and grade of lumber, pressure preservative treated or L/3 0 L/3 STEEL BEAM W dM' W decay resistant lumber. <D/3 MAX. - VI ,^ Z a NO NOTCHES _ D MAx7 • T W PERMITTED < D FLOOR FLOOR Ut Q- JOISTS BEL1 JOISTS MASONRY LINTEL SCHEDULE FLOOR JOIST - CENTER CUTS SIMPSON STRONG sono OFJOI i 0/4 MAX. _ JOIST HANTIE "MIU" GERS NOTE: ALL MASONRY LINTELS SHALL BE GALVANIZED STEELr . Z c O SIZE ND FORP PPE OR D FLUSH FRAMING DETAIL LINTELS WITH A MINI MUM BEARING ON EACH END O Y O I� oil D/4MAX. i MASONRY OPENING LINTEL SIZE LU W F- -7 - SIMPSON STRONG TIE"LSTA" LSTA, MSTA FLOOR JOIST - END CUTS coNTINUOU5 STRAP UP COLUMN V Z Q OR CMST a^:e o MAX D F X 4 TREATED �,OVER BOX BEAM ABOVEUP TO 5'-0" WIDE 3 1/2" X 3 1/2" X 3/8" THICK Q O Ctt 4 *mp.nn-,. S T SUPPORTROM WOOD P05T 9 m on�Stro Tie do`. SIMPSON STRONG H1 F�o�ro- oor�onnections I CONC. TIE"CBSQ-SD52" o J D 5'-0" TO 6'-0" WIDE 3 1/2" X 4" X 3/8" THICK c FOUND. TYPE COLUMN BASE -3 STRONG TIE STRAPS a RIDGE SIMPSON STRONG TIE "HDU" Q SIMPSON STRONG TIE SIMPSON 6' 0" " " "Hl, H2 OR H3" TO RIDGE, STUD TO STUD OVER BOX HOLD-DOWN FASTENER RAFTER/CEILING JOIST(R802.7.1) ' . - i O 9 -0 WIDE 3 1/2 X 6 X 1/2 THICK W -i5• °'• J HURRICANE TIE FASTENER FLOOR FRAMING& STUDS TO SILL PLATE o .' ' • 9'-0" TO 12'-0" WIDE 3 1/2" X 8" X 1/2" THICK W Z V) RAFTER CLIPS TO PLATE FLOOR TO FLOOR CONNECTORS HOLD-DOWN FASTENERS CUTTING, NOTCHING& DRILLING DETAILS EXTER. COLUMN BASE DETAIL LL W ZO � � r H I- Y ° o � C0 Q W � W o C0 CL o m � PAGE # ' • ' ' 1 : • 1 ' ' 111 ' 11 ' ' • • ' • • • • • b ' • • • • o—G '� � e � • ' • • � ' • ' • ' • • , •• • , • • , • • � � • , • • • '• . ' I• • . • • • �NNNNNNNNNNNNNNNNNNNNNNNNNNNNN� '' • '• . 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ADDT'N PORCH ROP. COVERED 4'-0" Lu I J W 8'-2" j > Z Lu Lij 4"SQ TUB COL M @STEEL BEAM O Q ac ABOVE DOV INTC SOLID CONCRETE NEW W 14 X 38 FLUSHV =) O FOUNDATION BEARING BELOW W STEEL BEA ABOVE 4"SQ TUBE COLUMN @ STEEL BEAM ABOVE DOWN 1 O V TO SOLID CONCRETE FOUNDATION BEARING BELOW Q J O LIGHT _ 108" X 96" MOTORIZED _ LIGHT _ 108" X 96" MOTORIZED _ LIGHT _108" X 96" OTORIZED_ — LIG 36" WIDE FRENCH — _ _ _ p LIGHT GLASS DOOR W/ 16" OUTDOOR CLEAN-VP OUTDOOR 42" X 4�" PROVIDE 36" HIGH RAILING AROUND O W 1 O.H. GARAGE DOOR O.H. GARAGE DOOR O.H. GARA E DOOR — NEW W 14 x 38 FLUSH J WIDE SIDELIGHT AREA W/WATER SPIGOT SHOWER AREA AWNING DECK AREAS(TYPICAL,U.O.N.) - - - - V (2)2 X 14 LVL HEADER (2)2 X 14 LVL HEADER L O STEE BEAM ABOVE (2)2 X 14 L HEADER - - - - - (2)2 X 12 LVL HEADER _ �- 1 N a I I (� (2)2 X 12 HDRLdb I 1 bb �b (2)2 X 12 HDR I bd wp CO'. NO so W V BENCH SEATd - - - - -� I- - - —�11-1 — - - - - - Q U) 4%COAT OOKS � NEW 2 X 8 DECK JSTS II — I > � W @ 16"O.C. BOVE —� Lu H O W W W 0 I I I I ui 48"WIDE 6 WATER DESK AREA ¢ � Ln N () BURNER RANGE SPIGOT Y UP .. Lu - - - - - - + I @RANGE w a> Lu Lu ix xw I I (LIGHT NEW 14"DEEP GPI JSTS @ 12"O.C. ABOVE(TYPICAL) w TO Z �' W W W d' v N> 9 o v' o 4 _ m '°m .. I I NEW 14"DEEP GPI JSTS @ 12" ABOVE(TYPICAL) 1 u I} H D > Z X � I I � � I I I 14 Lu � I I DW SINK DW > I A3 V) � � � Z O W 0 v ° N° I I LLJ PROVIDE MINIMUM HOUR 32" FD > N Q x H O O -� W N r1 Q W Q N ° x O I I SELF-CLOSING IRE TED DOOR & DOOR PROPOSED Fjx It —w'o— — — — — — — — — — � 3Q, I I FRAME-BETWEEN GA ICE & HOUSE MUDROOM N 0D e W m W H H H Z Z u a < Zw I I I 9'-0„x 15,-2� w ---------+ wp m - ' x Z d d > > > N —� w I rn YYY W W Q ix a of H ' EXPAND EXISTING GARAGE w o ° ° < I I w W o , „ , „ o �' 4"SQ TUBE COLUMN @ STEEL ¢ 0 BEAM ABOVE DOWN TO SOLID p 32'-9" x 24'-6" o I I PROP. � ' S I tn z 00 N Lo It v v- v m m z I I I•I w CONCRETE FOUNDATION ,� COL u O O% 0000000 Q FN I I CLOSET > BEARING BELOW 42' IDE I S H N x 3'-r'x 5'-l0" 12 RE G. �w PROPOSED NEW a N �"'� N N N N N N N W NEW 2 X 14 LVL RIDGE ABOVE Lu I I a O_ - i7F — — — —� ro m KITCHEN AREA X N C� Lu Lij >1 LIGHT LIGHT F- LIGHT m Y z x 27 -8 x 19 -2 Cc < DC f- CD J F- 0- o I•- - - 4 / �I.IW LIGHT SII I ; vW 3 WI c,�0 °C da. ZZW� + N W I I / I ILL' OII m 3 < zo ce a Ql1JLL Q PROVIDE MINIMUM 1 HOUR FIRE RATED SEPARATIONui Q5 % I / II I x DOORS ° I o 3 W z = o� {�} _ 1 X BETWEEN GARAGE & HOUSE W/ MINIMUM OF 5/8" THICK X / I z �Q T m _ p� 00 00 N FIRE RATED GYPSUM BOARD ON WALLS & CEILING OF N - - - - - - - -- N w O N N 0 Lo wGARAGE AND MINIMUM OF 1/2" THICK FIRE RATED m N W / - - -°� - - - 2 o - m l l PROVIDE EXHAUST O O x > N xw GYPSUM BOARD ON DWELLING SIDE OF DEMISING WALLS X O F4WW/DUCT TO O O N Q x N> o ° w I 'i p p LA DRY. 0 x N a a N> I- ,EXTERIOR DEC RATIVE COLUMNS @ WIDE ARCHED OPENING 1 = W W m -0 m 1 1 TOILET = — TU I N < 3 ao o I Lu a / N M WASHERm cm 1 O�lrL N ° N O 3 1 1 / PROPOSED( Z LAUNDRY I LINES OF EXISTING WALLS I, X 1 CHUTE ABOVE - - - - T - - - - - - - - - - -- TO BE REMOVED DOTTED x NIS N�° �y THROOIVM LIGHT i _ - - -(- - - - I I _ _ _ _ _ _ _ _ _ _ v i"�'' w / W I CONSTRUCT CRICKET ROOF OF 7'- $ -9„ b - - - - - - NEW W 18 76 FLUSH STEEL BEAM ABOVE - - - - - - - - - Z u Z V� 2 X 12 R.R. @16"O.C. ABOVE 4" 321-9" / I 6" .7'-0" 4" 5'-7" ; NEW 14"DEEP GPI JSTS @ 12"O.C. ABOVE ICAL) \ t / DRYER \ \ CIE l 4"SQ TUBE COLUMN @ STEEL / O SINK PROP, — �. < BEAM ABOVE DOWN TO SOLID w 0 1) PROP, WOOD a I d / N CONCRETE FOUNDATION LAUNDRY M 4"SQ TUBE COLUMN @ STE BEAM I I = I z w I I W = W I I BEARING BELOW GF 4"SQ TUBE COLUMN @ STEEL BEAM ABOVE DOWN TO SOLID CONCRETE j H DECK o I-- �- = / \ / z 48"X48" 5'-$" X $'-9" ABOVE DOWN TO SOLID CONCRETE TION BEARING BELOW -� u1 , , , „ W I I Q �- SHOWER LI HT® PRYER FOUNDATION BEARING BELOW N U) 7 -T X44 -0 j D N _ 1-4 - - H � W - - ROS ECTION "B-B" N v�' 3 w I W 14 X 38 FLUSH 1 1 N 00 2 I I I Z COL. CEIL'G FAN V x I — — — — — — — — J a ST M ABOVE I I - LLJ } w d LIGHT X z N H Hj I wp OUTLET • Q I :o iy " I I I I O PROVIDE 36 IGH RAILING AROUND °j RECESSED I-HAT ]6( a / / / W I I I co O EXTER. LIG TING x%( H / DECK AREA ICAL, U.O.N.) Z m / / w NEW 2 X 8 DECK JSTS_� m m co z PROPOSED OPEN , 2 - J Z ° FRONT POR H I I ; so ; N /i/ > @ 16"o.c. AeovE coL, INC 4"S TUBE COLUMN @ STEEL BEAM - 4x Q W I COL. 17'-10" X 18' \ _ _ / CM ABOVE DOWN TO SOLID CONCRETE u=j / / a W 1 �' \ RAILING VP TOCONSTRUCT OD STAIRS W/SECOND FLOOR LEVEL T J PROPOSED w ui ui W 4.1 �•� > �X = NEW 2 X 10 R.R. d 2 X,10 I FOUNDATION BEARING BELOW FAMILY ROOM I w < Z - O > p .� m N \ c.J. @16"O.C. ABOVE . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I a 27'-8" x 23'-11" I i o O O Q ( \ to I - - - - - - - - - - - - - - - - - - - - - - - I . X I ; J p \ \ UP R I i N a 'I � W./^j N \ \ T� Jc, �> \I 3 o x `' N Gam. O vJ O \ , W / / 0� !I co w O. N O - < I LINES OF EXISTING WA CL �o -1 \ LU o I P I z WALLS x O L _, LL I w \ a / / / $ // 'I x I I \ / I ; TO BE REMOVED(DOTTED) w G_ °- �"� / 2 �m \ \ Ho 1 = �i/ �,� I�I 3° I I �` I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 - COL. Y - �tf ui N v Z C_ W oa W 1 1 - - - - - - - - - - - - - - - - � UI ed I „" W H _ i w t" Z NEW 2 X 8 DECK JSTSo Z N � Z + _ Q I N° I Z i j \ i ( ' NEW 14"DEEP GPI JSTS @ 12"O.C. ABOVE(TYPICAL) I @ 16"O.C. 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W. I. �8) 30 FR NCH FOUNDATION BEARING BELOW a W d so �"' CLOSET D S (?) FR NCH ALIGN NEW WALL W/ • o RS EXIST'G FOUNDATION WALL _ a\ N 7- 4'-8" \ BELOW d NEW WALL ABOVE / 00 2 H 3 — _ _ ►+IEW 14"DEEP GPI JSTS @ 12"O.C. ABOVE(TYPICAL) w M , Z XI 0z3 - - - - - -t - -. — \ WI o to _ � _ _ _ _ _ _ _ _ -_ -_ - _ _ _ _ _ _ _ _ _ 11 -3 �o I O O O X I N W — — — iatn 3�u 3 - - - - - - - - - - - - - - r O / Z° Mi U .. Z°o°3 1 DOOR POCKET LINEN \ I p V) NEW 14"DEEP I JSTS @ 12"O.C. ABOVE(TYPICAL) I O LLI Y Q 3 W w I W F- H 1 �40 w NEW W SO X 9 STEEL BEAM ABOVE p NEW W 10 X 19 \ I I > X U)< I• I � Z O x ? S I o STEEL BEAM AS I I .i- - - - - - - N �t - - - - - i I 11' w I H O INC Q m a 'n w' I N a LINES OF EXISTING WAL&S I - - - - - - - - - - - - - - - - - II - - - - -J - - - - - > > 'Q W <m 3 I - BE REMOVED(DOTTED) II - - m ( O � �-- ,- Boa w I X II �1 II < < a I H ' O m F- XML �,j'"O Z x w SI GFCI I I I / \ r rn I I / II I; I W w ; O Q. W� 'V,> - W�XW O �> W I I I \ II I I II aZ 3 �Q3�� 3m BATH �o I II / II II i \\ II W vj -J W SLS � -'D,a 3 CEIL'G FAN f I 7'-0" X 13'-0" a - - - - - - - - I N -wA II- I. I Fw �" o `0 O O W cc Z Lo w S ( _ _ � ' Zw w� 3�uz3 BLIGHT I I- - i i J a a + j Z m Z o 0 3 z m I W o PROPOSED OUTDOOR ' 1 3 3 ° N N N 0 m O + \= JO Z - cn - NEW/W 10 X 19 STEEL BEAM ABOVE NEW W 10 X 19 STEEL BEAM ABOV W PROPOSED FAMILY X 11 I w w Q 1 u - - , - CE 'G FAN CEIL'G FAN WOOD DECK o m ;o m° N d L&GHT 11 PLAY/GAME ROOM d LIGHT ,� 2s'-1o" x 20'-4" 1 I x x z -� I W wl o 70POSEO MASTER PROVIDE EXHAUST I I I 20'-0" x 20'-3" W p CROSS SECTION A-A 1 1 pp�u� Co I S jo °C mBEDROOM #1 FAN W/DUCT TO w a O 1• I 3 3 a1° Lo w�'io a , „ , „ EXTERIOR TOILET I a NEW 14"DEEP GPI!LISTS @ 12"O.C. ABOVE(TYPICAL) Z w H o I ; SQXWa�� 14 -0 x 18 -0 I = oa W W � H m Uco x y~/ BEDROOM AREA 252 SF RELOCATE EXISTING STAIRS O (f) R VI E� APR. 015 \ \ � ��R REQ'D LIGHT/VENT 20.2 SF/10.1 SF I DOWN TO LOWER LEVEL - w r kb Z. .� PROV'D LIGHT/VENT 44.8 SF/22.4 SF o I 3 / x coo N V (� RECESSED HI-HAT > N O \ Z Q 3 SHOWER I Z I X w EXTER. LIGHTING 1 M • •1- �p R�`1(ISE� JUNE, 2614 ' (2)2 X 12 HEADER ADER I - - - - - _ - - Ch LL - \� DOWN NEW 14"DEEP GPI JSTS @ 12"O.C. ABOVE(TYPICAL) I I _� NEW 2 X 8 DECK JSTS (2) 32" x 58" 36" X 24" / P''.�`,`'�:. ._'u �', `•� I 1 @ 16"O.C. ABOVE - - - - - - -_ _- - - - - - - - - L. I, I = to H CSM'T WINDOWS AWNING I /<\ (2)2 X 12 HEADER 12 HEADER - NEW W 14 X 38 FLUSH STEEL BEAM ABOVE COL. COL. ,/^_tz,Y.NEW W 10 X 19 STEEL BEAM ABOVE4"SQ TUBE COLUMN @ TEEL BEAM ABOVE DDMDN 32" X 58" NEW W 14 X 90 FLUSH 32" X 58" PROVIDE 36"HIGH RAILING AROUND DECK AREAS PI AL, U.O.N.) � � \ TO SOLID CONCRETE FO NDATION BE ROI&BELOW CSM'T STEEL BEAM ABOVE ' l' \ CSM T 4"SQ TUBE COLUMN @ STEEL BEAM ABOVE DOWN `ti 6'-8" 9'-0" 7'1" EXISTING 38'-3" + EXISTING TO SOLID CONCRETE FOUNDATION BEARING BELOW + 81-011 41-011 151-8" 14'-6" PROPOSED ADDITION ,_ „ + r'? OF 45 4 EXISTING 12'-0" PROP. COVERED PORCHy5 87'-6" + PROPOSED OVERALL BUILDING DEPTH 44 PLANV � 0" LIVING AREAF1':P-ST Lscale � . 2828 sq ft 0 1 2 3 4 5 6 7 8 9 SO 15 NOTE: DO NOT SCALE DRAWINGS AND FIELD VERIFY ALL DIMENSIONS BEFORE OREDER MATERIALS. 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Z - - w Q w� / N I I X I I - I�f WAL TO BE VIP OUTLET -�1' p O io H W f- N w z QJ / / v ( REMOV Q(DOTTED) a I� Z w a .-ti Z -r- 0 i - _ / x 3 PROPOSED GRAND FOYER O H c z V O DC .n I I w l p� w N W >- i O o / / '°� 21'-3" x18'-11" � I I � 1 �to + > Z d O- / �^O — / J CEIL'G FAN N j _ -� = i O L0 + o / / ' - "G _ L� d LIGHT X 1 to V X 2 � O E 0 _ - �� / I �� RECESSED HI- "' I, X z N co W Z C `` tM O J 'n � / LL �O ^ O / / / I I HAT LIGHTING II N w NO I \ 4"SQ TUBE 1CQLUMN @ STEEL BEAM ON U- It 00 O U c N X \ ABOVE DOWN TO SOLID CONCRETE > O N / FWP 0 I \ I FOUNDATION(BEARING BELOW NEW W 14 X 61 FLUSH STEEL BEAM ABOVE YYY � � �� � M NEW W 10 X 19 STEEL BEAM ABOVE \ (2)2 X 12 LVL HEADER COL. r Q ~ N -� - - - - - - - - = 1- - - - - - - - - - - - - - - - - - - - - - - - - - - � (� _ M - I O NEW 14 X 61 FLU STEEL BEAM BOVE 96" X 84" SLIDING W p 4"SQ TUBE COLUM FSTEEL BEAM �O W H LU > t FRENCH GLASS DOORS ABOVE DOWN TO SOLID CONCRETE N LL 0 - 3o FR NCH FOUNDATION BEARING BELOW p PROP. W. I. I �) (�) " FR NCH r 'Q w�,o�, I so M I CLOSET D $ R$ ALIGN NEW WALL W/ � ac C w o_ O EXIST'&FOUNDATION WALL i / - < t4 0\o Z I 7'-0'�x 4'-8" \ BELOW d NEW WALL ABOVE to = NF3,Xo _ ( '} �_ NfW 14"DEEP GPI JSTS @ 1_2"O.C. ABOVE(TYPICAL) 10. a tQ O x - \ - 3 m� N Wowo3 __- - - - - - - - - - - - - - - { - - - - - - - - - - - +� > H� z O Z O ,v z v o 8 3 28"POCKET LINEN -� p N NEW 14"DEEP I JSTS @ 12"O.C. ABOVE(TYPICAL) I O O Y F- 3 w ' y DOOR LOS \ V) , Lu H a NEW W 30 X 19 STEEL BEAM ABOVE rp NEW W 10 X 19 w X Z O O / >N O STEEL BEAM AB 11 - _ - - - $ - N - - - - - _ - - - - - - - - - 1 LL, w I w O DL O Q o c, = o� > O LINES OF EXISTING WALI}S li - - - " 000 it 7 - > > Q ' ma ,n w I 'No - - - - - - - - _ - - - - - - - - - - - - - _ - - - - f o O 0 �' W INC Q a m j =I m BE REMOVED(DOTTED) II X I II m I '� �- w oa u _ �� I a a l i7 LU <z n 'Lu w a o GFCI I I I /J\ .o ' / \ II f f a z -� W U) mo N HF: o� N si r W W � Q lA �< X> :E U) oN uJ O v> BATH w I II / w 4f- II / \ II 1' I m m a _ J W "� O d I wo �m ��3Xo� ..m ® > II y II II II w w u - - d Q I F z a Fav, O w w w �O O Occ a> 3 3 3 a , " „ m - - - - - - - - - - - 1 I = vn� II- I. ' - - - W Z Z O o fz CEIL'G FAN 7 -O X 13 -0 a a Tin a �w LU Lu 3��z3 BLIGHT ww - - - - - - - - - - O S S Z I z Zm wowo zm I a w I. w '� N N N Q 0 0 + t, z o 3 m a PROPOSED OUTDOOR 3 3 ; I o 00 �� PROPOSED FAMILY X WOOD DECK 1' U + -Ji AL _ NEW W 10 X 19 STEEL BEAM ABOVE _ NEW W 10 X 19 STEEL BEAM ABOV o z w CE 'G FAN CEIL'G FAN m O W o ��71 L. N d GHT 1 PLAY/GAME ROOM A LIGHT a 1 m I J PROPOSED MASTER ix 28'-10" x 20'-4" X X — O H m w • - 7 1 o` CROSS SECTION "A-A" 0 20 -0' x 20'-3" 3 p I H Y a w > PROVIDE EXHAUST I w wo VI p 1 3 3 � V/ _ 00 O0 _ m BEDROOM #1 FAN W/DUCT TO 3 a z o ; I x Q c o N D o a , , n EXTERIOR TOILET I L` I I _ Z NEW�14"DEEP GPi TSTS @ 12"O.C. ABOVE(TYPICAL) w H 3 3 LC) F- \ X X �Fao� 14 -0" x 18 -0 a - �N l z "' I �' W \ <V t0 N W�X H I I A' / RELOCATE EXISTING STAIRS a Q m r l 1) M V v \F 3,Xo L BEDROOM AREA 252 SF I DOWN TE LOWER LEVEL ° I I w O REQ'D LIGHT/VENT 20.2 SF/10.1 SF 3 o r O PROW D LIGHT/VENT 44.8 SF/22.4 SF o �I 3 X °b V RECESSED HI-HAT 1 o N O REVISES 28 JUNE, 2614 W owz3 2 2 X 12 HEADER 2 2 X�2 HEADED I z / x W EXTER. LIGHTING 1 I m 84"X 42" \ 3av0 SHOWER z"�" Ch LL _ O � ) - - �- - - - - - - - DOWN I - - - - - - - - - - - 1 NEW 14"DEEP GPI JSTS @ 12"O.C. ABOVE(TYPICAL) 1 1 NEW 2 X 8 DECK JSTS + I- 2 32" x 58" 36" X 24" > 1 1 @ i6"O.C. ABOVE (') AWNING �vj�� P I O $C$M T W ND W NEW W 10 X L19 STEEL BEAM ABOVE 1 - ' - _ _ - - - __ _ - - _ - - - - - - - - - - COL.(2)2 X 12 HEADER I I 12 HEADER NEW W 14 X 38 FLUSH STEEL BEAM ABOVE CO - (X1J \ '-' Y \ 32" X 58° NEW W 14 X 90 FLUSH 32" X 58" PROVIDE 36"HIGH RAILING AROUND DECK AREAS( PI AL, U.O.N.) Z(� , 4"SQ TUBE COLUMN @ STEEL BE ABOVE bAW ' STEEL BEAM ABOVE ' � TO SOLID CONCRETE FO NDATION B�RFiQG BELOW CSM'T JCSM T 4"SQ TUBE COLUMN @STEEL BEAM ABOVE DOWN a J TO SOLID CONCRETE FOUNDATION BEARING BELOW 121-811 31-01' — _ T-1" + EXISTING 38 -3" + EXISTING 81-011 4'-0" a 15'-818 14'-6" PROPOSED ADDITION 45'-4" + EXISTING 12'-0" PROP, COVERED PORCH � I 87'-6" + PROPOSED OVERALL BUILDING DEPTH Vm, 0" LIVING AREATscale1 � . L 2828 sq ft 0 1 2 3 4 5 6 7 8 9 10 15 NOTE: DO NOT SCALE DRAWINGS AND FIELD VERIFY ALL DIMENSIONS BEFORE OREDER MATERIALS. PROVIDE: ELECTRIC OPERATED WINDOW SHADES, CENTRAL SOUND SYSTEM, ALARM SYSTEM & SECURITY CAMERA SURVEILLANCE SYSTEM PAGE # r ROOF CONSTRUCTION SHALL BE OF ARCHITECTURAL/DIMENSIONAL ASPHALT ROOF SHINGLES OVER 15# FELT PAPER AND 5/8" THICK EXTERIOR PLYWOOD SHEATHING WITH 2 X 12 ROOF RAFTERS AT 12" O.C. AND 2 X 12 GPI TRUSS JOISTS @ 12" O.C. W/ 2 X 14 LVL RIDGE - PROVIDE 2 X 8 COLLAR TIES AT 24" O.C. AT 6-8" ABOVE ATTIC FLOOR - PROVIDE 2 X 4 STRONG BACKS @ 36" O.C. OVER A MINIMUM OF FOUR (4) CEILING JOISTS WHERE ROOF RAFTERS ARE PERPENDICULAR TO CEILING JOISTS 58'-3" + PROPOSED OVERALL BUILDING DEPTH C 2ND FLOOR JI 3 - PROVIDE VENTILATION OF ATTIC ROOF AREAS TO THE EXTERIOR AT BOTH THE w EAVES AND RIDGE OR GABLE END AREAS - PROVIDE 'SIMPSON STRONG TIE' STRAPS 12''0" 3s'-3" + PROP. NEW SECOND FLOOR ADDITION 8'-0" COVERED PORCH H FROM RAFTER TO RAFTER OVER RIDGE AND FROM RAFTERS DOWN TO STUDS AT Z 6" 11'-6" 6" 19'-11" 6" 16'-10" 6" 7'-6" 6" 0 EXTERIOR WALL FRAMING (SEE DETAILS) - PROVIDE "ICE SHIELD BARRIER" 4'-0" PROTECTION ALONG EAVES FOR A MINIMUM OF 24" FROM EAVE TOWARDS RIDGE 0 . (SEEG'ENERALNOTES) - - - - - - - - - - - 36iX-24"- - - - 36°x24 _ — __ — _ _ " _ _ _ _ _ \ AWNING AWNING AWNING /, \ - - L. = - 0 lig )2 X 12HDR \ (2 (2)2 X (2)2 X 12 LVL HEADER CO 12HDR (2)2 X 12HDR ;p ;0 Q �p / , \ / W W W 1 \ PROPOSED WALK-IN CLOSET & NEW 2 X 12 BPI TRUSS JSTS e 12"O.C, w ABOVE(TYPICAL) ix 12 \ \ DRESSING // o � V) 0O PROVIDE ALUMINUM GUTTERS & LEADERS 5 1/4 @ CONTINUOUSLY VENTED BOX SOFFITS NIz N \ / o w H H H (, xH I \ I _ �� / w E- wwwa Cn WITH DECORATIVE TRIM & MOLDINGS 3 1 \ ° "Z / 1 °L of °C °� M Q N N 10 2 O LIGHT \ LIGHT LIGHT _ to J/ Lu Lu .. �- CEIL'G FAN " N� 0 at Q 4040 W NEW 12 GPI TRUSS JSTS 12"O.C. d LIGHT j`� N U- W W W w ABOVE ICAL) n \ PROPOSED Q H H H 0 ` � » > N N p', MASTER BEDROOM #2 -� 16'-9" x 24'-4" / BEDROOM AREA 407 SF "ICE SHIELD" I O ID � \ I PRO DLLIGHTNENT 96.7 SF/50.0 SF / o IGHT/VENT 32.6 SF/16 3 SIPCOL. 7�LEA WATERFALL \ DOOR POCKET / N X Z 0000 O O N O W _ �c, NNNNN Ln '\ TEAM SHOW _ X N N J BATH TUB - - - / a M 2 W W m P r" PROPOSED MASTER BATHROOM \`I / ti ti O ti Q 13'-10" x 7'-11 CE LING CONSTRUCTION SHALL CONSIST OF 2 X 12 RECESSED HI-HATHTING - 00 00 .� P TRUSS JOISTS AT 12" O.C. W/ 9" THICK BATT -�II- N.Z ,=N, LIGHT No\ / ExrER. LIGHTING N I -I N •--� I I �o G J xlZ N LAVATORY LAVATORY \ CEIL'G FAN ~ TYPE INSULATION (R-30) AND 3/4 PLYWOOD 10 N \ /d LIGHT ix N DECKING THROUGHOUT ATTIC AREA I Fc C LINEN I \ / � TOILET BIDET o GHT LIGH CLOSET LIGHT \ 5D / O 2 I'p Z PRO ' E EXHAUST __ _ _ H O w FA /DUCT TO I � -1 cc W 1- ,D Q H O EXT OR - \ / TOILET (161%HT LINEN \ / COL: O Q !f/ET ° MASTER SUITE / x 1 x J ON CL 3 Q J ] VESTIBULE L �I� = 0 LAVATORY LAUNDRY BATH TLB � �� �- � / u " I �� o PROPOSED BEDROOM ( 3 r N Z N CHUTE IN 5'-9" x 11 11" CRO55 SECTION B-B v V v/ v�, CABINET _ I I<EG> o- p H 0 10113 N PROPOSED 1 M + ^�Q S LIGHT BATHROOM LIGHT v a o - PROVIDE 'SIMPSON STRONG TIE' `r° p o = - — —'\ '_ 28" P _ o 13 10 x 5 -8" o STRAPS FROM STUD TO & AROUND MUD E- H O o DooR _ _ _ 00 SILL OVER BOX FRAMING AT EXTERIOR Q w °L �' N 3 v:.:. _ -- - - - -(2) 30" OARS i WALL FRAMING SEE DETAILS ~ Lu °C I I °� \ N H ( ) W > Q Z \ I -_ NEW 2X_12 BPI TRUSS JSTS 12"O.C. > '" O 1-•1 Jim ABOVE(TYPICAL) a H N V kb Iw.. `� I I BEDROOM #3 X ( m � H to D I 16 -9" x11'-9" / N I:o 0 Q Q H m LIGHT \ LIGHT CMD I 7 7 z z 7 z z I 1 2BEDROOM AREA 197 SF / N M ] COL TTT REQ'D LIGHT/VENT 15.8 SF/7.9 SF ^ PROPOSED H Q J CONSTRUCT WOOD STAIRS SD PROWD LIGHT/ ENT 4.3 SF/12.1 SF / �p W 1 3 CD N �- tu- ox I W/RAILING DOWN TO \ DOWN I I I / COVERED DECK o �I I/ lJ �J NO LU FIRST FLOOR LEVEL 7'_T, X 64'-10" w O In J \ CL ' x = Z w w O \ I O / I W - J N � H � W Q - �I I I � ry CEIL'G FAN �; W > v Lu to J5 \ I fl d LIGHT / x I O_ FL OR CONSTRUCTION SHALL BE OF 3/4" THICK w rn �O Z Z o 3 a $aP . �; S° I // PLY GOD DECKING GLUED & FASTENED TO 2 X 12 ^H O O a CD E Z CO .-i ix H CC - H-1 w NI 1 a 1 I \ `� . - I - . . - - - • — CAL. °�S V FLOOR JOISTS @ 16" O.C. W/ 9" THICK BATT TYPE W - - _ .� uj 1 0- v — IN INSULATION (R-30) W/ MINIMUM OF TWO ROWS - — O N 1 I \ 30" TRIPLE JOIST BELOW PARrTITION ABOVE(TYPICAL) I Z N O J -1�1- N Q o v 3 Q — — _r_ 1— m I DooR / '- cc — - - - - - - _ OF CROSS BRACING AND PERIMETER RIM JOIST � ZO w ZO Z N N N LU X LIGHT t� O O . / / �_ LIGHT o ; — / -____-_. _ _ _ _ _ - H W w a ix ( P otf N o �, a CHANDELIER LIGHT W/ < H + W r V Z r �- Q H X m ELEC. MECH. HOIST Z / a I CLOSET / CLOSET Q (Jj Z r O 'Q W xx _10 Lu W W 3 g'_5"X 2'_1'/ 8'-0"x 2'-111 wi i - + W caL PROVIDE 5/8 GYPSUM BOARD INTERIOR _ ^HI o o . �o S . __ - _ ; 0 I j M >, .Mi2 w� a , / Q m / - Q 0) p FINISH, TYPICAL THRU-OUT (PROVIDE N o- - T I ►- d , ' I 1 0% 1 W ISI- CC a W O j / HALLWAY 130 / x Cr O E J _ BEDROOM #4 w WATER RESISTANT TYPE BOARD AT H o � 1 - - __ • , a / 10'-7" x 29'_11" o DOOR / " •o w z °' _ 3 =oma + BATHROOM AND SIMILAR TYPE AREAS) F-- W w w o / W 16'-9° x 11'-9" O >l - - - - - - - - - - - - ! � V O Z } LO W� 0 x — — — — _ - \ I I / BEDROOM AREA 197 SF IGHT/VENT 15.8 SF/7.9 SF Lu (� 0 in O 1c' a w r - \ / s° PRO DLLIGHTNENT 24.3 SF/2 1 SF = RT ix M Z V �.-� — - -- '' I / NEW2X12SPSSBUS�TSTS e12 O o EXISTING STUDY/DEN ' Q y / N N . I 1 ' ABOVE(TYPICAL) COL. M O Q D CONSTRUCT WOOD STAIRS W/ � / h p w � V Q RAILING UP TO ATTIC FLOOR LEVEL LIGHT < Lu m LIGHT LIGHT ---_ - -._ - — / O �G> z N W VZ O TR PLE JOIST AROUND TAIR / e I N DC H TLH LO m _ o wP / I OP NI G A OV ( IC L) o x-- 1 ¢ x W \Uj • / dELIGHTAN `� X z w F- J v x x 5 = Q O '"- \ CONSTRUCT 'CRICKET / TRIPLE JOIST BELOW PARTITION ABOVE(TYPICAL) — — — N 0 0 W LL vI m m N° \ ROOF' IN VALLEY AREA I CLOSET CLOSET LINEN I ( 1 t 1 w / aU \ TO SHED RAIN WATER x Y.1 z \ I 6'-0"x z'-o" 5'-10"x 2'-0" CLOS -� -- Z Q w'� \ a O RECESSED HI HAT .. \% \ - - - - - - I EXTER. LIGHTING W Ro � 30" FIRE 30" CMD 30" 0 — — — — — — — — _ RAI D, 60OR � / DOOR I I � I I DOOR I I � I � R CONSTRUCTION W/ NEW LIG LIGHT LIGHT I I ABOVE X 12 GPI_ U5535T5 12"OzCI NEW21C 12_GPLTRUSS sTs P12-'o 1 I I J w °� „ I ABOVE(TYPICAL) / ABOVE(TYPICAL) COL. LL LJ.I ix w Z z EXISTING FLOG NNEW — - 9 THICK BATT TYPE INSULATION (R-30) _ _ _ Lu N> FCI HH ATTIC STORAGE AREA 1 DooR 1 1 ^I 1 v Q H MAINTAIN EXISTING FIRE RATED a< - �O v CONSTRUCT FIRE RATED STORAGE CROSS SECTION " " \( > of Y O Q ti o o AREA W/2 LAYERS OF 5/8"THICK �J �//�) SEPARATION BETWEEN DWELLING & GARAGE \ X o FIRE RATED GYPSUM BOARD THRU- I G I O CEIL'G FAN w � ( / = Q ® CEIL'G FAN SINK PROPOSED d LIGHT = Q - N OUT WALLS, FLOOR d CEILING = w W F- LL) Q t!) 3 I //d LIGHT BATHROO x z \ _j z :o W c° w H z u 5'-4" x 9'-3" x 10 X \ 3 0- r x BEDROOM #6 PROVIDE DUCT EXHAUST BEDROOM #5 v ^m \ N x o = r 0 w \ ALIGN NEW WALLS OF FIRE RATED STORAGE AREA I 14 -2 X 12 -11 EXTERIOR TOILET 14 -5' x 12 -11 �o \ x 1+- •••� N W/WALL F EXISTING FIRST FLOOR BELOW \ "' O M O ' BEDROOM AREA 189 SF V I W BEDROOM AREA 184 SF REQ'D LIGHTNENT 15.2 SF/7.6 SF REQ'D LIGHT/VENT 14.7 SF/7.4 SF PROWD LIGHT/VENT 48.6 SF/14.3 SF \ o EXISTING \ �� PROV'D LIGHT/VENT 24.3 SF/12.1 SF ri / BATH TUB CLOS wp 1 GARAGE DOOR - -_ - - — — — — — — — — — — — -I- / 2 _o"x�i3" � / �rTy 2 -12 R 2 R -\ ! EXISTING CELLAR GARAGE (2,2 X 12HDR . ._. f }2�( HD - - ( >2 X 12HD- - - - - COL. - err �l> f fit(} �. /yj �F - - � ✓ (2) 36" X5T' ^ — — — 36" X 24" (136 X54"_ ' -� • . - - — — — — DBL HUNG AWNI146 DBL HUNG REVISED 28 JUNE 2014 6" 11'-611 6" — 141-311 4" 5'-411 6" 2'-0' 4" 141-611 6" 4@-0@1 EXISTING CONCRETE GARAGE FLOOR 12'-0" 38'-3" + PROP. NEW SECOND FLOOR ADDITION 8'-0" COVERED PORCH qty , Cdr 58'-3" + PROPOSED OVERALL BUILDING DEPTH @ 2 NO FLOOR , A"p Oft So 188b A"wTiGrE Arent 0 0 0 0s e e _ e _ e a LI ZING AREA AV [too L c 0 1 2 3 4 5 6 7 8 9 30 15 Li N w NOTE: DO NOT SCALE DRAWINGS AND FIELD VERIFY ALL DIMENSIONS BEFORE OREDER MATERIALS. SCQIe" 1/2" = 1 1 -011 NOTE: ALL CONSTRUCTION AT SECOND PROVIDE: ELECTRIC OPERATED WINDOW SHADES, CENTRAL SOUND SYSTEM, ALARM SYSTEM & SECURITY CAMERA SURVEILLANCE SYSTEM FLOOR IS NEW, UNLESS OTHERWISE NOTE. PAGE # F • . • . • • . • •• • • ,• • • • ` 1 •• . ` 1 1 • . •1 " �N_--N__—_—_—NN____N—N___—_—� • ' 1 '1 . 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NEW SECOND FLOOR BELOW JO a & O 1 1 i V 1 1/2” IDE oILE i SHOWER TUB OILE TUB TUB oILE Q SECOND, 311 11 2” ” 3„ 1 1/2" 211 2" 311 1 1/2" LINE OF ROOF OVERHANG BELOW LINE OF ROOF OVERHANG BELOW L Z �" FLOOR „ 11 11 „ 211 11 311 N O 11/2 2 2 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — � �.. 2 3 3" 1 LINE OF EXTERIOR WALL BELOW / W U COMMON HALL LAUNDRY 3" 3„ COMMON ALL 1 LINE OF EXTERIOR WALL BELOW 1 H DC Q Q BATHROOM ROOM �� I I 1 > OWWWW r 2 ,.-. 211 ----� 21 1 j------�-- 1 1/2" -- >_ 2 1/2„ jy 2" -----�_ i _—T-------i. O w Q O 219 1 1/2" 12 1/2" 11 1/2" 11 1/2" 11 1/2" I I „ H H H 2 2 i/2 1 i/2 1 °�° \ / I > �- � � � a i I I I I I 1 i i i i � KIT. SINK 3" 3" LAUNDRY LAUNDRY Z W W W I I I � � Q I Q I Z Q �C aC �C O 1 SILK WASHER 1 3ot DW I 1 LAV LAV w cc \ / I OV Lu o Q � Lu Lij oaoa W I SHOWER DILE 1 1/2" 2„ 2„ TUB 1 GOILE O L" CONSTRUCT 36" + HIGH KNEE �? CONSTRUCT 36" + HIGH KNEE I m LFL VV) In V) W Q 2 1 O WALL AROUND FLOOR AREA O WALL AROUND FLOOR AREA H H H oc w - c. > >> � FIRST I 2„ 2 1/2" 1 3" o I o — — --- -- � 1 X W W W to FLOOR 2 1 2" 211 21' 1 1 1/2" w I W \ PROVIDE 4 X 4 POST @ HIP / 3 W Q ac a a H „ 311 3" z I z BEAM DOWN TO CONTINUOUS N FJ 1 FJBEARING POINT BELOW OC 1 O tfi v � M M Lu a _I �--1 �--I �--1 �-i V-4 r-1 C.0. r-2uI _ " ® Q Pv1 m 1 m 000000 N N N N N 2 1/2 , W 4 4„ i2„ 12 1/2" i1 1/2„ 1 1 �2J2+ o 4� 1 = 1- Z Z m 1- J EXIST'G CELLAR rp iy w 01 0 I w W = A LL�U � 1 3 1 3 I tL N �a a > p ti BATHROOM I I 1 I N I w �yA -y ti+, o N ti ti a I LAV 1 w x `tip W 1 3 p CO CO �W ��c N / Y wO—+ 8 O N N .� Q nc • SHOWER i DILE I H of � • • 1 F.A.I. 3:0 w w 3„ 1 + O LINE OF 7'-0"CLEAR HEAD 00¢ z I z CELLAR „ 1 _ lj ROOM @ATTIC LEVEL / + u- n 3 � FLOOR PLUMBING RISER DIAGRAM 211 1 3„ 11/211 4 z 03 z \ / o w �j I �Q3 4" C O. C.O. cc w NTS 4 Z 2 X 12 ROOF RAFTERS C 12" O.C. N HOUSE „ TRAPJ I o3 \ / ok 0Q� 4" SANITARY LINE I `'` v 3 Q TO SEPTIC SYSTEM I 0 � o* I ZoLu W 1 1 � LIGHT 2 X 12 ROOF RAFTERS @ 12" _ Q - - — — — — — — — — — — — — — — — — — 1 ----- - ok \ 3 3 0 w� /• C5 \ Z O `B PROVIDE 4 X 4 POST @ RIDGE Z '� BEAM DOWN TO CONTINUOUS BEARING POINT BELOW Z o \ J 2 X 12 ROOF RA ERS @ 12" O.C. x ± I m CROSS SECTION i Q J +Ft\ 2 X 8 COLLAR TES @ 12"O.C. GPS/ 1 W 6'-8"ABOVE ATTIC FLOOR > I j O t4�y\ (PROPOSED UN-F NISHED ATTIC �yA O O O ti STORAGE AREA W/ MAXIMUM / �P 6'-8" HIGH CLEA HEAD ROOM) N \ Q _ NO CIO' tia ' v 1 O Lu O "N \ PROVIDE 4 X 4 POST 0 VALLEY + 1 d E V) N x'-' LIGHT BEAM DOWN TO CONTINUOUS til O 0It 0 zz N(3j BEARING POINT BELOW - 0 0- 3� W W N Z �~ w \ - — — - tal °� N O Q °u O 3 > 2 X 14 LVL RIDGE _ O DO Lu Lu PROPOSED Z W Lot A. Z N Q w x z> I Ic OBSERVATION DECK Z i / / ~ W >- U, - aL cu o v v u_ 8--0-- X 31'-8" W> z H m N 3 P�20POSED TTIC A EA O J (PROPOSED "WALK- + Q O x PROVIDE MECHANICAL WINCH W 10^m w FOR CHANDELIER BELOW w V 13'-6" 21'-O" N V OUT" BALCONY) _ O E O H f d O W %0 G) o °o (PROP, SED FINISHED ATTIC AREA W/ a J H ' Q J �� o uo MAXIMUM/1' " HIGH CLEAR HE14D ROOM) a cn I LL cl_ � xW Q) 2w �U O V P���i' a< w<a LIGHT LIGHT j ', W H 1 F- Lo V NO �,, j u� O= 2 X 14 LVL IDGE 3 1 Q ~ H p 2 X 12 ROOF RAF RS C� 12" O.C. Co. °C/ •\ x 3 ~ N Q�O _ --------A-- m 0 I r Q � � I 1^ V) � DOWN W 11 I Z C 5 'STAIRS 30" 1 1 Q N V W D /RAILING D R - D \ 1 D WN TO EC N FLOOR L VE - -- _ ---_- --- DOOR w 1 'O Lu W Y O 1 — — — — --- - -- - -- / CONSTRUCT 2 X 4 FRAMED WALL 0 LINE OF cc U Z O 1 2 X 12 ROOF RAFTERS @ 12" O.C. _ 7'-0"CLEAR HEAD ROOM @ ATTIC LEVEL N W 1 3 1 Q -' W • x uwOJ I O J 3 3 N LU � O PROVIDE 4 X 4 POST @ HIP �j r2J H CC I O -1 O BEAM DOWN TO CONTINUOUS (PROPOSED UN-FINISHED ATTIC 1� =O Q / = J m W BEARING POINT BELOW O STORAGE AREA W/ MAXIMUM f' + 3 I m Z 00 / Ili 6'-8" HIGH CLEAR HEAD ROOM) FtL\ U. W Z Q < ti�"�, ` t � `"z 3 I Q - HH 3 tn �OQ 1 o=c / m F— w 1 ec 4§ a rC a I w > �� w 't\ Q 3 3 1 > LL A % ILL O 1 W +, Q PROVIDE 4 X 4 POST HIP O Q w I O Fm � Y = L1 BEAM DOWN TO CONTUOUS V 3 Q O Q I Lu /� O BEARING POINT BELOW ri m I H Ln �- 40 � O 1 0 I p/ W O W Lu w N 1 w r FJ / x CROSS SECTION "A-A" '\ o 1 r N O 1 N C) / \ 1L 1 NOTE: PROVIDE W/ FULL THICK O BATT TYPE INSULATION @ 2 X 4 1 REVISED 29 SEPT. 2014 w 1 ----� F%. FRAMED WALLS AROUND FINISHED / • ATTIC SPACE& STAIR ENCLOSURE T — LINE OF EXTERIOR WALL BELOW LINE OF EXTERIOR WALL BELOW LINE OF ROOF OVERHANG BELOW p LINE OF ROOF OVERHANG BELOW � �✓ � l 15.7 % 12 -0 46'-3" PROP. NEW SECOND FLOOR BELOW'' 1 LIVING AREA rj FLOOR PLAN Se1 /411oll 285.6 SF 0 1 2 3 4 5 6 7 8 9 10 15 NOTE: DO NOT SCALE DRAWINGS AND FIELD VERIFY ALL DIMENSIONS BEFORE OREDER MATERIALS. NOTE: ALL CONSTRUCTION AT ATTIC PROVIDE: ELECTRIC OPERATED WINDOW SHADES, CENTRAL SOUND SYSTEM, ALARM SYSTEM & SECURITY CAMERA SURVEILLANCE SYSTEM FLOOR IS NEW, UNLESS OTHERWISE NOTE. PAGE #