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43236-Z
�o\pSUFFOt,�Cp� Town of Southold 2/28/2021 P.O.Box 1179 0 * 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41852 Date: 2/28/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 580 Terry Path, Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-6-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/20/2018 pursuant to which Building Permit No. 43236 dated 11/21/2018 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: single-family dwelling with rear entry platform and outdoor shower stall with no roof as applied for per ZBA#7143, dated 3/15/2018. The certificate is issued to Whitrock,Kevin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0090 9/25/2020 ELECTRICAL CERTIFICATE NO. 43236 10/21/2918 PLUMBERS CERTIFICATION DATED 10/25/2019 ad Piecu u o e Signature sv>E®��coTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ' e 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#: 43236 Date: 11/21/2018 Permission is hereby granted to: Whitrock, Kevin 46 Willow Ridge Dr Smithtown, NY 11787 To: demolish existing dwelling & accessory building and construct new single-family dwelling as applied for per DEC Non-Jurisdiction letter, SCHD, Trustee &ZBA approvals. At premises located at: 580 Terry Path, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-6-20 Pursuant to application dated 9/20/2018 and approved by the Building Inspector. To expire on 5/22/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,718.00 CO -NEW DWELLING $50.00 DEMOLITION $429.70 Total: $2,197.70 uilding Inspector o�gFOL co TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE vy • SOUTHOLD, NY dol � Sao 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#: 42923 Date: 8/6/2018 Permission is hereby granted to: Whitrock, Kevin 46 Willow Ridge Dr Smithtown, NY 11787 To: New Underground Service At premises located at: /�� 580 Terry Path, Mattituck �J l l o� SCTM # 473889 Sec/Block/Lot# 123.-6-20 Pursuant to application dated 8/6/2018 and approved by the Building Inspector. To expire on 2/5/2020. Fees: ELECTRIC $85.00 Total: $85.00 Bu ing Inspector 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 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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 Certifidate of Occupancy-Residential$15.00, Commercial$15.00 Date. ® 0 New Construction: Old or Pre-existing Building: (check one) Ate Location of Property: J�� e House No. 4reet Hamlet Owner or Owners of Property: /f�&�Pv V�L/Ll IV 01% Suffolk County Tax Map No 1000, Section Block Lot C./" Subdivision IV /T Filed Map. Lot: Permit No. Date of Permit. Applicant�75N 1���A.- Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary C ertificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature oF soUP�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 ;r • yo sean.devlin(d-)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Kevin Whitrock Address: 580 Terry Path city,Mattituck st: NY zip: 11952 Budding Permit#: 43236 section. 123 Block: 6 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. Custom Lighting of Suffolk License No. 38893-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceding Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel 200A A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures Combo SD/CO Other Equipment. Notes " Modular Home " " No Visual Defects " Inspector Signature: S.. Date: October 21, 2019 S.Devlin-Cert Electrical Compliance Form As x so�►T��fQ -- Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �� I - .- j f BUILDING DEPARTMENT OCT 29 2019 faun , TOWN OF SOUTHOLD CERTIFICATION Date: Z S219 _ Building Permit No. L-I 302 3 (v Owner: {!V YUP-"r0 C)K (Please print) Plumber:_ 'Brad —? e.cy C (Please print) 1 certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (P tubers Signature) Sworn to before me this day of d19fl1�. �, 20 /,0 y. SUSAN A.RIZZO NAY Public,Mate ofNewYodt No.01 RI6183459 pualified in Suffolk County Commission Expires March 17•2021) Notary Public,�`� County ' �oF suuli o�o # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION-- ___ [ FOUNDATION 1 S "' [ ] ROUGH PLBG. [ ] FOUNDATION 2N [ ] INSULAT.ON [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A � 1 l a=xz I d / � � DATE IINSPECTOR r UF 50Ulyo # # -TOWN OF SOUTHOLD BUILDING DEPT. `ycOU765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKIG O [ ]' FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: & �0w- Vy Lt—vol DATEIdo 0 INSPECTOR �o�aOF SO�jyo� # DEPT. # TOWN OF SOUTHOLD BUILDING 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. - [ ] FOUNDATION 2ND- [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE-& CHIMNEY [ ] FIRE-SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A-liet DATE 1 d/21 INSPECTOR Air Leakage Test Report In compliance with ASTM E-779-10 f Hampton Home Performance Building Address: 580 Terry Path Mattituck, Suffolk OCT 2 8 2019 New York USA 11952 Performed for: Performed by: Test date: 2019-10-23 Associated Test file: ASTM 2019-10-23 1144 Report Number: Unique Property ID Number: Page 1 of 9 10/28/19 /Users/amosmeringer/Library/Containers/com.apple.mail/Data/Library/Mail Down loads/3E1E3685-B8D2-4EE1-9924-3A90DF034DAF/ASTM 2019-10-23 Summary FanTestic version:5.11.46 licensed to: Nu-Tech Energy Solutions i Test date: 2019-10-23 By: Customer: Building Lot Number: Building address: 580 Terry Path Mattituck,Suffolk New York USA 11952 Building and Test Information Test file name: ASTM 2019-10-23 1144 Building volume (cu ft]: 22,842 Envelope Area (sq ft]: 5,176 Floor Area [sq ft]: 2,538 Building Height (from ground to top) [ft]: 26 Results CFM at 50 Pa: 1185.0 Leakage Area (EgLA) [sq in]: 110.5 Leakage Area (EfLA) [sq in]: 55.55 Air Changes per hour ACH50: 3.11 Compliance Page 2 of 9 10/28/19 /Users/amosmeringer/Library/Containers/com.apple.mail/Data/Library/Mail Down loads/3E1E3685-B8D2-4EE1-9924-3A90DF034DAF/ASTM 2019-10-23 Building Information Building ]Measurements Building Volume[cu ft]: 22,842 Envelope Area (AE) [sq ft]: 5,176 (defined as the area of external walls plus the area of the roof and ground floor.) Net Floor Area(Af) [sq ft]: 2,538 Building Height(from ground to top) [ft]: 26 Heating/Ventilation System HVAC Systems Present: Pictures Test Method All intentional openings were set to the operating condition expected during occupancy. Discussion of Results Leakage rate The measured air flow at a test pressure of 50 Pa was 1185.0 CFM which equates to an equivalent leakage area of 110.5 sq in, based on adding up the leakage from all the holes and cracks in the exterior. This leakage also equates to a one inch gap,9.23 feet long. Your home leaks as if there is one hole this size in the wall. Air leakage in your ducts to the outdoors was not measured in this test but can greatly increase the above loss rate and can also cause air quality problems. Repairing this type of duct leakage should be the first priority. Safety concerns Your home may already be suffering from air quality problems due to pollutant sources. A proper whole house diagnostic routine by a certified tester will go a long way to identifying solutions. Whenever changes are made to house and duct leakage, a thorough evaluation of the"house as a system"will optimize comfort,energy and air quality while ensuring a higher degree of safety and protecting the integrity of the structure of your home. Ventilation The air in your home will be replaced with outdoor air every 19.27 minutes on average. That is about 3.11 air changes each hour. This air change rate will provide annual per person ventilation of{EstimatedAnnualVentilationCFMPerPerson} CFM of fresh air each hour which is sufficient. According to the ASHRAE standard 62.2,your home does not require any additional ventilation even when windows and doors are closed. Bringing in air from a clean outdoor location and removing stale indoor air from kitchens,bathrooms and other locations may still be important in order to improve air quality. If air sealing work is undertaken,the air leakage rate must be re- measured to determine ventilation requirements based on the new leakage rate. Page 4 of 9 10/28/19 /Users/amosmeringer/Library/Containers/com.apple.mail/Data/Library/Mail Downloads/3E1E3685-BBD2-4EE1-9924-3A90DF034DAF/ASTM 2019-10-23 Assumptions and warnings While FanTestic software may calculate air leakage results based on user input, use of this software does not in any way guarantee these results. Page 3 of 9 10/28/19 /Users/amosmennger/library/Containers/com.apple.mad/Data/Library/Mail Downloads/3E1E3685-B8D2-4EE1-9924-3A90DF034DAF/ASTM 2019-10-23 Combined 'fest Data(Tested in-one-direction only) - Results Uncertainty Air flowsTp, [CFM at 50] 1185.0 -Air change rate at 50 Pa- [/h] 3.11 ' - - - _ +/-2.6%, _ Flow per'unit floor area'at 50 0.467 +/-2.6% [CFM/sq ft] Flow per unit envelope area at 50 0.229 ; +/-2.6°l [CFM/sq ft] ' Equivalent leakage area at 10 Pa- 110.5 +/ [sq in] LBL Effective leakage area at 4 Pa 55.55 ' +/-6.99/" [sq in] LEED Permeability at 4 Pa [sq in/, 1.075 +/-6,9% 100 sq ft] .-! Air Leakage Test Data Appendixm ' Depressurize Data Set Test Dataset Date: 2019-10-23 ; Start time: 11:19:46 i Environmental Conditions I Wind speed: 0 i from'the Operator Location: u' Inside the building Initial Bias Pressure: -2.17 Pa ; Final Bias Pressure: • -1.16 Pa Average Bias Peessure: ' -1.67 Pa Initial Temperature: indoors:66.2°F. -outdoors: 62.6'F . Final Temperature: indoors:66.2°F outdoors:62.6°F Test Analysis Results Uncertainty Height x Temperature difference: 94 ft°F' ` Air leakage coefficient,C: 72.869 CFM/Pa" +/-11.70 , Exponent, n: 0.713 +/-4.5373 _ Correlation coefficient;r: 0:99793 - _ Air flowsTp: 1185.1 CFM at-50 Pa +/-2.6'- -Air change rate;-ACH: -3.113 air changes per hour at 50 Pa; , -+/-2.6 - Flow /-2.6 -Flow per unit floor area:,, 0:4669 CFM'per sq ft +/-2.6 - Flow per unit envelope area:- - 0.229 CFM per sq ft _ --+/-2.6 Equivalent leakage area at 10 Pa [sq 110.7 +/-4.0 Effective leakage area at 4 Pa [sq in] 55.56 +/-6.9 AEED,Perm6ability at 4 Pa-[sq in/100 sq 1.073 +/=6.9 ft] Page,5 of 9 10/28/19 /Users/amosmeringer/library/Containers/com:apple.mail/Data/Library/Mail Downloads/3E1E3685-b8D2-4EE1-9924-3A90DF034DAF/ASTM 2019-10-23 Measu -66.5 -54.6 -50.8 -47:1 -41.4 -37.3 -32.8 . -28.9 -23.6 -19.3 -14.1 -9.9 red pressu V - - - re [Pa] - - - - Induce - -64.8 -52:9 749.1 -45.4 -39.7- -3S.7, -31.]. -27.2 ' -21:9 -17.6- --12.4 --8.2 Pressu re [Pa] - - - #1' Fan 72.1 47.2 42.7 39.7 33.1 28.0 24.7 21.1 14.9 11.5 Range Press- - -- ---- B - -B ure [Pa] - - Flow 1485 1201 1142 1102 1007 926. 869. 802. 676. 591. [CFM - -1 -2 4 1 - -8 l #1, Fan 47.4 27.5 Range Press C6 ure [Pa] Flow - 428. 3'24. [CFM 0 :4 Total 1485 1201 1142 1101 1006 926. 869. 802. 676. 591. 428. 324. Flow .21 .25 .00 .53 .60 052 154 381 089 817 035 413 [CFM] - Correc 146.9 118.8 1130 1090 996._ 916. 860:- 793. 669. 585. 423.- 321. ted 6 .7 .0 .0 05• 35 04 , 97 00 61,', 55 01. Flow - - - - • -" --. _ - _ .. . .. .. _ _. _ _ [CFM] - -- - -- - - - - - -- - - - - --- - -- . . - - Error 3.4% - - - - - - 2.0% 3.7% 1.9% 4.4% - [%] 3.4% ,1,3.2% 1.2% 0.7°x6 1.3%_ - - ~- 3.4% 1.6% 12 induced pressures each taken for 20 of the required 20 seconds. 12 baseline pressures each taken for 10 of required 10 seconds.- Average-Baselinej- econds:Average-Baseline;AP:--1.67 Pa- Static-Pressure a Static-Pressure Averages: Average Baseline[Pa]' -AP-1.67 - - - - - initial [Pa]- •AP01-2.17 - AP01=-2.17 - AP01+0.00 - LL ' final [Pa] -- - AP02-1.16 - = A002-4.16 AP02+0:00 - Baseline, initial- --2.26 2.28. -1.80- -2.30 -3.28 -1.32 -.-1.90 -2.28 -2.92 -1.83.•- --1.82 -2:10 [Pa] Baseline,final -0.88 -0.58 -1.18 -1.30 -1.32 -0.58 =0.64 -1.02' -1.36 -1.62, ' '=1.93 4.52 ,--Page 6 of 9 10/28/19 /Users/amosmennger/Library/Containers/com.apple.mail/Data/Library/Mail Downloads/3E1E3685-B8D2-4EE1-9924 3A90DF034DAF/ASTM 2019-10-23 - Induced pressure(Pa) (Log)Rout,(CFM) � alQD } GQ � ... CD y M Wl E. CD c� �.. mw �.-. l7 .. ,. ,...4 D 21 ' d 4 m °, 00 v 1 i _ �t .. . .. g ..� g ._. .. ,. D Pi _ ko Test Equipment The following test equipment was used in the performance of the air leakage tests. Gauges ., Fan = ' Fan serial :Fari=Iocation,__ Gauge s _ Gauge Calibration` se►ial , #1 Retrotec 1000 1FN002118 front door DM32 401254 Fan Calibration Certificate Retrotec 10000 Retrotec 1000 IFN002118 Fan last calibrated: (Flow Equation Parameters -131). Published Flow Equation Parameters, Round B1. CFM Range n K K1 K2 K3 K4 MF Open(22) 0.5214 519.6183 -0.07 0.8 -0.115 1 8.6 A 0.503 264.9959 -0.075 1 0 1 12 B 0.5 174.8824 0 0.3 0 1 10 C8 0.5 78.5 -0.02 0.5 0.016 1 10 C6 0.505 61.3 0.054 0.5 0.004 1 10 C4 0.5077 42 0.009 0.5 0.0009 1 10 C2 0.52 22 0.11 0.5 -0.001 1 10 C1 0.541 11.9239 0.13 0.4 -0.0014 1 10 L4 0.48 4.0995 0.003 1 0.0004 1 10 L2 0.502 2.0678 0 0.5 0.0001 1 10 L1 0.4925 1.1614 0.1 0.5 0.0001 1 10 Fan Pressure(FP)is the measured fan pressure when using a self-referenced fan or when Room Pressure (RP) is negative. If using a fan which is not self-referenced,and Room Pressure is positive, Fan Pressure is calculated by subtracting the measured Room Pressure from the Absolute Value of the Fan Pressure. If PrA>0 and fan is not self-referencing: FP= PrB I-PrA If PrA<0 or fan is self-referencing: FP=PrB Flow calculations are not valid if Fan Pressure is less than either MF or(K2 x I RP ). Page 8 of 9 10/28/19 /Users/amosmennger/Library/Containers/com.apple.mail/Data/Library/Mail Downloads/3E1E3685-B8D2-4EE1-9924-3A90DF034DAF/ASTM 2019-10-23 plow In CFM using the above coetticlents Is calculated as tollows for standard Kanges: flow = (FP— (RPI x K1))N + (K+ (K3 x FP)) Page 9 of 9 10/28/19 /Users/amosmeringer/Library/Containers/com.apple.mail/Data/Library/Mail Downloads/3E1E3685-B8D2-4EE1-9924-3A90DF034DAF/ASTM 2019-10-23 WHITROCK Property Situate: 580 Terry Path • Mattituck, NY • 11952 SCTM#: 1000 - 123 - 06 - 20 Photographs taken January 31, 2020 ..w 4 M, > rep..r.nrrr The photograph above (taken facing south) depicts the 5'x10 steps on the eastern side of the existing dwelling y 1•, tu t J a 0 `� �lt ti 0. �r .iii441 One 1 � � '' F._ FIN 6N V liks 001'• � � 00�.. �,��0., 4�': J 'J ,F.� •� �` �.� ,4 ! _. P, OOH O� , �f r. 1kill s4, Ab /1 / ym 6 4 ,k Xia I I ♦577. 01 v'3 f ` u�?� ll �L !� � i { Off•': !'f LTi of ♦ 6 II i !=''x+ a . .. .. / .. �- +'•e, I yya ♦ ���'+yo k,� r, _` •t,, �y���oo �dy ,�1 f - •rAA 4 I , r i 1r • 1P14(I „ � I 4 s4k4, � ' I 1 t � \ t-�4 0 7 3 3 0 � r t o® 40 s r r a, ho Z 6�L as J , t p gs ray /� A� �A�o 0 �9aat P r 4N Ba B o p ;� ya as q04; *, p 3 s• i z Wd ;jL , ., V i 4j- r F � ' 3 I ` s. - s - c o- v r� "FES, � ;:G0 �4 - ....,....-.._,.,,_,...._...,...-,v_.....-_..-.,._- , ..�. -- - - - -- - -� ._ - --- tea, i.• -� -- '.�3 E:� ' CL PeckAu C ust 27 2018 �1 g Professional Building Systems,Inc.2018 72 East Market Street fy r."..FT Middleburg,Pennsyjva�n `1t782-ib •�. xOLD 4. Re: Professional Building Systems,Inc.,Middleburg,PA NYSDOS Systems Approval No.M013-2016-067 Submittal: 68666 Saetta Residence at 540 Terry Path in Mattituck,NY in Suffolk County Dear Mr.Peck, Enclosed please find one(1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has completed a review only of the enclosed documents and found them to be within the approved systems documents on file with New York Department of State Codes Division and comply with the Uniform Fire Prevention and Building Code which incorporates the 2015 International Residential Code as modified by New York State,2017 Uniform Code Supplement and 2014 National Electrical Code. The review provided by PFS Corporation is to verify compliance within the approved systems documents only.The Design Professional of Record is responsible for the accuracy and compliance of the attached plans. To the best of our knowledge,these plans have been found to be within-compliance with the State of New York Rules and Regulations,Department of State,Title 19 (NYCRR), Chapter)OM Division of Code Enforcement and Administration,Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy for your records,review and approval_-Should you have any question,please feel free to call this office at any time_ New York Sincerely, Review Only John E.Baker Staff Plan Reviewer _ °otQ' 08/2712018 iohn.baker(a.pfsteco.com Bl u Gow`,PA Northeast Regional Office D!¢t�1lyslg.ed6yJotinE ft$mr CtkaWdm E 9akeya�F57K4 o% John E. Bake ._ ��� Enc: As stated above. 7. ' �' Cc: PFS—File copy - Donald Thomas, Jr.,AIA(DOS) I018839!?r'115; Id BerwiekRR�: �Ioomsbu ;:PA:I1 ;:r:,r °. ;_ rz rR' INA,�SYOU'G�AN:9UfCIt�O r DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M.CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-Ml " '' ROSSANA ROSADO TELEPHONE:(518)474-4073 j 3 SECRETARY OF STATE W W W.DOS.NY.GOV ti July 6,2018 Mr.CL Peck Professional Building Systems , 72 E.Market St. Middleburg,PA 17842 = - RE: NYS Modular Systems Renewal. NewSYS-TEMIflPROVAL-NUMBER-MO1320fib--0671mpt=-g-MO13::- =00t Dear Mr.Peck: In-reference.toyouur written application-for approval.received August 17,-2016,-to construct Factory-Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Famlly Dwellings(Townhouses)System of Models designated M013-2016-067 is hereby approved to allow such construction in compliance with the NYS 2016 Uniform Code(20151RC&2017 UCS-NYS).This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until July 6,2020 unless sooner revoked,and is subject to renewal at that time.The conditions of this Systems Approval also include the following: Construction Classification: Type VA or VB Maximum Ground Snow Load: -120 PSF - Seismic Design Category: A,B,and C Townhouses shall_be designed-to. Seismic C or DO (Per 2015 IRC Section R301.2.2) Basic Wind Speed: 115 mph to<140 mph Vult Wind speed >140 mph will require engineered design and shall be submitted to the Division for review and approval. Exposure Category: Exp C(standard)Exp D(optional) Climate Zone: 4,5,and 6 Additional Conditions: See the System Cover Sheet for notes on Windborne Debris Regions 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type,production serial number,and approval number. 2. The Division will periodically request permit plan sets be submitted for individual review. Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a'-statement on the cover sheet of the permit plan set that certifies the plans-have-been developed from the original systems set of plans and specifications. _ Additionally,the certifying design professional shall not be in any way affiliated or associated with,themanufacture(s- third party quality assurance agency. The following statement maybe used to provide this certification; - "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on July 9, 2018 Under Systems number M013-2016-067." uo_ Ll eiriilrt OP,P,QR7UNIi-l. ff i4e. P Page 1 of 3 e The approval identified above is limited to all construction that takes place in the factory.Site related work including installation and connection of the building and/or components,foundations,mechanical connections,stairs,decks, etc, is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2015 iRC and the NYS 2017 UCS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2015 IRC and the NYS 2017 UCS and the design methodology associated with the ASCE 7-10 design standard. Individual permit plan sets shall provide as a minimum the following information: Cover Sheet which provides information on: • The homeowner/project name,project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed,live loads,dead loads,flood hazard,etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2015 International Residential Code and the 2016 Energy Conservation Construction Code Supplement of New York State • The Occupancy Classification,Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height'above grade,and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. •- Additionally,you must verrrry the location of the building on the lot according to the 2015 IRC Section R302 "Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only)showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model,all of which need to be used by a design professional in developing the final foundation design. Anchor bolt location and spacing,specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.1 and length-requirements based on Table R602.10.5,including the requirements specified in Section R602.11 for Seismic Design Categories"D0,D1 &132" • Location/type of fire rated wall assemblies • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Materials used in roof and wall assemblies • Insulation locations and types,sizes and"R"values • Field completed insulation assemblies • Building integration details(module connections) Page 2of3 • Location/type of horizontal fire separation and required fire blocking + Roof truss bracing and structural connections (uplift, lateral,etc.) • Attic ventilation + Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 15t finished floor to show need for compliance with R313.5 for automatic sprinkler system.Show building mean_roof height(MRH) • Siding materials • Window types,ventilation and egress area, U values • Statement concerning code required field completed items(stairs,landings, decks,handrails,lighting,etc.) Label emergency egress windows + Applicable project specific notes Electrical Plans showing: • S—m—oke—and carbon monoxide detector locabons • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations + Ventilation fan capacity and outlet locations + Electrical load calculations • Electric panel,Lighting and outlet locations + Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain,waste and venting layout including ail pipe sizes (specific to permit sept ___ _ _ - • Potable water supply piping (specific to permit set) • Type and location of domestic hot water beating system • Type and location of HVAC equipment and duct sizing information + Heat loss calculations(if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions - • Completed"Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports(specific to permit set) • Window and Door Schedules providing manufacturers'information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the New York State 2016 Uniform Code (2015 IRC&2017 UCS-NYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home,model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR,paragraph 1209.5.The Insignia of Approval Order form is available at: htto://www.dos.ny.aov/DCEA/odf/insioniaofAnprova]OrderFormDOS 1962.12df. Please-Note:-Use the System Approval-Number-(at-the top of-this-letter)-when ordering-Insignia. Sincerely "moi o? - Jotin-R.Addad' ,_-PE-Director Division of Code Enforcement and Administration- Enclosures: One(1)stamped set of pdf plans and caics cc: Harold Raup,PFS Corporation, 1115 Old Berwick Rd, Bloomsburg, PA 17815 Page 3 of 3 LOAD CALCULATION(TABLE 220-30 NEC) ON-68666 WAITS OR VOLT AMPS TOTAL AIR CONDITIONING (100%) 0 0.65 0 Z GENERAL ELCTRIC SPACE HEATING 0 0.65 0 Co1VI�ia' LESS THAN FOUR SEPERATLY CONTROLED 0 0.65 0 ;' ? ', , ELECTRIC SPACE HEATERS FOUR OR MORE SEPERATLY CONTROLLED 0 0.65 0 ELECTRIC SPACE HEATERS 0 'USE THE LARGE OF THE AIR CONDITIONING LOAD OR THE DNERSEFIED DEMAND OF THE HEATING LOAD WATTS OR CIRCUIT WIRE OTHER LOADS: VOLT AMPS AMPACITY GAUGE AREA GENERAL LIGHTING (AREAx3) 2530 3 7590 20/15 12/14 SMALL APPLIANCES CIRCUITS 3 1500 4500 20 12 LAUNDRY 0 3000 20 12 FURNACE 3000 30 10 DRYER 5000,_ 30 10 WATER HEATER 4500 25 10 RANGE 13500 20 12 DISHWASHER 1200 15 14 GARBAGE DISPOSAL 0 20 12 BATHI#1 1500 20 12 BATH#2 _ 1500 20- 12 BATH#3 1500 20 12•~ BATH#4 0 20 12 - BATH#b 0 20 12 ELEVATOR 0 30 10 SUBTOTAL 46790 FIRST 10KW OF OTHER LOADS @ 100% 10000 REMAINDER MULTIPLIER REMAINDER OF OTHER LOADS @ 40% 36790 0.4 14716 TOTAL CALCULATED LOAD 24716 TOTAL LOAD MULTIPLIER REQUIRED SERVICE SIZE 24716 240 103 AMPS INSTALLED PANEL SIZE 200 AMPS PG. 12 � REScheck Software Version 4.6.5 Compliance Certificate Project -ON-68666 Energy Code: 2015 IECC Location: Mattituck, New York Construction Type- Single-family { t Project Type: New ConstructionsA Conditioned Floor Area: 2,530 ft2 F'•y. Glazing Area 20% 7� Climate Zone: 4 Permit Date: ` Permit Number. 3 ' :'$05'2 Construction Site: Owner/Agent: Designer/C {`h � s. 4� 540 TERRY PATH SAETTA WHTTROCK PROFESSIG...,. MATTTTUCK,NY 11952 MODULAR MAN INC 72 EAST MARKET STREET P-O_BOX 916 MIDDLEBURG;PA 17842 QUOGUE,NY 11959 570-837-1424 (631)288-1749 Compliance: 7.9%Better Than Code Maximum UA: 407 Your UA: 375 Maximum SHGC: 0.40 Your SHGC: 0.34 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies bl' or Periine A. CEILING:Raised or Energy Truss 1,265 38.0 0.0 0.025 32 Wall 1:Wood Frame,16"o.c. 2,589 21.0 0.0 0.057 116 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 428 0.300 128 SHGC:0.34 Door 1:Glass 82 0.360 30 SHGC:0.32 Door 5:Solid 37 0.270 10 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,265 19.0 0.0 0.047 59 Compliance Statement- The proposed building design described here is consistent with the building plans,specifications,and other - calculations-submitted-with-the-permit application.-The-proposed-building-has-been designed-to-meet-the-2015-IECC requirements-in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. PROFESSIONAL BUILDING SYSTEMS 8/22/2018 Name-Title Signature Date Project Title:ON-68666 Report date: 08/22/18 ---Da a filenamerMA600=68SWRCir. Page I o REScheck Software Version 4,6,5 Inspection Checklist Energy Code: 2015 IECC- Requirements: 0.0%were addressed directly in the REScheck software Text in the"Comments/Assumptions°column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met'and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. *ta. "a`�: Y' �•: -iczytkv- •� *" '� -a t,�""� c �-vT' s� aa� `3� a`� '� .i.��as a, ,.-'�`�:a •"5.�x;$K ' L�-'``._'�'et—� bg�`?+. �,,,�q. u �• IrfsY7 eVre 4 � ra a� dS ,EEFie �: jYI S "` _Z3���y §gygE a}+� � ...� k�, .,H � ��5�•-.ty�r•'.•�:1� '�.�' � 1�.. 4+. kzA :as,*tr ';.'S:�7'ALEO� "4 a ,°fs? ; �hd7 a; � i �+.s'a'vdE -,�U��t`�' ...;'N PS;= •�'`'`"�`'`"j`� 'c r"`, �hl' 103.1, 1Construction drawings and ; r= its `` : ❑Complies 103.2 documentation demonstrate .��"` ❑Does Not _s [PR1)1 :energy code compliance for the " 4 ❑Not Observable ;building envelope.Thermal �����' �n�;;,�.���� �� ❑Not Applicable 1 envelope represented on = a � ,,w,� x ; , q x x I (construction documents. :p �,'� ' 103.1, ;Construction drawings and �` �' ❑Com lies 103.2, documentation demonstrate ❑Does Not 403.7 !energy code compliance for � �'� [PR3)i ,lighting and mechanical systems. Not Observable I ;, � � "r:`j >" ❑Not Applicable Systems serving multiple �• � �� !dwelling units must demonstrate ;compliance with the IECC 1Commercial Provisions 3 Heating and cooling equipment is; Heating: 1 Heating: 1❑Complies U017 ,. sized per ACCA Manual S based 1 Btu/hr Btu/hr 1❑Does Not ¢ x on loads calculated per ACCA 1 Cooling: 1 Cooling: 1❑Not Observable 1 � Manual or other methods 1 1 1 1 Btu/hr Btu/hrNot Applicable 1 approved by the code official_ I I ❑ Additional Comments%Assumptions: 1 High Impact(tier 1) Medium Impact(Ter 2) Low Impact(Tier 3) Project Title: ON-68666 Report date: 08/22/18 Data filename: M:\60000\68666.RCK Page 2 of 9 - ..'�i;,�=;r 3.�;:i-�',t "„Sxs�x_ ;.i% -xsY=s k°.,...,x.. --":s w'- -z�`c�.��```e3 w_ ,,^-;;;.,+. -"�..a*�.:1'...fi�xtt.w�.a.r�.�3:�'�;`,=�:t'.=: ,:�..`��,.ra�•,�„�_r"__ �'+ }�{"�.a^; >-':`-�e�`.,�; .:x•n�:�i...a�+�'=s{ - MK. �a ._ Vis;.,. '�.M`„+�,-; h' k =$eGt10►7a ter..- r�: �fi,�, 'a>x�F>�.� ,. : V ". .r''� :. �`t' a";i,'F• �- ... �,� .r,,:s,•.::m,^�a r� r:...;,1. .°s,�.�_:'..•..w ,�p„s i ..:�`�» -as�.'�::� � �`,�'+� .,_ `�`.�",u�”tea " --- ��. n`'w��+�' �ss <`=.,�tSt•��Y.r.:� �..,.r .�'�4` s vnc7gre'his` arFw, . v�vria lies' H _ r,� vr�in'''nes��+ssum 3va:s •� - „��. �e�r-,A,iw'�G��.�-. TOM ti{ �,.ti�a �?�. '�- :r�' �� �3 �,n �;-�,.5•r,�� -.ham,_..� x�� .:��w:;�- � Sr"�+� N �SCY.I�t:L]:'�i�,;�: .;�`„',���-� ;SS�.�-n"st.-, b�,•ot,,'�.,ar�r_, .,- a�y.�.,,�T�" �`�z�-,m ,*,:."*Aft: - .:a;s.>_ rrc z,`- KK- " ,�„c e�, %;,:�`��, �' •$..- r&6Y'•c.-�,'�_ ..x,• r_�yw`'�=,`*'fw .a l�a,�:. `�;.��,.�w;,.�..:•-sa�.-? �.�', �x�f.•�,'��_ '�z��� �'�."•"`6;' 0311 'A protective covering is installed to ❑Complies OkJ ? :protect exposed exterior insulation •❑Does Not FR ; t, and extends a minimum of 6 in.below ;❑Not Observable' roh ' grade. I ❑Not Applicable dba3 Snow-and ice-melting system,controls;❑Complies installed. ❑Does Not ' az - ❑fdot Observable ,❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) v Medium Impact(Tier 2) n 3t Low Impact(Tier 3) Project Title: ON-68666 Report date: 08/22/18 a a fi ename: :SODUOX6S6W.KCK-- ---- - age 3 of 9 _ Id aIBtm r Fler `s ,sa- -, t"' ?.�..,x'„ s�a '",;} . %'.-5• ."x.. "�-',�,"-3 .� 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies I See the Envelope Assemblies 402.3.4 i !❑Does Not ;table for values. [FR1]1 hNot Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values. 402.3.3, 402.5 ; ;❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 1.1-factors of fenestration products 'F � " � � ���h ?`- �- ❑Complies [FR4]1 .are determined in accordance ❑ 1 with the NFRC test procedure or � � Does Not 'taken from the default table. .a + "� _ El Not Observable ' ❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier ❑Complies [FR23]1 1ristalled per manufacturer's ?', f ❑Does Not�instructlons. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built � a � ❑Complies ; [FR20]1 !is listed and labeled as meeting � `' " `` �� �� ❑D 1 � - ;� .�` � r, oes Not , AAMA/WDMA/CSA 101/1.S.2/A440 ,.. , ❑Nat Observable ' ar has infiltration rates per NFRC ,,� �'�. �� ' '��•�:� � ,� , .400 that do not exceed code � � � � a '� ,� ❑Not Applicable , limits. `` �c ,a 4�b IC-rated recessed lighting fixtures Complies , li sealed at housingfinteriorfinish a ❑Does Not � and labeled to indicate s2.0 cfm leakage at 75 Pa. "'.` ❑Not Observable rs . ` ❑Not Applicable 403.3.1 'Supply and return ducts In attics � �� ° ❑Com lies ' [FR12]1 ,insulated>=R-8 where duct is ❑ >=3 inches in diameter and>_ Does Not �� y �" `x ❑Not Observable ' R-6 where<3 inches.Supply and .�'_ �Fx ;_ .r ; ❑Not Applicable return ducts in other portions of - � ; ;the building insulated>=R-6 for ;diameter>=3 inches and R-42P. for<3 inches in diameter. = ' 403V35 Building cavities are not used as ❑Complies ' FR1 :„ ducts or plenums. �Yv xG,DDoes Not ° - ❑Not Observable ❑Not Applicable a� _ ? HVAC piping conveying fluids I R- ; ' ' �,,� R- ,❑Complies , 7a1 z" above 105 2F or chilled fluids ;❑Does Not w below 55 2F are insulated to>R- ❑Not Observable w + 3. ��° PNot Applicable x. v •, . 403.4.1 ,Protection of insulation on HVAC '��„ � � �� ❑Com fes p - [FR24]i ?piping. - s ;yam ;4 -.` DDoes Not ❑Not Observable ' ❑Not Applicable 40 . 3 , .fl Hot water pipes are insulated to ; R- ; R- ;❑Complies ;❑Does Not ❑Not Observable ❑Not Applicable Automatic or gravity dampers are ' ❑Complies '[E � "installed on all outdoor air _ � �� � - El Does Not intakes and exhausts. ,. ' : . 5 ❑Not Observable ❑Not Applicable 1 I High Impact(tier 1) Medium Impact(tier 2) ; Low Impact(Ter 3) Project Title: ON-68666 Report date: 08/22/18 Data filename: M:\60000\68666.RCK Page 4 of 9 Additional Comments/Assumptions: - - -- ------ —- - !-------- -—--— --- - ------ 1 High Impact(Tier 1) � Medium impact mer 2) Low Impact(tier 3) Project Title: ON-68666 Report date: 08/22/18 data- ilenamee—M.\60000\6866GRCK— Page 5 of 9 B 03n All installed insulation is labeled V ' ` �'' ❑Complies 11 '� or the installed 11-values r u W Does Not 0�"-�" � .t � -` , ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;El Wood PDoes Not table for values. [IN1)1 I❑ Steel 1❑ Steel ;❑Not Observable ❑Not Applicable nPr 303.2, ;Floor insulation installed per � _ �`'aa- d... • •.`� ❑Complies ; OZ127 manufacturers instructions and ❑Does'Not IN2 4 m substantial contact with the underside of the subfloor,or floor, '� �� a. �❑Not Observable iframing cavity insulation is in �` _ .' []Not Applicable l contact with the top side of '- , ;sheathing,or continuous �• k a: insulation is installer)on the !underside of floor framing and extends from the bottom to the !top of all perimeter floor framing members. 402.1.1, ;Wall insulationR-value.if this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wail with at least'h of the 1❑ Wood ;❑ woo ;❑Does Not table for values. 4022.6 ;wall insulation on the wall ;❑ Mass ❑ Mass ![:]Not Observable I [IN3)1 exterior,the exterior insulation ISteel to requirement applies(FR10). E] i❑ Steel ❑Not Applicable 303.2 :,Wall insulation is installed per =r � � Complies I [IN4)1 manufacturer's Instructions. ;L,.; ,2= ❑Does Not ; ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) .; Medium Impact(Ter 2) Low impact(Tier 3) Project Title: ON-68666 Report date: 08/22/18 Data filename: M:\60000\68666.RCK Page 6 of 9 .s}...,.�-�. ^^�„>,,..,g r .,a -_..*'•?,r+,,°�,�.`:rYcq,�<-..cz_+d�j.�'�w iy��<^ ",,;,'�, tom; ua-rj a�+n^.. ::� � _ 'acsY a ..., > _ re"2t:S#.„ '"- $ r .+.:. r°tye','.` .4,a = - ,",r -,'>'`.?ga.'�",..,v, ,ts=« ,.r �:;F ''� ,.t•,:. ':.';`' t''. ''.—'"'_ v {ter ✓. .. .�-.�.:i' �.',i.: .r •:..r`'.'+�- - xi�: ,e_.x���_s��...., :P�.InS' e_I7fC1. .�.�lld'r !e'Iiied_^'.'_,'.-� =s _- .t�. . ...f�`�^.?` +�..a..a.-L. _:,_�.. %c?mpl9cs' CPA. 111s uL P Hi 1S ; .RB iDt .a r+r i/a111'Ez` iaSw ": ��?,i.e4�,,r-FYa�aiTall»�,xz'��t rt ksT, ... �-k�:�.SS.js"%,;,'r_,4•�+-'s��i= �'7?s'zu3 ;�µ�i%*"�9_s?j;.*�w;•+�,.:c�dr j a•,� 402.1.1, ;Ceiling insulation R-value. 1 R- 1 R- 1❑Complies 1See the Envelope Assemblies 402.2.1, is. 402.2.2, ;❑ Wood ;❑Does Not table for values 402.2.2• ' 1❑ Steel ❑ Steel ![-]Not Observable 1 402.2.6 ' [Fl1j1 ; ; 1❑Not Applicable 1 1 I 1 1 I I I 1 1 I 303.1.1.1,:Ceiling insulation installed per 4 .'f'z � ' "` '�k❑Complies 303.2 manufacturers instructions. §�:. a $ j { ❑Does Not [F12] !Blown insulation marked every ;300 ftp. b -nit Not Observable ' x �, e� > []Not El Not Applicable �, 4b,2?�:33 Vented attics with air permeable �._ ` ❑Complies Ft22Y �` r [- j? insulation include baffle adjacent ; ❑Does Not to soffit and eave vents that ' ❑Not Observable ' _ extend5 over insulation. ❑Not Applicable 4D . is access a an oor - - mp les [F13]1 insulation>_R-value of the ❑Does Not adjacent assembly. ,❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 1 ACH 50= 1 ACH 50= 1❑Complies [FI17]1 ach in Climate Zones 1-2,and 1❑Does Not <=3 ach in Climate Zones 3-8. 4-Mot Observable ; ❑Not Applicable 1 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 1❑Complies [FI4]1 1cfm/100 ft2 across the system or 1 ft2 1 ft2 1❑Does Not 1<=3 cfm/100 ft2-without air- ,handler @ 25 Pa.For rough-in ; ![:]Not Observable }tests,verification may need to 1 ;❑Not Applicable ___� occur dunng rammg Inspecuon. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 1❑Complies [F]27]1 determine air leakage with 1 ft2 1 ft2 1❑Does Not 1 either:Rough-in test:Total leakage measured with a 1 1 1❑Not Observable 1 pressure differential of 0.1 inch 1 1 1❑Not Applicable 1 w.g.across the system including the manufacturer's air handler 1 1 1 1 enclosure if installed at time of 1 1 1 test.Postconstruction test:Total 1 1 1 1 ;leakage measured with a !pressure differential of 0.1 inch 1 1 1 I w.g.across the entire system 1 1 1 1 ;including the manufacturer's air !handler enclosure. 1 1 1 1 403.3.2.1 ;Air handler leakage designated -� 'P�rr^ ❑Complies 1 [F124]1 :by manufacturer at<=2%of " '"' 'k ❑ !design * rr#� "'�r�,w �"..,`�-,i.�r� .,;;; ' ��`�, , D02S Not I Idesi n airflow. Not Observable ' '*� +.� ^�s���T.�-a;;�yrb• y5,z..aRau`; i -rn; xsh"�xs ❑Not Applicable 4Q3T v Programmable thermostats ❑Complies - - [� .{1?` installed for control of primary "" "" t , � ' "❑ P rY ' j- _ , _* Does Not heating and cooling systems and ❑ r.. s ' ` ' NotObsen►able 1 initially set by to � �� ��,� __•_ 3 �'��' �" , ». ,. codes specifications. 5 EJ Not Applicable 1 4Q3 ?� -Heat pump thermostat installed x „`, ;' "' gr ❑Complies 1 (;E[103?2 on heat pumps. Y ,_= ','s ,x 1 �, .� ;,��;,~'- �, %r� Does Not , Itt' #e f�'a~' ,t ,� ❑Not Observable ' gj` s a-. `fn_o -•��5, �=�;1 �e s�:� :���_4-a����������r=��;�w•a�� ❑Not Applicable , 403'5 Circulating service hot water � r,`i_ ;k "xi "� ❑Complies 1 [fi3�11z ^. systems have automatic or *�� _;` S�. .t. Does Not 1 z« accessible manus y3 I controls. ? ❑Not Observable 1 A tix3 " ={ zxir n Sip ❑Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: ON-68666 Report date: 08/22/18 -- Data-filerf;�-m(e:MA600DOC68666.-RCK--- P age o 9 M .«;3:sah ^ea`i;'"z�, 'a ', .•�a.; «=e� -..st�;,e="',.i.,:.t,=tyn�2;;�;'° ":^:t:'' _.»`c.`'f^'Fzn - f,`z.``-''-"'` 'v`.i"^" i,�`",. ..Y^,t^c......>rysv �.?>s x �z. �,--�� a�. rFia�jgspeetir5� rcfpis�an,s ew r n ;- " 4°Gc!ri� ti .0 n�rltsfAsutnPo s .ice � Y �,. ,_:�_:�,; >.a��.• � �>; P„,?� �� � ^C4_. „.hxr>a?7a «'-..,,v� .•.e= &ic-z. i..^aVdiUe �alUee' `, , e `"•. "".`.Y' s4� '_Fuz.,'..," xa;z.�,, t TA j`.^'y' -' `f N.L. "403a F;,' All mechanical ventilation system _ � � ^ : `� ,. ❑Complies >- .. =; [F125j� m fans not partof tested and listed {° v` � _ IN ❑7 k a ' � D02S NOtHVAC e ui ment meet effic " '" ``q P Y fi 4 ,6 sr p"'and air flow limits. �'�� ^ CINot Observable , "r'` "•�' 4113NotAppiicable x4032'' of water boilers supplying ' Hheat - ❑Com lies r P [F12f systems have outdoor setback through one-or two-pipe heating gam; = ) _- ❑Does Not k =a�' v ME ❑Not Observable , control to lower boiler water ' >. temperature based on outdoor ❑Not Applicable temperature. 4035:Ir Heated water circulation systems ' ,< `` - � ❑Complies [F12$] k have a circulation pump.The � � � x~ „?`., _ <�❑Does Not System return pipe Is a dedicated $sem k• rx ,,.-� "x u. � �, n' ” « ❑Not Observable , return pipe or a cold water supply=,�orf, ,�,_ <.,-x, -�'N�:g��;„��,'�-, �< ,.�- , "I_„ z�dw5';x 's';,"' zz,'`,-• -;,,_ k- l'°i �r ❑NotAPP livablePi e.Gravity and thermos- r, syphon circulation systems are + �. a.�-4�*��.�- y, �-- "4- not resent_Controls for ' Pte' s, P �r�, �11MM `»`•I: ?.?' 3 �u" °o sk s:h E' �e a' '"u circulatin hot water stem '` " x pumps start the pump with signal = ) � .{ ;. v , 'h5 4\. } "for hot water demand within the ;>$,T '' ,s=, :occupancy.Controls + ; automatically tum off the pump %r = when water is in circulation lao3g `° ' t is at set-point temperature andy •4�,'Ki`"="fi -[_'�,s. :ds-x xr'*'t .s `rt, ?x.z." no demand for hot water exists. .' ` „ -F Z [F03_51 2 Electric heat trace systems ' ❑Complies 129]� comply with IEEE 5151 or UL _ ❑Does Not ", �515.Controls automatically �. f � ". _=-, t.> ^'�.. ❑Not Observable ' adjust the energy input to the eN, �'�;31%, ❑Not Applicable heat tracing to maintain the � + desired water temperature in the .�' ,#F_ :�$r,�a-j. 'Z«+�y; ;t:, `s piping. ,-r,aE3L _ ,"arc,' ,,: 403�5:2w.,R Water distribution systems that : s • rt 1= _ ❑Complies , ,.z,':�i '�'n $. -' e"rgr;:B 'a^Yt s*�'' i jE130,j ;a},. have recirculation pumps that �.��� ��-�=�`` r�,x.; ••' _n€�1�' ,�:�.' ❑ I x �; =a �}�' "*,;r. �.,z- ¢�.;.. Does Not , pump water from a heated water [:]Not , '...,, Not Observable I suPP1Y Pipe back to the heated ;,�.��� _. k» r" ❑Not Applicable ry 'k,x"z'' ' _�:�=water source through a cold x;) ,,tt "�5`:��<,^��` ��.��� �`��'�," ��'`'-*�• , water supply Pipe have a - `•�. „, y, ,,r- ;s :m>• $• demand recirculation water system.Pumps have controls z r9i $ zT<, that manage operation ofthe :: Pump and limit the temperature {lt ,�,.` ={ 4Ye I `.. uA;c z of the water entering the cold �-o ,702Z4" water piping to 104.2 ., 403.54 ' Drain water heat recovery units .' a q a ""fK`= '"`" p "p= - x ,.x,: r' " 5 ❑Com Ties [F131i ^ =a , , ❑Does Not j tested in accordance with CSA' ,z , ;"; :' ,' ,, I 855.1.Potable water-side _ k' t ;..,, .�•,tt; =`. • Not Observable ' m pressure loss of drain water heat 4 °r r•="',r { recovery units<3 psi for ' �` ''" ' f' El Applicable ° , PP individual units connected to one 424A, C, ` m , , 7; `F =. 3 or two showers.Potable water- `x "eT MR, �}�,' 45 k? '* <side pressure loss of drain water -t - heat recoveryunits<2 psi for :" „ r����, individual units connected to ��� 'b»���.� '��'�_,�'�"�"``�F""'��>'.� ��+��:'r �•o- I "sg threeormoreshowers. ,G, ^'' ' " :,;x"�$ ten, -f�� ,,.,��'_ "S;� 404.i 175%oflamps oin permanent a5EgR _� tY ❑Complies [F16] fixtures or 75%of permanent ,. , '4 k e '' s � �.�� �� ^ �1 ��, ❑Does Not , !fixtures have high efficacy lamps. ,esua,=� Does nota I to low-voltage A"'5 ❑Not Observable , PPY ❑Not Applicable ,lighting. 404:11 r Fuel 9 lighting have as li htin s = x° F fi> I "'"°_ t ❑Com lies systems Vie. a x§;.y,.,•, .4;<_:`" P F123]3; no continuous pilot light. >'.,t V%;r ,="m= h tx. ❑Does Not 41) ❑Not Observable rN,rt ` 'g ` = ' ❑Not Applicable 1 High Impact(Tier 1) ,OMedium Impact(Tier 2) ;3 Low Impact(Tier 3) Project Title:ON-68666 Report date: 08/22/18 Data filename: M:\60000\68666.RCK Page 8 of 9 '-'';` '-"kz?#';:?:5t; y.: v.Y =ron -, +i'`e 9``f?`,'.,s efr�"�"iY.s= t -'%T4r-'x'-'.y4''�"'^ ?•" x„y'y,� __"e' r ,*r �Y,„"•;;s °. - �^-i-'*"� �"` '�_�_�aa�'^��^�-+� 40compliance certificate posted. zh .. ❑Complies F17 ❑ 1 I `" Does Not , ❑Nat Observable ` ow , � _. = EINotApplicable Manufacturer manuals for - y x ❑Com lies � p tF118]-1 mechanical and water heating_ ❑Does Not a� systems have-been-provided. ' -- ❑Not ObservabTe ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium impact(Tier 2) �Low (Tier 3) Project Title: ON-68666 Report date: 08/22/18 i7eta fite7taYf5 Nt�60DDDC68666:RCi� — --- - - - - ---- - - age 9 of 9 �J( 2015 i cc Energy Efficiency ertific Above-Grade Wall- 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Window 0.30 0.34 Door 0.36 -0.32 Heating System: Cooling System: Water Heater: Name: Date: Comments TRUSS CALCULATIONS I PROFESSIONAL BUILDING SYSTEMS i I ' 2•— 13 1s'�s�• 3112 23 1516 10 20 21 17 i 9 19 1$ _ 1 3 4 4 S 6 2T-6' GROUND SNOW LOAD: 20 Pllsf 30 PSI 40 psf TC DL: 10 psf •BALANCED SNOW LOAD: 20.4 23.1 30.8 psf BC DL: 10 psf TRUSS NO.:7137-27.6 UNBALANCED SNOW LOAD: 36.2 42.72 64,32 psf BC LL: 10 P4 WHERE h<42" JOB_NO.:180069 OPPOSITE SIDE UNB.SNOW LOAD: 8,12 1 6.93 9,24 psf BC LL: 20 P'sf WHERE h?.42" PITCH:7112 UN13ALANCED SNOW LOAD LENGTH: 43 5,01 616'ft BC LL: 20 psf BETWEEN KNEEWALLS SPAN:2T-S" f I APPLIED MWFRS UPLIFT: 26.45 psf WINDWARD AT 90 1117 mph TRUSS CENTERS: FOR 20 pef GROUND SNOW. 18 In O.C. I 16,03 psf LEEWARD AT 901117 mph FOR 30 pef GROUND SNOW: 16 In O,C. 46.43 psf WINDWARD AT 1201155 mph FOR 40 psf GROUND SNOW: 16 In O.C. l 26.37 psf LEEWARD AT 120/166 mph FOR 90/117 mph VVIND; 16 In O.C. APPLIED C'&C UPLIFT; 28.49 psf AT 90 1117 mph FOR 120/155 mph WIND: 16 in O.C. 50.02 Pat AT 120/1S5 mph a psf RAIN ON SNOW SURCHARGE APPLIED. MEMBER INFORMATION: SIZE& MAXIMUM SUPPORT,REACTiONS(ibs): MWFRS UPLIFT C&C UPLIFT MEMBER SPECIES I DL;LL+ DL+LL+ OL+LL+ 0.6 DL+ 0,8 DL+ 0,6 DL+ 0.6 DL+ 1-8 2 x 8 SPF#2 DEAD 20 psf 30 psf 40 psf 9CI117mph 1201155 mph 90/117 mph 1201155 mph 9-12&16-18 2 x 6 SPF#2 LOAD ( GSL GSL GSL UPLIFT UPLIFT UPLIFT UPLIFT 13&14 2 x4 SPF#2 EXTERIOR WALL 435 932 983 I, 1108 -151 -462 -261 -638 19-22 2 x4 SPF#2 MATING WALL 83 I 242 288 312 -1 -40 -20 -73 23 2x6SPF#2 NOTES:1.MATING WALL REACTIONS ARE TOTAL FOR BOTH SIDES. MAXIMUM 2.WIND PER ASCE 7-10,117&165 mph(Vuh)=90&120 mph(Vesd),EXP,D. i MUM DEFLECTION i 3.SNOW PERASCE7.10,20,30&40 psf GSL,Ct=1.1,Ce=1.0 CSI i+ 1/ DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. BOTTOM CHORD 0.884 0.334 618 4.COMPONENT DESIGN IS BASED ON C&C PRESSURES TOP CHORD 0.767 0.399 602 TRUSS UPLIFT CONNECTIONS�ARE BASED ON MWFRS PRESSURES. W 0.308 0.00 i MRLOW EN MEMO,P.C. ' 6512 eDC FORKS RO.,5U(iE 23.8 P.12618N 8006970.27-af RALOGN.NO 21615 I _ Project 68666 � � , W `' Chris O'Brien � Location_2ND FLR MW CLG BEAM Professional Building System / Multi-Loaded Multi-Span Beam - 72 E Market St. [2015 International Building Code(2015 NDS)] Middleburg,PA 17842 (2)1.5 IN x 14.0 IN x 19.583 FTS 2-0Rigidlam LVL-Roseburg Forest Products } Section Adequate By.69.2% " Controlling Factor_Defection StruCalc Version 10.0.1.6 827/2018 9.47:34 AM CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center ..LOADING DIAGRAM Live Load 0.58 IN U406 Dead Load 0.17 in Total Load 0.75 IN 0312 Live Load Deflection Criteria.IJ240 Total Load Deflection Criteria.LM80 REACTIONS A B Live Load 2350 lb 2350 lb Dead Load 710 Ib 710 Ib Total Load 3060 lb 3060 lb Bearing Length 1.36 in 1-6 in BEAM DATA Center Span Length 19.58 it Unbraced Length-Top (l it A= 19583 n Unbraced Length_Bottom 19.58 it Lnre Load Duration Factor 1.15 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS Center Uniform Live Load 240 pif 2.0 Rig'rcliam'LVL-Roseburg Forest Products Base Values � Uniform Dead Load 62 ptf Beam Self Weight 11 plf Bending Stress: Fb= 3100 psi Fb'= 3497 psi Total Uniform Load 313 pff Cd--t 15 CF--0.98 Shear Stress_ Fv= 290 psi Fv'= 334 psi Cd=f_15 Modulus of Elasticity. E= 2000 lrsi E= 2000 ksi Comp_-L to Grain. Fc--L= 750 psi Fc--'= 750 psi Controlling Moment: 14980 ft lb 9.79 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 3060 lb At lett support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Redd Provided Section Modulus: 51.41 in3 98 in3 Area(Shear). 13.76 int 42 int Moment of Inertia(deflection): 405.47 irA 686 in4 Moment 14980&Ib 28559 ft4b Shear 3060 Ib 9338 lb NOTES Ctti m 080526 . AAQFESStO�P� Project 68666 �a Y � _ � •, Chris O'Brien page ...-..f:....-lhln F n IAn Ain"A!U1 n lAl n.IT 1^An `���"°'�" ' t �`��f��"€- ivwav�i.uvv r��P�nVUVY9 �vn vvlPM t �vnv � �'Professionai nuf'iding Jyslern Mul6-Loaded Multi-Span Beam72 E Market St_ 2015 International Buildin9 Cod 2015 or I eNDS t( )) -�. Middleburg,PA 17842 (3)1.5 IN x 9-25 IN x 9.167 FT , 2.0 Rigidlam LVL-Roseburg Forest Products . °k � " Section Adequate By 176.5 � "a Controlling Factor Moment StruCalc Version 10.0.1.6 8/27/2018 9:47.50 AM CAUTIONS 'Laminations are to be fully connected to-provide uniform transfer of loads to altmembers_ DEFLECTIONS Cent.r LOADING DIAGRAM Live Load 0.11 1N U1002 Dead Load 0.04 in Total Load 0.15 IN U755 Lire Load Deflection Criteria:0240 Total Load Deflection Criteria:0180 REACTIONS A B Live Load 1175 lb 1175 lb Dead Load 403 lb 403 lb Total Load 1578 lb 1578 lb Bearing Length ,0.47 in 0.47,in 6EAIUt DATA_ - Center - - - - Span Length 9A7 ft Unbraced Length-Top 0 ft-- - 9Affft Unbraced Length-Bottom 9.17 It Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM!LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 0 plf - --Bad— - - Adf� ---- Uniform 1FWeig ad 90-plf- ------ - - - ----- Bending Stress: Fb= 3100 psi Fb'= 3683 psi Total Uniform Load 10 plf Cd=f_15 CF=1.03 — Shear-Stress. --- Cd=1.15 Load Number One Modulus of Elasticibr_ E= 2000 ksi F= 2000 ksi Live Load.-. 2350 Ib Comp_-Lto Grain: Fc--L= 750 psi Fc--L= 750 psi Dead Load 710 lb Location 4.58 ft Controlling Moment: 7122 ft-lb x Load obtained from Load Tracker_See Summary Report far details_ 4.58 Ft from left support of span 2(Center Span) Created by combining all dead loads and five loads on span(s)2 Controlling Shear: -1578 lb 9.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and Five loads on span(s)2 Comparisons with required sections: Redd Provided Section Modulus: 2321 in3 64.17 in3 Area(Shear): 7.1 in2 41.63 in2 Moment of Inertia(deflection): 71.09 in4 296.79 in4 Moment 7122 It4b 19695 ft4b Shear_ -1578 Ib 9255 lb NOTES A, AR��ESm51'�t� ' Project 68666 a:,„= a =,rte vase Chris O'Brien Location_IST FLR MATE WALL BEAM(GRT RM,DIN RM,KIT]) 'Professional Building Systerm Multi-Loaded Multi-Span Beam 72 E Market St_ [2015 International Building Code(2015 NDS)] ;Middleburg,PA 17842 (4)1.5 IN x 18-0 IN x 19-5 FT ' 2.0 Rigidlam LVL-Roseburg Forest Products Section Adequate By_85.3% Controlling Factor Moment StruCalc Version 10.0.1.6 827/2018 9:48:03 AM ` CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Celiter LOADING DIAGRAM Live Load 0.31 1N U763 Dead Load 020 in Total Load 0.50 IN U465 Lire Load Deflection Criteria 1-1360 Total Load Deflection Criteria.I-Q40 REACTIONS A B Live Load 5363 Ib 5363 Ib Dead Load 3195 Ib 3662 Ib Total Load 8558 Ib 9025 Ib Bearing Length 1.90 in 2.01 in BEAM DATA pmt.r Span Length 19.5 ft Unbraced Length-Top 0 it assn Unbraced Length-Bottom 19.5 it Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS Center 2.0 Rigidlam LVL-Roseburg Forest Products Uniform live Load 0 plf Base ValuesBOLA Uniform Dead Load 0 plf Bending Stress.- Fb Cd=1.110 CF=095 = 3100 psi Fb' Beam Self Weight 27 plf = 2947 psi Total Uniform Load 27 pif ' . Shear Stress. Fv= 29T psi Fv'= 290 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=4-00 Load Number One Two Modulus of©asticRT E_ - 2000 ksi E= 2000 ksi Left Live Load 550 plf 550 pif, Comp.1-toGrain: Fc--L= 750 psi Fc-1== 750 psi Left Dead Load 275 pif 371 pif Might Live Load 550 pif 550 pit Controlling Moment 42947 ft]ti flight fad Load 275 plf 371 pit 9.94 Ft from left support of span 2(Center Span) Load Start 0 ft 9.42 It Created by combining all dead loads and Tire keds on span(s)2 Load End 9-421t 19.5 It Controlling Shear: -9025 lb Load Length 9.42 it 10.08 it 19.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and We loads on span(s)2 Comparisons with required sections: Read Provided - - Section Modulus: 174.89 in3 '324 in3 Area(Shear): 46.88 in2 108 int Moment of Inertia(deflection): 1505.44 in4 2916 in4 Moment 42947 ft4b 79564 fl4b Shear -9025 Ib 20880'Ib NOTES _ BEAM IS TOTAL -< Cr w it'd- t E 1 080526 �. A ©FSSM14N01 Project 68666e ' � page Chris O'Brien , -a sio aBu.ding y�aC:nrw5nn-1ST CSP rlp WtDOWf _O6w Multi-Loaded Mu1fi-S an Beam � p - � .;.� � � X72 E Market St. [2015 lntemational Building Code(2015 NDS)] _ Middleburg,PA 17842 (3)1.5INx14-0INx12-0FT 2.0 Rigidlam LVL-Roseburg Forest Products --_ ,� : _ • ," Section Adequate By.33.4% Controlling Factor_Moment- StruCalc Version 10.0.1.6 82712018 9AB-17 AM CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members_ DEFLECTIONS Center LOADING DIAGRAM Live Load 0.18 1N U783 Dead Load 0.11 in Total Load 029 1N U494 Live Load Deflection Criteria:U360 Total Load Deflection Criteria L240 REACTIONS A B Live Load 3857 Ib 3857 lb Dead Load 2095 lb 2095 lb Total Load 5952 lb 5952 lb 3 Bearing Length 1.76 in 1.76 in BEAM IATA Center Span Length 12 It Unbraced Length Top 0 H Unbraced Length-Bottom 12 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS ' Center 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Live Load 0 plf _-- adiusted Uniform Dead Load 0 plf - Base Values __— - Bending Stress: Fb= 3100 psi Fb'_ '3041`psi Total Urdforin Load 16 plf" Cd=1.,0oCF=0_98- - Shear Stress - - —— -Fv- 2913 psi--F = --- Cd=9_,00 Load Number One' Tim` Three Modulus of Elasticity: E=, :'2000 ksi F'r 2000 ks► . Live Load -.1175 lti ,11751b, 53631b Comp.-L W Grain: Fc-1=-.750 psi Fc--D= -750 psi ,Dead Load,. 4011b 403 m 3195-lb .. Location 1.25 tt 10.75 It 6 ft Contfolling Moment; 27930 J I&- - -, -.` `-Load obtaihed from LcsedTradoe See 5uinrr►ary Report or demos. 6.0 Ft from left support of span 2(Center Span) Created by combining all dead load's and live loads on span(s)2 Controlling Shear: -5952 lb At right support of span 2(Center Span) Created by combining all dead loads and five loads on span(s)2 Comparisons with required sections: Redd Provided Section Modulus: 11022 W 147 in3 Area(Shear): 30.78 in2 63 iri2 Moment of Inertia(deflection): _ 500.1 in4 1029 in4 Moment 27930 ft4b 37250 ft-lb Shear -5952 tb 12180 Ib NOTES _ ,, f I ENG1NEENS INC. PLANNERS CONSULTANTS 309 NOPM4 CAKLANO AVENUE • P.O.EIOX 490 NAPPANEP,R=ANA 415200 PRONE:874-770-7875 WOM WWW.NTAIN0.00M FAX:574-"=--1--73f3 CLIENT: Professional Building Systems DATE: 7/30/2018 I .IOB NO: PBS072718-16 f PROJECT: 68666-NY a REFERENCE CODE: ASCE 7-10 { MODULE DuvMSIONS; 46'-0"x 27'-6" ROOF SwrrdTRUSS TYPE: 7/12 GROUND SNOW LOAD: 20psf WND LOAD: Vu1t=140riph Vasd=109mph Exp.D CALCULATION INDEX I Page Description 1.1-1.8 Design criteria and load combinations 12.1-2.2 Diaphragm design 3.1-3.33 Shearwall design of N� � 4.14.3 Shear joist design ���Ptd W•BORA ��, 5.1-5.2 Connections CO Q7 i O � 9342' Aug 16,2018 f RIBA VIOLATION aF NEW YORK E11UCATION LAW ARTICLE 146 FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFALICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT IN ANYWAY. i NOTE; These calculations are applicable only to the structural elements and loading criteria specifically noted herein. i i These calculations shall not be construed in any way to specify, certify, or design any aspects of the structure not I i eoiilaitied herein. Structural elements not contained herein are to be constructed in accordance with the prescriptive ! requirements of the adopted building code or designed by other registered design professionals, as applicable. Specified design criteria are based solely on information provided by the client and must be.verified and approved by the local authority having jurisdiction. NTA,Inc.is not responsible for fabrication or erection. If it is suspected that the calculations listed in this index have been modified,substinited,or altered in any way,contact NTA,Inc.directly to 1 obtain afile copy. NTA, Inc. holds the following Certificates of Authorization to offer engineering services under the name of a corporation;AL CA-3760-E;AK AECC1245;AZ 15478-0;AR 1953;CT 1385;DE 3112;FL 8463;GA 2527;)D C- i 589,IL 184.00567;KS 1454;KY 2925;LA 2393;MD 48065;MS 2056;MO 2009010402;MT 969;NE CA1981;NV 6285;NEI 1822;NI 24GA28140400;NC C-3412;NJ)330PE;OH 3274;OK CA3705PE;RI PE.0003644-COA; SC 3977; SD C-2655; TX F-10672; VA 407005528; WA 2638; WI 3330-11; WV C00381-00; WY E-1097; Alberta, Canada,13314;Ontario,Canada 100503403, I Calculation Index Page 1 of I 16.1000 IBC Criter!a 2015-01 27 2018-07-30 10:07 AM, Input Page 1 of 1 Design Criteria Summary Client: Professional Building Systems Job Number: PBSD72718-16 Description:68666-MY ! f Location(s):IBC SDC C Substructure: -Plan Dimensions: Vertical Dimensions Roof Configuration: ' Ridge Length,B= 46.00-it -Stories-Above' -Graft-n- -2- Framing Type: Cape Tess Gable Width,L= 27,50 ft Max Blocking Height,hl,= 18 in. Roof Slope,a= 7 00/12 pitch I f Module Width,L,= 13.75 it Sidewall/Eave Height,ha= 244 in. Sidewall Overhang,LOO= 12 in. Min,Mean Roof Height,h= 15 ft Endwall Overhang,Bm= 12 in. Roof Cavity Insulation,R= 30 ! Uniformly Distributed Design Loads: ' Ground Floor Roof Olher,Floors(above,gioulm) ! Floor Live,L= 40 psf Top Chord load= 31.0 psf Floor Live,L= 40 psf Floor Dead,D= 10 psf Top Chord Dead Load= 10 psf Floor Dead,D= 10 Vsf M11 ma- oa , w= 5 psf Loft Live load,L= 20 psf Wall Dead Load,Dw a 5 pg f Wall Height,h,,,= 108 in. Bottom Chord Dead Load= 10 psf Wall Height,hw= 98 in. 1 Misc.Design Parameters: Seismic Loads: Risk Category: 11 Seismic importance Factor,IF= 1.00 Mapped Coefficients: Sa= 0.55 g Roof/Snow Load: 81= 0.139 Ground Snow Load,P®= 20.0 psf Response Coefficients: Sag= 0.48 g Ground Snow Load NY,PaNY= 22.1 psf SDI= 0.199 Min.Design Load,Lr= 17.0 psf Site Gass= D Flat-Roof-SnowL-oad;Pr= -15;4-psf_ -IBC Design Calgary- D -— Sloped Roof Snow Load= 15.4 psf IRC Design Category= C ! - Max.Unbalanced-Load,Pay - 'LO-p g-Systert�-------------------- , Snow Exposure Factor,C,= 1.0� A13 Light4rame walls with woad shear panels Snow Load Importance Factor,6 1,g0 Response Modification Factor R= 6.5 Thermal Factor,Ce;= 1.1 Design Base Shear Cs= 0.08 W VAi d Loads: --- --- - - I Wind Speed(Vasd)= 103 mptf' Wind Speed(Vultj= 140_n Wind Exposure= D== Flood Leads: Site Specific flood loads have not been assessed In this Internal Pressure Coefficient= -+p 0.118 analysis. For Buildings located In flood hazard areas, Mean Roof Height= 2&1-ft as established in Soaon 16123 of the 1SC,floods loads ` must be considered as required by Section 1612 of the ma I Components and Cladding toads Furthermore when required,the design infonnafion End Zone- Interior Zone required by IBC section 16031.6 must be provided on the Component (psf) (psf) construction documents. W +34.4/-46.1 +34.4/-37.4 j D +29,31-3&8- +29.31-32.2 ` Roof Cladding +31.5/-40.3 +31.5/-34.4 Overhang 58.4 -58.4 MOTES: 1.Equivalent ground snow load at a thermal factor of 1.0 for use with the NYBCINYRC ground snow load map. • --- ---- --- -------- -— -- --- --- ---- ---- -jet I 16.100D IBC Cnterra 2015.01-27 2018-073010,07 AM I - Wind Page 1 of 4 ENind Load Calculation Client: Professional Building Systems Job Number: PBS07271846 Description: 68666-NY Building Geometry: Loading Conditions: Height Above Grade: Ridge Length,B= 46.0 R Wind Speed,Vw= 109 mph Sidewall Eave,z= 21.8 ft Total Width,L= 27.5 ft Roof Peak,z= 30.4 ft Biocidng Height,hb= 18 in. Exposure Category: D Mean Roof Height,h= 28.1 ft SidewelUEve Height,h.= 244 in. Topographic Factor,Ka= 1.0 Roof Slope,a= 7.0!12 pitch Height&Exposure,4= 1.13 Component Dimensions: Roof slope,a= 30.3 deg. Directionality,Kd= 0.85 Stud Height.hs= 108 in Sklewall Overhang,Lc„= 12 in. Wind Pressure,9h= 29.2 psf Truss Span,is, 165 In Endwall Overhang,Ba,= 12 In. Internal Pressure,Go,= 0.18 -0.18 Main Windforce-Resisting System Loads(HEM): Normal to surface i 1 2 3 4 5 6 1 E 2E 3E 4E - Trans +GCpi 11.1 0.9 -17.8 -16,1 -18.4 -18A 14.9 2.6 -20.7 49.3 -GCpi 21.6 114 -7.3 -5.5 -7.9 7.9 25.4 13.1 -10.2 -8.8 , Max 21.6 11.4 -17.8 -16.1 -16.4 -18.4 25.4 13.1 20.7 -19.3 Long +GCd 6.4 -25A -16.1 -13.7 -18.4 -18.4 12.6 -36.5 -20.7 -17.8 -GCpi 16.9 -149 -6.5 -3.2 -7.9 -7.9 23.1 -28.0 -10.2 7.3 i Max 16.9• -25A -16.1 -13.7 48.4 -18.4 23.1 -36.5 -20.7 -17.8 l Summed and Projected HORIZONTAL LOADS VE_RTICAL LOADS MAMMUM HORIZONTAL WALL LOADS End Zone Interior Zona End ZoneInterior Zone Wrrtdvrard Overhang Zone Wall Roof Wall Roof WW RD01 LW Roof Nin"Roof LW Roof End Interior 1E 4E 1 4 , Trane 342 23.4 27.1 18.7 18.1 -20.7 11.4 -17.8 -15.3 -172 25A -19.3 21,8 -16.1 Long 30.4 23.4 20.1 18.7 36.5 -20.7 -25.4 -16.1 -54.6 -43.5 25A -19.3 169 -137 Components and Ciaddind toads(C&C): C&C End Zone Distance,a= 3.0 ft Area Pressure(psf) Area Pressure(psf) Roof Components: W) Pos Neo Wall Components: (fe) Pos Neg Zonal., Maximum 10 31.6 -34.4 Zone 4: Maximum 10 34A -37A f Minimum 50 29.5 -30.4 Minimum 100 29.3 -322 I Truss!Rafter 63.0 292 -29.8 Door 100.0 29.3 -32.2 Overhang 1.0 Na -58A Stud 27.0 32.2 -35.1 i Zone 2: Maximum 10 31.5 .40.3 Zone 6: Maximum 10 $4.4 -46.1 ' Minimum 100 28.5 -34.4 Minimum 100.0 29.3 -35.8 Truss/Rafter 63.0 29.2 -35.6 Door 100.0 29.3 35.8 Overhang 1.0 nta -58.4 Stud 27.0 32.2 -11.7 I Zone 3; Maximum 10 31.5 -40.3 Minirimum 100 28.6 -34.4 I Truss J Rafter 63.0 29.2 -35.6 c Overhang 1.0 1 nla -58.4 1 ' i I i i 16.1000 IBC Criteria 2015-01-27 2018-07-3010:07 AM i Snow Page 1 of i " Snow toad Assessment I Ciieni: Professional Building Systems .lob Number: PBS072718-16 - Description:68666-NY 1 Design Parameters: Sloped Roof Snow Loads: Eave to ridge Distance,W= 15 it Ground Snow Load,pa= 20 psf a Cs Pr Exp_ s4 use Fedor,Ca= 1.0 (deg)-- C,-=7.0 C,=-f.1- C,=-i.2- -Ips$ Thermal Factor,C,= 1.1 30.3 0.99 1.OD 1.00 15.4 ! Importance Factor,Is= 1.0 Framing Type: TrussesJOther Snow Density(y): Ice Dams Along Evesz: y=0.13ps+14= 16.6pcf p, =2pf = 15.4 psf but not more than 30 pcf ; c Fiat-Roof Snow Load(p f): Minimum Roof Live Load(l r): p f=0.7CeC,IPB= 15.4 psf R,= 1.0 R2= 0.85 ; Rain on Snow Surcharge. F= 7.0 1 Amax= 0.295 deg L,=20R,R2= 17.0-psf pg<=20 psf prSS= 0,0 psf 12<L,<_20 pf= 15,4 psf Minimum Values for tow-Slope Roofs: Applicable to roof slopes less than Manosiope roofs= 15.0 deg ur nm =7o(rv+OS= 5.2 deg - 2.38 deg -- -----aurin--=--15 0-de ---- - ------------ -- p B <=20 psf p f=I.P = 20.0 psf pa>20 pst pr=201,= 20.0 psf pfmin= 20-0 psf P1= 15.4 pst ; Unbalanced Snow Loads: ! Applicable to roof slopes between.% i arm= 70.00 deg aom=701W•i-0.3= 5.25 deg i a"W"= 2.36 deg 1i governing a fjw�= 2.38 d6d-- i I Unbalanced Loads, Pr w i S= 1.7111 pMV Ridge Length Eave W=le= 20.0 A (psf) 011Will hd= 1.23 ft 4.6 31.0 4.3 15.4 i 1 , Notes:1. Higher loads may apply were sliding snow or drifting occurs due to aerodynamic shade from higher prollons of the building. 2.Applies only to unventilated roofs with less than R-30,and ventilated roofs with less then R-20.No other loads,except dead loads shall be present on the roof when this uniformly distributed load Is applied. jf Ii l 1 ' , i .I 16.1000 IBC Crltena 2015 0127 2018-07-3010:07 AM ' Seismic Page 1 of 1 Seismic Load Calculailon Client: Professional Building Systems j - Job Number.PBS072718-16 Description:68666-NY Location:IBC SDC C Design Classification- Response Acceleration: Risk Category,II Short Period(S,)= 55%g Importance Category,IE:1.00 i-Second Period(81)= 13°dg i Sb Class:D j ASCE 7 Design Category.D IRC Design Category.C i Seismic Resisting System:A13 LighUrama w°affs with wood shearpahals Response Factor,R:8.5 i System Overstrengih Factor,S?o:3 0 Deflection Amplification Fctor,Cd:4,0 Spectral ResponseAeeelemilon: Mapped Site CoeN. Maximum Design Se S1 F. F„ S" SR S" Sar 0.55 0.13 1.36 228 0.75 0.30 0.50 0.20 Fundamental Period., Period Coefficient C7= 0.020 Height to Highest Level,h,= 20.3 ft Ta-C,hX4= 0.192 sea Seismic Response Coefficient: C n;.-0.044SwIB=0.022 Min.For SDC E OF: . - C.= SD3 =0.077 ; R/r8 Cs 0.010 C,.-_�B f' =0.16 R�Ig Design C,= 0.077 6 Seismic Response Coefficient: - Fe C,=1.Rte'=0.092 Design C,= 0.092 Seismic Base Shear: Base Shear Coefficient,Ce= 0.077 W Wnimum interconnection Force. 0.133 x SO= 0.066 w Mn.= 01050 W CScwd= 0.065 W I " w i l'� 16.2512 Lateral Load Cases Gable Detailed 2 Story 2010-03-30 2018-07-3011:00 AM _ 2 Story Detailed Page 1 of 5 Lateral Load Analysis (Two-Siory Puildrng,Flexible Diaphragm) Client: Professional Building Systems Job Number: PBS07271B-16 Description: 68666-NY Building Geometry: Loading Conditions: Ridge Length,B= 46.0 ft Wind Speed= 109 mph Gable Width,L= 27.5 ft Exposure Category: D -Module Width- 13:8-ft Blocking Height,hb= 18.0 in. Height Above Grade: Sidevrall/Eve Height,hB= 244.0 in. Stories Above Grade= 2 Roof Slope,a= 7.0/12 pitch Sidewall Eave(z)= 21.8 ft i Roof slope,a= 30.3 deg. Roof Peak(z)= 30A ft I Sidewall Overhang,Lce= 12.0 In. Mean Roof Height(h)= 26.1 ft Endwall Overhang,BoH= 12.0 in, Foundation Type:Raised floor i I isms c-Destgn Farame } Seismic Use Group:11 ASD Adjustment Factor= 0.7 Ground Other Roof Importance Category,le: 1.00 IBC Seismic Design CaL: D Wall Height,hv,On.) 108 96 n1a Site Class:D IRC Seismic Design Cat:C Wail Dead Weight(psi) 5 5 nla Response Factor,R:6.5 SDs=0.50 Floor/Level Dead Weight(pst) 10 10 20 Cs=0.09 Bottom Chord Dead Weight(psf) - - 10 Seismic Live Load(psQ 0 0 0- Transverse Diaphragm Parameters: Ground Floor Wall Height= 9.0 ft Horizontal Wind Pressure{MWFRS Above Ground Floor Wall Height= 8.011 Net Wall End Zane 34.2 Vertical-RoofProjectlon= - -8:6-ft- -- - ------ -_--interior 27.f — - Mlsc.Framing Height= 1.1 fUievel Net Roof End Zone 23,4 ^1-5_ft---- — --- ------- - ---------- --interior 18�-7 --- -- Ground Floor Endwall Weight= 1238 Ibf = Max.Walt End Zone 19.3 Above Ground Floor Endwall Weight= 1100 Ibf Interior 16,1 Gable Endwall Weight= 1602 Ibf Max.Roof End Zone 20.7 interior 17.8 MWFRS End Zone,2a= 6.0 It Wind Seismic Transverse Lateral Forces Not Weight Net 2nd of 2 Story End(plf) 357 - - Interior(pit) 284 - - Diaphragm(pit) - 590 38 Transverse Walls(Ibflwall) -- 1142 74 t Total Force to Transverse Walls(Ibf} 13515 -- 1970 Level OTM(ft-kip) 108.1 - 15-8 iat of 2 Story End(pit) 328 - Interior(plf) 261 -- - Diaphragm(plt) - 360 23 'Transverse Walls(lbf/walp -- 619 40 Total Force to Transvorse Walls(Ibf) 25921 - 4846 - - -LeveI-0TM(ft=kip)--38572- -= -66.9 - Base of 2 Story End(pil) 224 -- - tntetior(pit) 178 -- Diaphragm(plf) -- 320 21 Transverse Walls(lbf/wall) - 619 40 I Total Transverse Force at Base(Ibf) 34383 - 5954 Total OTM(ft-kip) 423A - 73.6 i i I I i i 16.2512 Lateral Load Cases Gable Detailed 2 Story 2010-0330 2018-07-30 11:00 AM 2 Story Detailed Page 3 of 5 Lateral Load Analysis (Two-Story Building Flexible Diaphragm) i Client: Professional Building Systems ' Job Number: PBS072718-16 Description: 68666-NY Diaphragm Parameters. Horizontal Wind Pressure(MWFRS Ground Floor Wall Heigh o 9.0 it Net Wall End 30.4 Above Ground Floor Wall Height= 8.0 It Interior 20.1 i Vertical Roof Projection= 8.6 It e Not Roof End - Misr-Framing Heigh= 1.1 itilevel 9 1'Merlor - Mocking Heigh 1.5 it 3 Max.Wail End 19.3 Ground Floor SideviallWeight= 20701bm fi Interforl 16.1 Above Ground Floor Sidevlall Weight= 1840 Ibm Max.Roof End - Interior - MWFRS End Zone,2a= 6.0 It t ! Wind Seismic Longitudinal Lateral Forces Net Weight Not [ 2nd of 2 Story(Total) End Max(pit) 245 - .. Min(pli) 138 - - Interior Max(plo 265 - - Min(ph) 162 - - Diaphragm(pit) - 1 D85 70 i Longitudinal Walls(Ibf vat - - 920 59 Total Force to Longitudinal Walls(IbQ 5490 - 2041 Love]OTM(ft-kip) 43.9 - 16.3 Roof Diaphgram Only End Max(pit) 53 - - MIn(ptD 0 - - - interior Max(pit) 87 - Min(plf) 35 - - Diaphragm(ptf) -- 300 32 Roof Force to Longitudinal Walls(lbf) 1164 - 886 Ceiling Diaphgram Only End Max(M 191 - - Min(pit) 138 ! Interior Max(M 178 I Min(pit) 127 - - Diaphragm(plt) - 585 38 Ceiling Force to Longitudinal Walls(!bf) 4326 - 1154 j 1st of 2 Story End Zone(plt) 292 - - Interior(pit) 104 -- - , Diaphragm(plf) - 526 34 Longitudinal Walls Qbf fall) - 1035 67 Total Force to Longitudinal Walla(ibf) 11403 - 3224 Level OTM ft-kl 165.3 - 51.2- Base of 2 Story End Zone(pit) 184 - - Interior(pit) 122 - r Diaphragm(plf) - 466 30. Longitudinal Walls(Ibflwall) - 1035 67 j -- Total Longitudinal Fora®at)Base(Ibf) 15128 Total OTM(ft-kip) 162.1 - 51:7 j i 1 r r i 16.2512 Lateral Load Cases Gable Detailed 2 Story 2010-03-30 2018-07-3011:00 AM 2 Story Detailed Page 4 of 5 Lateral Load Analysis (Two-Story Building,Flexible Diaphragm) Location whiess Governing Transverse Walls Wall Wall Along Length,X R,r R„X d R,d RXd= Lateral Loads ObQ Bracing 2nd Story Line Length (ft) (in.) (klin.) (k) (ft) (k) (It k) Wind Seismic 1 0.0 3966 553 2 8.70833 25.0 2.5 6604 948 3 46.0 3327 469 4 6 7 ' 8 ' - 9 10 E= OA 0 CR,_ — 1t Lace nn M Gavernin Longitudinal Walls Wall Wall Along Eft,Y Ry RX d Rd Ryd2 Lateral Loads(Ibq Bracing 2nd Story Line Length (ft) (In.) (kiln.) (k) (ft) (k) (ft•k) Wind Selsmlc A 0.0 2906 1020 B Z7.5 2906 1020 JI C D E i F G - I H I - J I- --- OA 0.0 -- CRy= - it - Overall J= � Location StiffnessGoverning Transverse Wails Wall Wall Along Length,X R,, R„X d R„d Rxdz Lateral_Loads pbQ Braaing 1statcry Lime -tenth (ft) {in.) (kiln.) (k) (tt), (k) (ft-k) Wind Seismic 1 0.0 6438 1333 - 2 9 16.0 5.0 3362 332 3 9 25.0 2.5 10521 1881 4 48.0 6385 1300 5 6 7 8 g I 10 C%= — 1t Location Stiffness Goveming LongftudinalWalls Wall Wall Along Width,Y Ry RxX d Ryd Rs,d2 Lateral LoadspbQ Bracing 1st story Line Length (ft) (In.) (kiln.) (k) {1t) (k) (k-In.) Wind Selsmic - A -- 0.0- _ 6093 1612 B -27.5 - 6093 1612 ! D E ' F I{ j H 1 I J I B= 0.0 0,0 CR,= — tl I Overall J= — i } i 16.2512 Lateral Load Cases Gable Detailed 2 Story 2010-03-30 2018-07-3011:00 AM 2 Story Detailed Page 5 of 5 Lateral Load Analysis (Two-Story Building,Flexible Diaphragm) LocaSon Stiffness Governing Transverse Foundation wall Wall Along Length,X Rx R,,X d R,,d R,d2 Lateral Loads QbQ Bracing 2 Story Lima Length (ft) (in.) (kiln.) (k) (ft) (k) (ft-k) Wind Seismic 1 DA 17675 2955 2 46.0 17675 3000 t { 3 I 4 5 6 7 e I 9 10 E= 0.0 0 CRx= — ft Location Stiffness Governing Longitudinal Foundation Wall Wail AlongWldth,Y Ry R.X d Ryd R,,ds Lateral Loads(lbf) Bracing 2 Story Line Length (III) (in.) (kiln.) (k) (it) (k) Pt-k) Wind Seismic A D.0 8101 2082 B 27.5 8101 2032 C D E F G H - E E= 0.0 0,0 OR,= — 1t 1 Overall J= — I I I • 23.0728 Design Transverse Shearvrall Systems 2009-05-01 2018-07-3010:07 AM E Diaphragms Page 1 of 2 t Transverse Diaphragm Design Client: Professional Building Systems `• Job Number: PBS072718-16 J Description: 68666-NY i Building Geometry: Wind Loading Conditions: Height Above Grade: Total Width,L= 27.5 It Wind Speed= 109 mph Stories Above Grade= Z.0 Blocking Height,hi,= 18.0 in. EWsure Category: D Sidawall Eave(z)= 21.8 ft Sidewall/Eve Height,hs= 244.0 in. End Zone Length,2a= 6.00 ft Roof Peak(z)- 30.4 ft Roof Slope,a= 7.0412-pitch- Mean-Roof Height(h)= 26.1 it Roof slope,a= 30.3 deg, i Sidewall Overhang,LO= 12.0 in Endwall Overhang,e0= 12.0 In. Vertical Roof Projection= 8.6 ft ? Wall Height= 9.0 it(max.) i Misc.Framing Height= 1.7 ft/level Seismic Design Far fars- Seismic Use Group:H Ground Other Roof Importance Category,la: 1.00 Wall;Height,hN,(in) 108 98 We Site Class:D Wag Dead Weight(pst) 5 5 n/a Seismic Resisting System:A13Light framewaffs tO woodshei rpaw/s FloodLevel Dead Weight(pst) 10 10 20 Response Factor,R:6.5 Seismic Live Load-(psn 0 0 -0 Overstrength Factor,D,":3.0 Deflection Amp.Factor,Ca:4.0 ASD Adjustment Factor=0.7 Seismic Design Cat.:D ---IRC-Seismic Design Gat_C Effective Selsmic We tut st Roof Lave1= —� Sc;= 0.50 - - -' - ---- Effecgve Seismic Weighf at Ftoor LedeG Cs=0.092 410 pif -- •Addrdonal Endwal[bead Weight= 1238 Ibm ; NET Horizontal Wind Loads(MWFRS Dia hgram Loads Walk End Zone 34.2 Zone Wind Seismic Interior 27.1 Roof Diaphgram End(pit) 383 - -- Root End-Zone--214----- - - Intedor(pit)---806 40--- Interior .. 78.7 Endwall•Surcherge Qbf) 60 Wall End Zone- 30.4 Above Ground End Zone(ptf) 364 - a Interior -28.1 Floor Dfaphgram Interior(pif) 290 26 E S Roof End Zane'- - Endwall Surcharge Ib - 80 ! Interlorl Ground Level End Zone(ptt) 182 - Floor Dlaphgram Interior(pit) 145 13 Endwall Surcharge(Ibt) 40 Transverse Diaphragm Design i Roof Diaphragm Sheathing Configuration:7116"Sheathing(Case 1) (Case 1,No Unblocked Edges or Framing Species:SPF - Continuous Joints Parallel to Load) - Fastener:0.131X1.5"Nails Type Ratio Boundary Edge Field Wind -$elsmic Max.Module Length(ft) - !, Unblocked 3 6 6 12 286 , 212 50 - - _ --Rocked- 4 - 6 6 12- 328:_ .._235, - 56 - Blocked 4 4 6 12 - %F3B -$13 75 Fastener:15'x 16 Ga.Staples I Type Ratio Boundary Edge Field Wind- Seismic Max.Module Length(ft) Unblocked 3 6 8 6 178 127 28 i Blocked 3 6 6 6 270,-- ""193 45 Fastener.1.5"x 15 Ga.Staples E Type Ratio Boundary Edge Field WIn'd'-SeIsmlc1 Max.Module Length(ft) Unblocked 3 5 6 12 224 160 37 Blacked 4 6 8 12 333 238 56 i i 23.0728 Design Transverse Shearwall Systems 2009-06-01 2018-07-30 10:07 AM Diaphragms Page 2 of 2 Transverse Diaphragm Design - Above Grade Floor Diaphragm Sheathing Configuration: 19132"Sheathing(Case 1) (Case 1,No Unblocked Edges or Framing Species: SPF Continuous Joints Parallel to Load) Fastener:0.131 x2.5" Nails Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) .' Unblocked 3 6 6 12 309 221 55 : Blocked 4 6 6 12 348 248 62 Blocked 4 4 6 12 464 331 84 i Fastener. 1.5"x 16 Ga.Staples Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 6 178 127 30 1 Blocked 3 8 6 6 270 193 48 Fastener:1,6'x 15 Ga.Staples `Type Ratio Boundary Edge Field Wind Seismic Max.Modulo Length(tt) Unblocked 3 6 6 12 224 160 39 Blocked 4 6 6 - 12 333 238 60 Grade Level Floor Diaphragm Sheathing Configuration: 19132"Sheathing(Case 1) (Case 1,No Unblocked Edges or Framing Species;SPF Continuous Joints Parallel to Load) Fastener.0.131"x2.5" Nails Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 12 309 221 82 Blocked 4 6 6 12 348 248 110 Blocked 4 4 6 12 464 331 110 Fastener:1.5"x 16 Ga.Staples Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 6 178 127 64 Blocked 3 6 6 6 270 193 82 _ I Fastener.1.6"x 15 Ga.Staples - Type Ratio Boundary Edge Feld Wind Seismic Max.Module length(f� Unbkx#ed 3 6 6 12 224 160 81 i Blocked 4 8 6 12 333 238 110 f - I Connection Module Chord Quantity Each Side of Joint (fastener size and position exaggerated Length Force(Fr) Fastener. Fastener: for illustration purposes) (ft) (Ibt) 0.131"x 3"Nails 2.5"x 15 Ga Sta i- -- -- Double top plate 4t} 2246 is 32 45 2842 22 40 50 3509 27 49 60 5053 39 71 70 6878 53 95 80 8983 69 125 l4-ft minimum lap.Fasteners at 2"on center in multiple rows 2" min. apart i Rim Joist Splice 40 2129 17 30 45 2694 21 38 I * 50-1 3326 26 47 ( ' 60 4789 37 87 + 70 6519 50 91 80 - 8514 65 119 _— I 4-ft minimum lap.Fasteners at j 2"on center in multiple rows Z" min. apart i I • ! 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07-3010.06 AM 2-A Page 1 of 3 - Slrearmll Design Client: Professional Building Systems Job Number: PBS072718-16 Description: 68666-NY Wall Line: Bracing 2nd Story,Longitudinal Wall Line 2-A Design Parameters: Shear OTM Wind Shear= 2906 Ibf 23.2 ft-kip Seismic Shear= 1020 Ibf 8.2 ft-16p -Respmse-Factor,R:-6:5 - - - 46'=0"-Length;30'-S"01A Height - IBC Seismic Design Cat.: D 109 mph(Exp D),SDC D Bracing 2nd Story Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Height= 8.0 It Rough Opening Location Overall Wall Length= 46.0 ft Marl; Width Height Type Nark (ft)` (In.) Wind Exposure:Exterior 1 CW13 28.875 37 Window 1 CW13 13.0 3.5625 items Supported:Sidewall 2 CXW155 36.5 65 Window 2 CW13 210 25 Roof Only 3 3 CXW155 32.0 5.75 4 4 Top of Openings= 80.0 In.AFF 5 5 Dimensioning Method:Left Edge 6 6 7 7 8 8 9 10 11 Note:Field fastners spaced at 6"ac for 318"and 7116"panels on studs 24"ec.For 16"oc 12 studs or other panel thicknesses,space fasteners at 12"oc. 13 15 —�- _—_SheanwalLSheathing_besign: __ --____ 16--- I- Perforated Method _ -_--- ---- ---------- ---------- -- ---- —� I Perf.-Wall Length= 46.0 ft Wall Sheathing:7116"Structural Sheathing.7116"x1.5"xi6 Ga Staple 6112 Shear Panel Length= 38.1 ft Back Panel: None Max.Opening Height= 5.4 ft Panel Edge Framing: 1.5-In.edge framing -Pelf.-WaQFactdr® 0:85- 69rn:ming SG: SPF - Wind-Shear 78 plf Seismic Shear= 27 Of Anhorage: Uplift Force= -90 plf Chord Force= 718 Ibf Wall Start:0'-0" Well End:49-V Segmented Method • Wind Seismic Wall Sheathing:7116"Structural Sheathing,7116"x1.5x16 Ga Staple W12 Cumulative Length(ft) 38.1 38.1 Bads Partes: None Design Shear(plo 76.2 26.7 Panel Edge Framing:1.54n.edge framing Mut.Framing SG SPF • I i Segment Layout:(w-r-t reference end of wain No. Start End No. Start End 1 0'-0" 13'-3" 8 2 15'•8" 21'-3" 7 3 23'-B" 321-54--- 8 - 4 35'-6" 46-0" 9 5 10 Choni Force- 718 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Dow*ard) Out-of-Plane Pressure= 18.4 psf(MWFRS) Wind Tone End::- - 41.7 psf(C&C End) Top-ofaiVall Out-of-Plane Shear= 74 pif(MWFRS) 0.6 x Wall DL 24 pit 167 psf(C&C) Pert.SW Uplift -90 plf In-Plane Shear= 76 plf(MWFRS) Bottom of Wail -374 pit Chord Force,P= 718 Ibf --� 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07-30 10:06 AM 2-A Page 2 of 3 Shearwali Design(cont.) Wall Line: Bracing 2nd Story,Longitudinal Wall Line 2-A Compression Chord Member Strength: Chord Force,P= 718 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allawabla Species: SPF Stress CF Co C, C, Stress Load width(b)= 1.5 1n_ F,= 725 1.00 1.60 — 0.70 811 8689 depth(d)• 5.5 in. Ft= $60 1.00 1.60 — — 560 4820 G= 0.8 Fra= 425 -- — — — 425 3505 laid= 17.5 Em.= 440000 — — — — 440000 FE= 1187 j i Sito-Installed Holdown I optionsi Concrete Embedded Strap Noldowrt Preformed Hotdown Strap-Type Holdown(Story-fo-Story) FI Fi / F, I I Connector.&Vson STHD14RJ Holdown:Simpson HDU2-SU82.5 Strap:(1)Sunpson CS22 Fasteners:(38)0.1485 3.25'Nags Threadrod Dia.= 0.625 in. Fasteners:(7)0.13PkM5"Nds Each End Strap Width= 3.0 In. Chord Studs= 2 Qty Min. Strap Width= 1.25 in. End Length= 39.6 In. End Length= sin, Chord Studs- 2 Qty Min. Chord Studs= 1 Qty Min Concrete%= 2500 psi min. End Distance= 1.5 In.min. Holdown Options Conventiorraf Strap Hodown Ph-Bent Strap Hdcrown Preformed Holdawn I`i t 11 1 i 1 I I Strap:(i)Slmpson CS22 Connector.Sbnpron MSTC6883 Holdown:-66Nson HDU2-SDS2 5 Fasteners:(/)O.i3i5 Vflails Each End Fasteners:(8)0.14Wx3°Nags Thmadrod Dia.= 13.6251n. Strap Width= 1.25 in. Strap Width= 3 in. Chord Studs= 2 Qty Min. End Length= 9 In. End Length= in. Plate Washer S'ae i Chord Studs= 1 Qty Min. Chord Studs= 2 Qty Min. "Width' Length Thin. ; 3.0, 0.28 1 I Notes-1. Inset all straps 1.5'from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2.Couple-thread rods-using heavy hex couplers rated for chord force. 3. Plant installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be Installed within 1'of the bottom of the rim joist t i I i I 23 0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07-3010:08 AM 2-A Page 3 of 3 Shearwall Design(cant.) Wail Line: Biwirig god Siory,Longibidinai Wall Line 2-A Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for illustration purposes) ParameterslLoads diameter orstaple size spacing SW Tap Plate-lo-Truss or Blocking Stud Spacing= 16 in.cc #8 x 3"Screw 4 per bay (fastened through 5/8"gypsum) F,= 0 Ibf/bay 910x3"Screw 3 per bay Fz= 222 Ibf/bay 3'Sr0.131"Nail 4 per bay FR= 222lbflbay I Stud Spacing= 24 in.cc #8 x 3"Screw 6 per bay F,= 0 Ibf/bay #10x3"Screw 5 per bay 7 [[ Fz= 333 Ib0bay T50,131"Nall 6 per bay FR= 3"lbftbay i item-Piate-W-Rhi Jolst-er-Moolde Slad-04:iaeing= l—Ja- .a #8-x-3=Sc a pal bay F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 222 Ib#bay 3'x0.131"Nail 3 per bay FR= 222 lbUbay Stud Spacing= 24 in.cc #8 x 3"Screw 3 per bay 4-, F,= 0 Ibflbay #10x3"Screw 3 per bay ' FZ= 333 Ibf/bay 314.131"Nail 3 per bay FR= 333 Ibf/bay ---- ------- -- -- - --- - -- - Sheathing-to-Roof/Ceiling Rail Sheathing Type:OSB 0.099"x2 Nall 2 rows 4-in.cc _ (direct uplift carried by continuous sheathing Sheathing Thick.:3/8-In. 0.113"x2.5'Nail 2 rows 5-in.cc -- -- lapped across to-h- Tensile Strength: 960 plf --- - —0.131"x2.5"Nail -- - - - 3-in.cc — --- - Shear Strength: 2951 plf 711&&.5"x'15 Ga.Staple 2 rows''5-in.cc p� Panel CSI= 0.42 OK 7116x1,57xl6 Ga.Staple 2 rows 4-In.cc Min.Panel Wtdth: 8.0 In. T~' , F 76 plf Fx= 374 pit I FR= 982 pif 1= i 1; Sheathing-to-Floor Rim Joist Sheathing Type:OSB 0.099"x2"Nail 2 rows 44 cc, (direct uplift carried by continuous sheathing Sheathing Thick.: 3/8-in. 0.113")2.5"Nail 2 rows 54n.cc-- lapped across joint) Tensile Strength: 960 pif 0.131"x2.5"Nail 3-in.cc Shear Strength: 2951.04 pif 7116"x2.5"x15 Ga,Staple 2 rows 5-1n.cc l Panel CSI= 0.42 OK 7116"x1.5"x16 Ga.Staple 2 rows 4-In,cc ' s Min.Panel Width: 8.0 in. �, ~` '• F,= 78 pif F2= 7¢p)f FR= 362 pif ; I I f 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07-3010:06 AM 2-B Page 1 of 3 F Shearwall Design C Client: Professional Building Systems Job Number: PBS072718-16 Description: 68OWNY Wall Line: Bracing 2nd Story,Longitudinal Wail Line 2-B Design Parameters: Shear OTM Wind Shear= 2906 Ibf 23.2 ft-kip Seismic Shear= 1020 Ibf 8.2 ft-kip Response Factor,R:6.5 46'-0"Length,30'-5"O/A Height ; IBC Seismic Design Cat.:D 109 mph(Exp D),SDC D Bracing 2nd Story I ' Overall Wall Geometry: Opening>leitnlHons Opening Locations: Wail Height= 8.0 it Rotigh,Openfng Location Overall Wall Length= 46.0 it Mark Width Height Type Mark Wind Exposure: Exterior i CW13 28.875 37 Window 1 C155(2) 1.0 11.5 Items Supported:Sidewall 2 CXW165 36.5 65 Window 2 RO 17.0 0.25 Roof Only 3 C155(2) 73 65 Window 3 CXW155 38.0 8.75 4 RO 96 72 Window 4 Top of Openings= 80-0 in,AFF 5 5 I Dimensioning Method: Left Edge 6 6 7 7 8 8 � 9 10 11 Note:Feld fastners spaced at 6"oc for 3/8"and 7/16"panels on studs 24"oc.For 16"ac 12 studs or other panel thicknesses,space fasteners at 112"or— 13 14 15 , Shearwall Sheathing Design: 16 Perforated Method Perf.Wall Length= 38.0 it Wail Sheathing:7/16'Structural Sheathing,7116'9d.&MO Ga Staple 6/12 Shear Panel Length= 28.9 A Back Panel: Nana Max.Opening Height= 6.011. Panel Edge Framing:1.5-in.edge framing Pert.Wall Factor= 6.73 Min.Framing SG:SPF Wind Sheaf- 108 pif I Seismic Shear= 38 plf Anhorage: Uplift Force= -147 pif i Chord Force= 1178lbf Wail start 810 i Wall End: 46'-W SegmentedMethod Wind Seismic Wal Sheathing:7116"Structural Sheathing,7116'51.5'x16 Ga Staple 6112 Cumulative Length(ft) 26.9 26.9 Back Panel:None Design Shear(pif) 108.0 37.9 Panel Edge Framing:1.54n.edge framing Min.Framing SG:SPF Segment Layout:(wx t reference end of wall) No. Start -End No. Start End 1 8'-0' 17'-0' 6 2 25'-0" 381-W 7 _ 3 41,-9„ 46'-0' a- 4 - 4 g. 5 1t? Chord Force 1178 Ibf each-and of each segment f Shearwall Connection Forces Summary: s Shear Forces: Tension/Uplift Fdi'oes:={_Upward!+Downward) ! c Out=of-Plane Pressure= 18,4 psf(MWFRS) 'Wind Zone' End ! i 41,7 psf(C&C End) Top=of--Wall -308 pif I Out-of-Plane Shear- 74 pif(MWFRS) 0.6 x Wail DL 24 pif I 167 psf(C&C) Peru SW Uplift -147 pif In-Plane Shear= 108 pif(MWFRS) Bottom of Wall -132 pif Chord Force,P= 1178 Ibf -.J• r 23.0727 LFRS Shearwail Design Case Specific 2012-12-03 2DIB-07-3010:06 AM 2-13 Page 2 of 3 Shearwall Design{cont) riait Ltnn: Or.-Ong tad SiOry,LarigRudinai'vraii Line- -B j Compression Chord Member Strength: , Chord Force,P= 1178 IM Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress Cr Co Cr CR Stress Load width(b)= 1.5 in. F,- 725 1.00 1.60 - 0.70 811 6689 I depth(d}=- - 5J5 In._---- F= 350 _ 1.00 1.60 - _560- 4620- C= 0.8 Fu= 425 -- -- - - 425 3506 laid= 17.5 Fnin= 440000 - •• -- - 440000 Fe= 1187 Site-Installed Holdown •p Concrete Embedded Strap Holdown Preformed Hotdown Strap-Type Hofdorrm(Stw4o-Story) P, o ! Connector.Simpson STHDI4RJ Holdown:Simpson HDU2-SD82.5 Strap:(1)Simpson CS18 - Fasteners:(38)'0.148rx3.25'Nabs Threadrod DEC= 0,826 In. Fasteners:(12)0.1315@.5'Nails Each End Strap Width= 3.0 in. Chord Studs= 2 Qty Mln. Strap Width= 1.25 in. --—------ -€nd-Length-=- - 3964n.- ---- —- --- - — - - ---------- ---End-Length - Chord Studs- 2 Qty Min. - Chord Studs= _ 1 qty Mtn. S Concrete 4n= 2500 psi min. End Distance= 1.5 In.min. Plailt-InglaRed Holdown Options - _ - Conventional Strap HoW wn pre-Bent Strap Hotdown Preformed Hddowrf r fL Strap:(1)Simpson CS18 Connector.Simpson LMOB683 Holdown:Simpson HDU2SD57-5 !t Fasteners:(12)0.131'x2.5"Nails Each End Fasteners:(12)0.148"x 3"Naps Threadrod Dia.= 0.625 In. Strap Width= 1.25 in. Strap Width= 3 In. Chord Studs= 2 Qty Min. End Length= 14 in. End Length= in. Plate Washer Size C6bid-Studs"_ 1 Qty Min. chord Studs= - 2-Qty Min. - -Width Length ThIL _=, 3.00 3.0 0.26 7 Notes:1. Inset all straps 1,5"from ends of wall or edges of openings by adding framing members to permit Installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hexcouplemista'for chord force. 3. Plant installed,strap-type holdov+ns must be -'bentrim joist and secure to bottom of rim joist with not less than 4, fasteners,or the lowest fastener on the strap must be installed within 1"of the bottom of the rim joist. i 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2016-07-3010.06 AM I• 2-13 Page 3 of 3 Shearwail Design(cont.) Wali Lino: Bracing 2nd Story,Longitudinal Wall Line 2-5 - I Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for Illustration purposes) Parameters/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 in.oc #8 x 3"Screw 4 per bay ' j (fastened through 518"gypsum) F,= 0 Ibf/bay #10x8"Screw 3 per bay If F2= 222 Ibf/bay 3"x0.131"Nail 4 per bay FR= 222 Ibf/bay Stud Spacing= 24 in.cc #8 x 3'Screw 6 per bay F,= 0 Ibflbay #10x3•Screw 5 per bay I F2= 33310bay 3'5X0.131'Nail 6 per bay FR= 333 thf/bay I E i j '+ SW Bottom Plate•to-Rim Joist or Blocking Stud Spacing= 16 kr.oc #8 x 3"Screw 3 per bay f Fz= 0 Ibf/bay #104"Screw 3 per bay F2= 222[bVbay 39x0.131"Nail 3 per bay FR= 222 ibdbay Stud Spacing= 24 in.cc #8 x 3"Screw 3 per bay F,= 0 lbf/bay #10x3"Screw 3 per bay t F2= 333lbf/bay 39X0.131"Nall 3per bay FR= 333 Ibflbay I Sheathing-to-Roof/Ceiling Rail Sheathing Type:OSB 0.099"x2"Nail 2 rows 34n.oc ; (direct uplift carried by continuous sheathing Sheathing Thick.:318-in. 0.113x2.5"Nail 2 rows 44n.oc j lapped across Joint) Tensile Strength: 960 plf 0.131"x2.5"Nail 34n.oc I i Shear Strength: 29511 ptf 7/16'7 .5 x15 Ga.Staple 2 rows 4-in.oc Px Panel CSI= 0.49 OK 7/1".5 x16 Ga.Staple 2 rows 4-in oc Mn.Panel Wldlh: 8.0 in. F,= 108 Pg 1 F2= 432 ptf !; I FR= 445 pif Sheathing•to•Floor Rim Joist Sheat,Nng Type:OSB 0.099'W"Nail 2 rows 34n.oc (direct upGFf carried by continuous sheathing Sheathing Thick.:318-in. 0.113'X1.5"Nail 2 rows 44n.oc lapped across Joint) Tensile Strength: 960 pif 0.131"x¢.5"Nell 3-in.o0 Shear Strength: 2951.04 plf 7116x2.5")(15 Ga.Staple 2 rows 44n.oc Panel CSI= 0.49 OK 7116'x1.59x16 Ga Staple 2 rows 44n.cc I Min.Panel Width: 8.0 in. F,= 105 plf Fr !: F2= -432 pit FR= 445 plf , , i I l j 23.0727 LFRS She-arwall Design Case Specific 2012-12-03 2018-07-3010:59 AM 2-1 Page 1 of 3 Shearwall Design Client: Professional BUllding Systems `• Job Number: PBS072718-16 0 Description: 68665-NY Wall Line: Bracing 2nd Story,Transverse Wall Line 2-1 Design Parameters: Shear OTM Wind Shear= 3966 IN 31.7 ft-kip Seismic Shear= 553 fief 4,4 fl-kip Response Factor,R: 6.5 46'4"Length,317-5"OJA Height IBC Seismic Design Cat- D 109 mph(Exp D),SDC D Bracing 2nd Story ' Overall Wall Geometry: Opening-Definitions: Opening Locations: Wail Height= 8.0 ft Rough Opening Location Overall Wall Length- 27.5 It Mark Width Height Type Mark (ft) (10.1 Wind Exposure: Exterior 1 CW13 28.875 37 Window 1 CXW155 3.0 5.75 Items Supported: Endwall 2 CXW155 36.5 65 Window 2 EDGE 7.0 9 j Roof Only 3-C155(2) 73 65 Window 3 C155(3) 9.0 2.25 j j 4 C155(3) 109.5 65 Window 4 EDGE 19,0 9 Top of Openings= 80.0 In.AFF 5 5 CXW155 20.0 11.75 Dimensioning Method: Left Edge 6 6 7 7 8 B 9 10 Note:Field fastners spaced at 6"oc far 318"and 7116"panels on'studs 24"oc,For 16"oc 12 i studs or other panel thicknesses,space fasteners at 12"oc. 13 15 shearwall-Sheathing-Desigtl: — ----- ----16---- — — Aerthrated Method `T Pert Wall Length= 27.5 It' - Wall ShdaOrfng:M3�Must use segmented design method Shear Panel Length= 7.0 ft Back Panel:-- I Max.Opening Height= 5.44 Panel Edge Framing:-- - -Pert.VS/alCFaMr-_- 0;56- - - -Min.Fla ngS_G:-- 'Wind Shear= 570 plf ; Seismic Shear= 79 plf Ahhorage: Uplift Force= -1014-pif Chord Force= 8112 IV Wall Start:- WaltEnd:- - segmented Method i Wind S&tsmic WallShealhing 7116"Structural Sheathing,0,131"x2"Nail 3/12 i Cumulative Length(11) 7.0 7.0 Back Panel•None I Design Shear 569.9 79.4 Parcel g (pif) Edge Framing:34n.edge framing , iKn.Framing SG:SPF i - Segment Layout:(w.rt reference end of wail) No. Start End No. Start End 1 0'-D, 7-5" 6 j j 2 24,-0" 27'-6" 7 I 3 8 - — 4 9r _ 5 Chord Force Force= 4550 IV each end of each segment Shearwall Connection Forces Summary: I Shear Forces: Tension/Uplift Forces:(Upward/+Downward) -- Out-of-Plane Pressure= 18.4 psf(MWFRS) Wind Zone End 41.7 psf(C&C End) Top-of-Wali -73 pif Out-of-Plane Shear= 74 pff(MWFRS) 0.6 x Wall OL 24 plf 167 psf(C&C) Pert.SW Uplift 0 pif In-Plane Shear= 570 pif(MWFRS) Bottom of Wall -49 plf Chord Force,P= 4560 Ibf 3.7- _ 23.0727 LFRS Shearvrall Design Case Specific 2012-12-03 2018-07-30 10:59 AM j 2-1 Page 2 of 3 Shearwall Design(cont) Wali Line:Bracing 2nd Story,Transverse Watt Line 2-1 Compression Chord Member Strength: Chord Force,P= 4560 Of Grade: STUD Tabulated Stress Adjustment Factors Allomble Species: SPF Stress CR CD Cr CP Stress Load width(b)= 1.5 in. F,= 725 1.00 1.60 0.70 811 6689— depth(d)-- 689depth(d)-- 5.51n. Fr= 350 1.00 1.60 – – 560 4620 C= 0.8 FcL= 425 – – – – 425 3506 told= 17.5 Emil= 440000 – – – .. g40000 Fc�= 1187 Site-installed Holdown Options Concrete Embedded Strap Holdown Preformed Holdown Strap Type Holdown Mdry-fo-Stnry) Zzz fr � i I ! ...� � it Connector:Simpson STHDI4RJ Holdown:USP PHD5SDS3 Strap:(1)Simpson CMST14 Fasteners:-(38)0.1487x3.28"Nails Ttreadrod Dia.= 0.625 in. Fasteners:(38)0.131'x2.5•Walls Each End Strap Width= .3.0 in. Chord Studs= 2 Qty Min. Strap Width= 3.00 in. 1 End Length= 39.6 in. End Length= 35 in. Chord Studs= ' 3 Qty Min. Chord Studs= 2 Qty Min. ' I Concrete 2500 2500 psi min. End Distance= 1.5 in.min. HoldownOptions I Conventional Shap Holdown Pre-Bent Strap Holdoum Preformed Holdown R ' I iM� I Strap:(1)Simpson CMST14 Connector.NCTCanaot be used Holdown:USP PHDRDS3 ! Fasteners:(38)0.131'x2.51 Nails Each End Fasteners:– Threadrod Dla.= 0.625 in. j Strap Width= 3.00 In. Strap Width=– in. Chord Shuts= 2 Qty Min. End Length= 35 In. End Length= in. Plate Washer Size Chord Studs= 2 Qty Min. Chord Studs-– Qty Min. Width Length- Thi 3.00 3.7 0.32 Notes:1. Inset all straps 1.5"from ends of vre0 or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2.Couple thread rods using heavy hex couplers rated for chord force. 3.Plant installed,strap-type hoidowns must be bent around rim Joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be installed within 1"of the bottom of the rim joist 1 i F 23.0727 LFRS Shearwall Design Case Specific 2012-12-D3 2018-07-3010:58 AM 2.1 Page 3 of 3 Shearwall Design(cont.) iiatli Lila; S acn►g ma'Siory,Ti Wall Line lrl N Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or r for illustration purposes) Parametere/Loads diameter or staple size) Spacing SW Top Plate-la-Truss or Blocking Stud Spacing= 16 in.cc *8 x 3"Screw 4 per bay (fastened through 5/8"gypsum) Fr= 0 lbflbey #10x3"Screw 3 per bay Fz= 222 Ibflbay 3'X0.131"Nal 4 per bay FR= 222 Ib6bay - Stud Spacing= 24 in.cc #8 x 3"Screw 6 per bay Y'L F,= 0 lrflbay #10x3"Screw 5 per bay F2= 333lbflbay 3'X0.13111Neil 6per bay , FR= 333 115f/bay MEottom-Plate-to-Rim-Joist-er-Bloeki tad Spacing= #8X3"3 per F,= 0 Ibflbay #10x3"Screw 3 per bay Fz= 222 Ibflbay 3"X0.131"Nail 3 per bay FR= 222 Ibflbay r • Stud Spacing= 24 In.oc #8 x 3"Screw 3 per bay .t.t F,= 0 Ibflbay #10x3"Screw 3 per bay FZ= 333 Ibflbay 3"x0.131"Nail 3 per bay FR= 333 Ibflbay --- - --- Sheathing-to-RooflCeling Raz -- ---- --- —SheWng Type:OSB - - -- - 0.089x2"Nail 3 rows 4-4n.cc (direct uplift carried by continuous sheathing Sheathing Thick.:31&4n. 0.113"x2.5"Nall 2 rows 3-in.cc lapped across/ot Tensile Strength: 960 plf 0.131'X2.5"Nail 2 rows 44n.ee Shear Strength: 2951 pif 7/16"x2.5'5615 Ga.Staple 2 bows 3-in.cc R? Panel CS1= 0.27 OK 7/16"5e1OxIS Ga.Staple 2 rows 34n.cc Min.Panel Width: 8.0 In. F, 570 pif F2= 73 pif FR= 575 pif i Sheathing-to-Floor Rim Joist Sheathing Type:OSB 0.09W50 Nal 3 rows 4-in.oc (direct uplift cabled by continuous sheathing Sheathing Thick.:3/84n. 0.113'X2.5"Nail 2 rows 34n.cc lapped across joint) Tensile Strength: 960 plf D.131"xU*Nal 2 rows 44n.cc f Shear Strength: 2951.04 pif 7/16'562.5'X15 Ga.Staple 2 rows 34n.cc Panel CSI= 0.24 OK 7/16"x1.6xi6 Ga.Staple 2 roars 3-in.cc I Min.Panel Width: 8.0 In. F,= 570 pif F2_ -49 plf F,= 572 pif i 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07-3010:59 AM E 111 2.2 Pagel of 3 ; Shearwall Design Client: Professional Building Systems Job Number. PlIS072711-16 Description: 68666-NY Wall Line: Bracing 2nd Story,Transverse Wall Line 2-2 Design Parameters: Shear OTM Wind Shear= 6604 Ibf 52.8 ft kip , Seismic Shear- 948 Ibf 7 6 ft-kip Response Factor,R:6.5 46'-0"Length,30'-S`01A Height IBC Seismic Design Cat.: D 109 mph(Exp D),SDC D , Bracing 2nd Story I Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Height= 8.0 ft Rough Opening Location Overall Wall Length= 8.7 It Marts Width Height Type Mark (R) (in.) Wind Exposure:Interior 1 1 Items Supported: Interior Wall 2 2 Roof Only 3 3 4 4 Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Left Edge 6 6 7 7 8 8 i 9 10 r 11 4 Note:Field fastners spaced at 6"cc for 318"and 7/16"panels on studs 24"cc,For 16"oo 12 fstuds or other panel thicknesses,space fasteners at 12"cc. 13 14 15 Shearwali Sheathing Design: 16 Perforated Mathod Perf.Wall Length= 8.7 it Wall Sheathing: NC-Must use segmented design method j Shear Panel Length- 8.7 it Back Panel:-- i Max.Opening Height= 0.0 ft Panel Edge Framing:— Pert.Wall Factor= 1.00 Miry.Framing SG:— Wind Shear= 756 Of Seismic Shear= 109 Of Anhorage: Uplift Force= -758 pit Chord Force= 6067 IV Wail Start:— { " Wall End:— Segmenfed Method i Wind Seismic Wag Sheathing:7116"Structural Sheathing,0.131"x2"Nall 2112 Cumulative Length(ft) 8.7 8.7 Back Panel:None Design Shear(pif) 758.3 108.9 Panel Edge Framing:3-in.edge framing M.Framing SG:SPF Segment Layot4:(vq-t reference end of wall) No. Start -End No. Start End 2 7 3 8 4 9 5 10 Chord Force= 6067 Ibf each end of each segment Shear ail Connection Forces Summary: Shear Forces: TenslonlUplift Forces:(Upwardf+Downward) Out-of-Plane Pressure= 5.0 pat(MWFRS) Wind Zone End 5.0 pat(C&C End) Top-of-Wall 0 Of Out-of-Plane Shear= 20 pit(MWFRS) 0.6 x Wail DL 24 pff 20 pat(C&C) Perf.SW Uplift 0 pit In-Plane Shear= 758 Of(MWFRS) Bottom of Wall 24 pff Chord Force,P= 6067 IV 1 23-0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07-3010:59 AM , 2-2 Page 2 of 3 fShearwail Design(cont.) riait Lin C: 0ia-Iay 28u'awry,TFcPnwersa'vraiI Line 2-2 Compression Chord Member Strength: Chard Force,P= 6067 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable I Species: SPF Stress CF Co C< Cp Stress Load width(b)= 1.5 In. Fc= 725 1.00 1.60 - 0.70 811 6689 5.5_in. _ -- Fr= _350 1.00 1.60 - - 560 4620- ! C= 0.8 Fa= 425 - -- - - 425 3506 ' IJd= 17.5 E.1,- 440000 - - - - 440000 Fx= 1187 Holdown Options Concrete Embedded Strap Hollbown Preformed Holdown Strep-Type Holdowo(SYory4o-.Story) I !i s f, Fs er , r r � � r �i I Connector:NG-Cannot be used Hotdown:USPPHDB•SDSS Strap:(1)SimpsonCMSi14 -- - ------------------------------- - -- - - - - -Fastenee.- - Ttueadrod DTa.=- '-6.679 in. Fasteners:(51)0.131`x2.5°Na1s Each End Strap width=- in. Chord Studs= 2 Qty Min. Strap Width- 3.00 In. —End-Length=-- -------In -------- -- ---- — End-Lengffr=--- -461n— ---- Chord Studs=- Qty Mtn. Chord Studs= 2 Qty Min. Concrete f._- psi min. End Distance=-- in.min. f t venttonat 3t►apHoldowa - Pre-Bent Strep Hotdown Prebmed Holdow l - , • s I �'I Strap:(1)Simpson CMST14 Connector.NGCannatba used Holdown:USP PHDe-SDSB i Fasteners:(51)0.131 x2.6'Nab Each End Fasteners:- Threadrod Dia.= 0.875 In. Strap Width= 3.00 in. Strap Width=- in. Chord Studs= 2 Qty Min. End Length= 46 in. End Length= in. Plate Washer Size Chord-Studs= 2 Qty-Min. Width=- Qty Min. - -Width Length Thk:-- _ - 3.00 5.0 0,43 Notes:1.Inset all stra 1.5"from ends of wall ore es of openings b adding framing members to ermit installation of sheathing and i Ps d8 P r►9s Y 9 9 P-_ g - { Cladding fasteners. 2. Couple thread rods,using Heavy hex couplers rated for chord force. 3. Plant installed,'strap4ype holdowns must be bent around rim joist and secure to bottom of rim joist with not`tess than 4 ! fasteners,or the lowest fastener on the strap must be installed within V of the bottom of the rim joist. I i I I I . t 23.0727 LFRS Sheanxall Design Case Specific 2012-12-03 2018-07-3010:59 AM 2-2 Page 3 of 3 Shearwall Design(cont.) Wall Line: Bracing 2nd Story,Transverse Wall Line 2.2 Connection Fastener QuantHy per (fastener size and position exaggerated (minimum length and Connection or for Illustration purposes) Parametaralloads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 in.cc #S x 3"Screw 16 per bay (fastened through 5/8"gypsum) F,= 1011 Ibf/bay #10x3"Screw 13 per bay ' Fz= 27 IbBbay 39X0.131"Nall 17 per bay FR= 1011 ibf/bay Stud Spacing= 24 in.cc #8 x 3"Screw 23 per bay F,= 1517 1151/bay #10x3"Screw 19 per bay Fz= 40 Ibllbay 3110.131"Nail 26 pii bay FR= 15171b1/bay i SW Bottom Plate-to-Rim Joist or Blocking Stud Spacing= 16 in.cc 0 x 3"Screw 8 per bay F,= 1011 IbUbay `10x3"Screw 5 per bay F2= 27 IbVbay 374.131"Nail 7 per bay _ FR= 1011lbf/bay I l I Stud Spacing= 24 in.cc #8 x 3"Screw 9 per bay F,= 1617 IbVbay #10x3"Screw 8 per bay F2= 40 Ibt7bay 3'k0.131"Nail 10 per bay FR= 1517 ibl/bay 1 i - t I 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07-30 10:59 AM 2-3 Page 1 of 3 Shearwall Design Client: Professional Building Systems Job Number: PBS072718-16 Description: 68666-NY Wall Line: Bracing 2nd Story,Transverse Wall Line 2-3 Design Parameters: Shear OTM Wind Shear= 3327 lbf 26.6 ft-kip Seismic Shear= 469 lbf 3-8 ft-klp Response-Factor,-R: 6.5 - 46'-0"Length,30'-S"OIA Height IBC Seismic Design Cat.: D 109 mph(Exp D),SDC D Bracing 2nd Story E Overall Wall Geometry: Opening Definitions: Opening Locations: Wail Height= 8.0 ft Rough Opening Location ' Overall Wall Length= 27.5 ft Mark Width Height Type Mark (ft) �(in.) Wind Exposure: Exterior 1 CW13 28.875 37 Window 1 C155(2) 2.0 9.5 _ Items Supported: Endwail 2 CXW155 36.5 65 Window 2 C1 2 8.( ---7 Roof Only 3 C155(2) 73 65 Window 3 4 C155(3) 109.5 65 tAtindow 4 Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Left Edge 6 6 7 7 8 8 9 I 10 I 11 t Note:Field fastners spaced at 6"oc for 3/8"and 7116"panels on studs 24"oc.Far 18"oc 12 studs or other panel thicknesses,space fasteners at 12"GG. 13 14- 15 , --'----- ---SheammILShiathing_Design:------- - - - - ----- -- ----- -- -- - 16 -- - ---—— --------- - j Perforated Method Parf.Wail Length:g 27.5 8 Wall Sheathing: 7/16"Structural Sheathing,7116"rc1.5"x16 Ge Staple 3112 Shear Panel Length= 15.3 ft Back Panel: None Max Opening Height= 5.4 ft Panel Edge Framing:1.5-1n.edge framing r Pert.-Walfl actor= 0.68' Mtn.Framing SGi SPF f Wind Shear= 217 plf i Seismic Shear= 31 pit Anhorage: Uplift Force= -317 plf Chord Force= 2537 lbf Wan start:a-all Wall End:27'-6' - Segmented Method Wind Seismic Wag Sheathing:7/16"Structural Sheathing,7/16 .5,' Staple 4/12 i Cumulative Length(fl) 15.3 15.3 Bads Panet None Design Shear(pit) 217.0 30.6 Panel Edge Framing:1.54n.edge framing t Mr.Framing 8G SPF i Segment Layout(w.r.t reference end of wale No. Start End No. Start End 6 ' 2 0-10" 18'-7" 7 3 24'4" - 2T-6„ 8 -- - 4 9 5 10 Chord Force= 2537 lbf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure= 18.4 psf(MWFRS) Wind Zone End 41.7 psf(C&C End) Top-of-Wall -73 pit Out-of-Plane Shear= 74 plf(MWFRS) 0.8 x Wall DL 24 pif I 167 psf(C&C) Peri.SW Uplift -317 plf In-Plane Shear= 217 plf(MWFRS) Bottom of Wall -366 plf ' Chord Force,P= 2537 Ibf i 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2D78-07-3010:59 AM 2-3 Page 2 of 3 Shearwall Design(cont.) Wall Line:Bracing 2nd Story,Transverse Wall Line 2-3 j Compression Chord Member Strength: Chord Force,P= 2537 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Ca Cr Stress Load width(b)= 1.5 in. F,= 725 1.00 1.613 — 0.70 811 6659 depth(d)= 5.5 in. Fr= 350 1.00 1.60 — — 560 4620 C= 0.8 Fc,= 425 — — — — 425 3506 laid= 17.5 E,u„= 440040 — — — — 440000 FCE= 1187 Holdown Options Concrete Embedded Strap Hotdown Preformed Hddown 51rap-Type Holdown(Sfory-fo-Stary) I i t Connector.Simpson STttD14Rl Holdown:USP PHD2-5D53 Strap:(1)SQnpson CMST14 j Fasteners:(30)0.1485x325°Nals Threadrod Dia.= 0.625 In. Fasteners:(22)O.t31'x1V Nsfls Each Erni Strap Width= 3.0 in. Chord Studs= 2 Qty Min. Strap Width= 3.00 in. End Length= 39.6 in. End Length= 21 In. I Chord Studs= 3 Qty Min. Chord Studs= 2 Qty Min. Concrete f.= 2500 psi min. End Distance= 1.5 in.min. Options Conventional Strap Holdown Pre-Bent Strap Holdown Preformed Hokiown i f I i R� F1' a s ; y ----------- — x Strap:(1)Simpson CMST14 Connector.Simpson MSTCM Holdown:USP PHD2-8DS3 Fasteners: (22)0.131512.5"Naas Each Ind Fasteners:(26)0.148'x 3'Nals Threadrod Dia.= 0.625 in. Strap Width= 3.00 In. Strap Width= 3 in. Chord Studs= 2 Qty Min. End Length= 21 In. Enc!Length= in. Plate Washer Size ` Chord Studs= 2 Qty Min. Chord Studa= 2 Qty Min. Width Length ThL 3.00 3.0 0.26 t Notes:1. Inset all straps 1.5'from ends of wail or edges of openings by adding training members to permit installation of sheathing and Cladding fasteners. 2_Couple thread rods using heavy hex couplers rated for chord force. 3. Plant Installed,strap-type holdowns must be bent around rim jolst and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be installed within 1"of the bottom of the rim joist. -3.lit i 23.0727 LFRS Sheanvall Design Case Specific 2012-12-03 2015-07-3010:59 AM _ 2-3 Page 3 of 3 i Shearwall Design(cont) u-nim , w"an Lima, Braaciny 2,-ju aiury,7 FiitnVprsv vraii cine 11.3 , Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for illustration purposes) Parameters/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Stocking Stud Spacing= 16 in.oc #8 x 3"Screw 4 per bay i (fastened through 518"gypsum) F,= 0 Ibf/bay, #10x3'Screw 3 per bay F2= 222 IbNbay 3'x0.131"Nail 4 per bay - FR= 222 IbNbay Stud Spacing= 24 in.oc #8 x S"Screw 6 per bay F,= 0 ibt/bay #10x3"Screw 5 per bay F,= 333 Ibf/bay 3"x0.131"Nail 6 per bay FR= 333 Ibf/bay ttom-Plate-to-Rlm-Joistor-BlockingStud-Spacing=1161 .oc #8 y F,= 0 Ibf/bay #110x3"Screw 3 per bay F2= 222 Ibf/bay 3'•x0.131"Nall 3 per bay f { FR= 222 Ibf/bay i l Stud Spacing= 24 in.an #8 x W Screw 3 per bay +t, F,= 0 Ibflbay #10x3°Screw 3 per bay F2= 3331bf/bay 3"x0.131"Nall 3 per bay Fn= 333 Ibf/bay f , Sheathing-to-Roof/Ceiling Rail Sheathirp Type:OSB 0.099'X2"Nall 2 rows 44n.oc (direct uplift carried by continuous sheathing Sheathing Thick:3/84n. 0.113"x2.5"Nail` 2 rows 64n.oc —-�----lapped across joint) Tensile Strength: 960 plf 0.131"x2.5"Nail 3-in.oc Shear Strength: 2951 pif 7116' 2.5x15 Ga.Staple 2 roft 44n.or, ' pt Panel CSI= 0.45 OK 7116'SKUTx16 Ga.Staple 2 rows 4-In.oc I Min.Panel Width: 8.0 in. I i``• ` F,= 217 plf i I ti; Fp= 366 Of FR= 426 plf t�,i Sheathing-to-Floor Rim Joist Sheathing Type:OSB 0.099"x2"Nall 2 rows 4-in,oc (direct uplift carried by continuous sheathing SheathingThlck-3f846. 0113"x2.5"Nall 2 rows 54n,oc lapped across joint) Tensile Strength: 960 pif 0.1311".4.60 Nall 3-in.oc :1 Shear Strength: 2951.04 pif 7116")2.5"x15 Ga-Staple 2 rows 4-in,oc 1 I i I Panel CS1= 0.45 OK 711Wx1.5x16 Ga.Staple 2 rows 44n,oc Min.Panel Width: 8.0 in. ,1. , - F,= 217 pif Ft ~I: F2 s' -366 pif `''y FR= 426 pif 23.0727 LFRS Shearwall Design Case Speclfic 2012-12-03 2018-07-3010:08 AM 1 A Page 1 of 3 Shearwall Design Client: Professional Building Systems Job Number. PBS072718-16 Description: 68666-NY Wall Line: Bracing'Ist Story,Longitudinal Wali Line 1-A Design Pawmators: Shear OTiVI i Wind Shear= 6093 Ibf 88.3 ft-kip Seismic Shear= 1611 Ibf 25.6 ft kip I Response Factor,R:6.5 4614'Length,30'-5"O/A Height f IBC Seismic Design Cat.: D 109 mph(Exp Dh SDC 0 Bracing 1st Story Overall Wall Geometry: Opening Definitions: Opening Locatlons: Wall Height= 9.0 ft Rough Opening Location Overall Wei Length= 46.0 It !Nark Width Height Type Mark (ft) (in.) Wind Exposure:Exterior 1 AFC13 24.625 39 Window 1 AFC13 15.0 4.1875 I items Supported:Sidewall 2 CXW16 36.5 72 Window 2 CXW16 30.0 9.75 i 2nd of 2 Story 3 3 4 4 Top of Openings= 80.0 in.AFF 5 5 5 6 7 7 Dimensioning Method:Left Edge l f 8 6 9 10 Note:Field fastners spaced at 6"oc for 3/8'and 7/16"panels on stwls 24"oc.For 16"oc 12 I studs or other panel thidmesses,space fasteners at 12"oc. 13 14 15 Shearwall Sheathing Design: 16 ; Perforated Method Pert.Wall Length a 46.0 ft Wall Sheathing: 7/16"Structural Sheathing,7/16'Sc1.5x16 Ga Staple 6/12 Shear Panel Length= 40.9 It Back Panel: None Max Opening Height= 6.0 ft Panel Edge Framing: CbAn,edgeframing Pert.Watt Factor= 0.90 Min.Framing SG:SPF Wind Shear= 149 pit Seismic Shear= 39 plf Anhorage:" Uplift Force- -166 pit--_" w Chord Force= ; 1490 Ibf Wali Start:D=D" Wall End:49-0" Segmented Method Wind -Seismic Wall Shentidng. 7/16"Structural Sheathing,7/16 x1.5x16 Ga Staple 6112 Cumulative Length(ft) 40.9 40.9 Bade Panel:None Design Shear(pto 148.9 39.4 Panel Edge Framing: 1.54n.edge framing Nn.Framing SG:SPF Segment Layout(w.rt reference end of wail i Pio. Start End No. Start End I 1 0'-0" 15'-4" 6 2 17'4" 30'-9" 7 I 3 33'-10" 46'-0" 8 i i 4 g 5 10 Chord Force= 1490 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: TensionlUplift Fontes:(Upward/+Downward) Out-of-Plane Pressure= 18.4 psf(MWFRS) Wind Zane End - 41.7 psf(C&C End) Top-of-Wan -243 pit Out-oWlane Shear= 83 plf(MWFRS) 0.6 x Wall DL 27 pit 188 psf(C&C) Perf.SW Uplift -166 pit In-Plane Shear= 149 ptr(MWFRS) Bottom of Wail -382 pif Chord Force,P= 1400 Ibf l� I 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07-3010:06 AM i 1-A Page 2 of 3 i Shearwall Design(cont-) 'Mail urge: or=arany Ut Story,i onghudinat Wall!Lane i-A ` Compression Chord Member Strength: Chord Force,P= 1490 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Co Cr CD Stress Load j width(b)= 1.5 in F,= 725 1.00 1.60 — 0.61 712 5873 I 5.5 In.----- Fr_- M. 1.00 1.60 — — 660 -- -1620-- ----- G= 0.8 FC1= 425 -- — — — 425 3508 Idd= 19.6 Emin= 440000 — — — — 440000 FIF= 938 Site-Installed Holdown Options ! Concrete Embedded Strap Hotdown Preformed 1 fotdown Strap-7yPe Holdown(&o*<do-5tory) i A ! Ei I Connector.Simpson STH01ft Holdown:Simpson HDU2-8082.5 Strap:(1)Sim C816 - Fasteners:(38)0.148'k325'teas Thraadrnd Dia.= O.fi25 in. Fasteners:(14)0.131'x2.5'Nafs Each End i Strap Width n 3.D in. Chord Studs= 2 Qty Min. Strap Width= 135 In. --'�--- --End-Length-s-------3&6-in.----------------------- ------------------ - length-=---it;Irr- -----= ! Chord Studs= 2 Qty Min. Chord Studs a 1 Qty Min. Concrete f,= 2500 psi min. End Distance= 1.5 In.min. Options - C&"nNbnal Strap Hofdd m Pre-Bent Strap•Hotobwn Preformed 1460own I i + i Rr 1 {{{t Strap:(1)Simpson CSt6 Connector:Simpson N TG66B3, Holdown:Simpson HOU2.50S2.5 t Fasteners: (14)0.131"x2.5'Nola Each Ind Fasteners:(15)0.148"x 31 Nails Threadrod Dia.= 0.625 In. I{ Strap Width= 1.25 In. Strap Width- 3 in. Chord Studs= 2 Qty Min. ' End Length= 16 In. End Length= in. Plate_ Washer Size - Chord Studs= 1 Qty Min. Chord Studs= _=-7 Qty Min. Width Length Thk. - --- - 3.00 3.0 0.26 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2.Couple thread rods using heavy hex couplers rated far chord force. 3.Plant installed,strap-type holdowns must be bent around nm joist and secure to bottom of rim joist with not less than 4 i fasteners,or the lowest fastener on the strap must be installed aindthin 1"cif the bottom of the rim joist. i - r 23.15727 LFRS Sheanvali Design Case Specific 2012-12-03 2018-07-3010:06 AM PA Page 3of3 Shearwall Design(cont.) Wall Llne: Bracing let Story,Longitudinal Wall Line 1-A Connection Fastener quantity per (fastener size and position exaggerated (minimum length and Connection or for Mustrationpurposes) Parameters/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 in.cc #8 x 3"Screw 4 per bay (fastened through 518"gypsum) F,= 0 Ibti'bay #10x3"Screw 4 per bay F2- 250 IbUbay 3"x0.131"Nail 5 per bay FR= 250 Ibffbay -;,�•; Stud Spacing= 24 In.cc #B x 3"Screw 6 per bay F,= 0 Ibf/bay #10x3"Screw 5 per bay F2= 375 Ibf/bay 3'x0.131"Nail 7 per bay FR= 375 Ibf/bay SW Bottom Plateto-Rim Joist or Blocking Stud Spacing= 16 in.oe #8 x 3"Screw 3 per bay F1= 0 ibf/bay #10x3"Sraaw 3 per bay F2= 250 ibf/bay, 3W.11311"Nall 3 per bay FR= 250 Ib9bay i Studaci ! Sp ng= 24 in.cc #8 x 3"Screw 3 per bay . F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 375 Ibflbay 39c0.131"Nail 3 per bay FR- , 375 Ib9bay Sheathing-to-Roof/CeTng Rail Sheathing Type:OSB O.099'SCt"Nail 2 rows 44n.on (direct uplift carried by continuous sheathing Sheathing Thick.:318-in. 0.113"x2.5"Nal 2 rows 54n.cc lapped across joint) Tensile Strengtix 960 pit 0.131"x2.5"Nail 3-1n.,oc f I _ Shear Strength: 2951 pit 7H 6x2.5')d 5 Ga.Staple 2 rows 44n.oc- R, Panel CSI= 0.46 OK 7/16')e1.5')d B Ga.Staple 2 rows 4-In.cc Min.Panel Width: 8.0 in. F,- 149 pit ! 0 y I '••;, FZ= 882 pit FR= 410 pit I ,l I t• I Sheathing-to-Floor Rim Joist Sheathing Type:OSB 0.099"x2"Nail 2 rows 4-In.cc (direct uplift carried by continuous sheathing Sheathing Thick.:3/84n. 0.113')¢.5"Nag 2 rows 5-4n,cc lapped across joint) Tensile Strength: 960 pff 0.131 x2.5"Nafl 3-In.oe } ,. Shear Strength: 2951.04 pit 7116x2.5 x15 Ga.Staple 2 rows 41n.cc 1 t; Panel CSI= 0.45 OK 7/16x1.5x16 Ga.Staple 2 rows 4-in.cc ! � I Min.Panel Width: 8.0 in. I i r ��• F2 i� ' F,_ -149 pff t '' F2= -382 plf FR= 410 pff 3R 23-0727 LFRS Shearwan Design Case Specific 2012-12-03 2018-07-3010:06 AM 1-B Page 1 of 3 Shearwall Design i Client: Professional Building Systems Job Number: PBS072718-16 Description: 68666-NY Wall Line: Bracing 1st Story,Longitudinal Wall Line 9-B i Design Parameters: Shear OTM Wind Shear= 6093 Ibf 88.3 ft-kip I Seipmic Shear= 1611 Ibf 25.6 ft-kip i Response Factor,-R:6.5 46'-0"Length;30'-B"-OTA Height IBC Seismic Design Cat.:D 109 mph(Exp D),SDC D Bracing 1st Story - Overall Wali Geometry: Opening Definitions: Opening Locatlanss: ' Wall Height= 9.0 ft Rough Opening Location I Overall Wall Length= 46,0 fl, Mark Width HeIght Type Mark (ft) (In,) i Wind Exposure: Exterior 1 AFC13 24.625 39 Window 1 CW16(2) 1.0 11.5 Items Supported: Sidewail 2 CXW16 36.5 72 Window 2 ED 26.0 -B-5- 2nd w2nd oft Story 3 CW16(2) 73 72 Window 3 CKW16 38.0 8.6675 4 FD 77 108 Door 4 Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Left Edge 6 6 7 7 8 8 - 9 . 10 11 , Note:Field fastners spaced at 8'oc for 318"and 7/16"panels on studs 24"oc.For 16"cc 12 i studs or other panel thicknesses,space fasteners at 12"oc. 13 14 15 " — -�9heaarraltSheathing_Design- — _ 16 --- Perforated Method Perf.Wall length= '38.0-ft ' Wall Sheathing:7/16"Stiuchiral Sheathing,7116'SN.6"xi6 Ga Staple 3112 Shear'Panel Length= 28.5 ft Back Pant Ndne Max Opening Height= 9.0 ft Panel Edge Framing:1.6-in.'edge framing - Perf.tN la I FFactor= O.S7 - Min.Framing SG:SPF i Wind Shear= 214 pif i 'Seismic Shear= 57 pif Anhorage: Uplift Force= -320 pff Chord Force= 2883 Ibf Wan start: 8'-0" Walt End:4V-0- Segmented Method Wind Seismic Wall Sheathing:7116'Structural Sheathing,711&M.YX16 Ga Staple 4112 Cumulative Length(ft) 28,6 28.5 Bade Panel None Design Shear(pif) 213.8 56.5 Panel Edge Framing:1.54n.edge framing j Min.Framing Stx SPF Segment Layout:(w r.t reference end of wall), No. -Start End No:" Start End 1 W-O" 25'-8" 6 2 32'-1" 381-8" 7 3 41'-9" 46'-0" _8:--- 4 -8.;--- 4 8 i 5 10 Chord Force= 2883 Ibf each end of each segment 1 Shearwall Connection Forces Summary: I Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure= 18,4 psf(MWFRS) Wind Zone End 41.7 psf(C&C End) Top-of-Wall -243 Of Out-of-Plane Shear= 83 pff(MWFRS) 0.6 x Wall DL 27 plf 188 psf(C&C) Perf.SW Uplift -320 pif In-Plane Shear= 214 pff(MWFRS) Bottom of Wall -636 pif 1 Chord Force,P= 2883 Ibf i 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 201$-0730 10:06 AM j 143 Page 2 of 3 Shearwall Design(cont.) Wall Line; Bracing 1st Story,Longitudinal Wall Lino 1-B Compression Chord Member Strength: Chord Force,P= 2883 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable, Species: SPF Stress CF Co Cr Cp Stress Load width(b)= 1.5 in. Fo= 725 1.00 1.60 — 0.61 712 5873 depth(d)= 5.51n. FS= 350 1.00 1.60 — — 560 4620 ! C= 0.8 Foy= 425 — — — — 425 3506 19.6 E„u„= 440000 — — — — 440000 F.= 938 Options Cmcmfe Embedded Shap Holdown Preformed Holdown Shap-Type ME={Story-tb-Story) I 4 F', I % „ ,•+a , i ti ! Connector.Simpson M014RJ Holdown:USP PHD2SD83 Strap: (1)Simpson CMST14 Fasteners:(38)0.148'x325”Nags Threadrod Dla.= 0.625 In. Fasteners:(24)0.131 WE Nails Each End Strap Width= 3.0 In. Chord Studs= 2 qty Min. Strap Width= 3.00 in. End Length= 39.6 in. End Length= 23 in. Chord Studs= 3 ally Min. Chord Studs= 2 Qty Min. Concrete t',= 2500 psi min. End Distance= 1.5 in.min. Holdown Options Conventional Strep Holdown Pre-Bent Strap H60own Prdformed Ho/dawn i 10� Ito I . I I Strap;(1)Simpson C114$1714 Connector.Slmpsan MSTC%I33 Holdown:USP PHD2•8083 Fasteners:X24)0.131U5°Nets Each End Fasteners:(29)0.148"x3"Nais Threadrod Die.= 0.625 in. Strap Width= 3.00 In. Strap Width= 3 in. Chord Studs= 2 Qty Min. End Length= 23 in. End Length= in. Plate Washer Size Chani Studs= 2 City Min_ Chord Studs= 2 City Min Width 'Length Thk. _3,00 -3.0 0.26 Notes:1.Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2.Couple thread rods using heavy hex couplers rated for chord force. 3.Plant installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be installed within 1"of the bottom of the rim joist. J' z , i 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07-3010:06 AM 1-8 Page 3 of 3 Shearwali Design(cont) 'r"vaii Line: Staving isi Story,Longitudinai Wail Line i-B- Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or i for Illustration purposes) Parameters/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 in.oc 18 x 3"Screw 4 per bay (fastened through 5/8"gypsum) Fr= 0 Itif/bay #10x3"Screw 4 per bay F2= 250 lbf/bay 3"x0.131°Nail 5 per bay E FR= 250 lbf/bay +- Stud Spacing= 24 tn.cc #8 x 3"Screw 6 per bay k Ft= 0 Ibf/bay #104"Screw 5 per bay F2= 375 Ibf/bay 3"x0.131"Nail 7 per bay FR= 375 Ibf/bay —I SVV-Bottom-Flate4o-Rim-Joist or-Blocking— tud-Spacing-------1 #8x3-Screw— 3 per bay - Ft= 0 Ibf/bay #10x3"Screw 3 per bey FR= 250lbVbay 3"x0.131"Nall 3per bay FR= 250 lbf/bay Stud Spacing= 24 in.oc #8 x 3'Screw 3 per bay 4ti Ft= 0 Ibf/bay #10x3'Screw 3 per bay F2= 375 Ibf/bay 3x0.131"Nall 3 par bay FR= 375 ibf/bay t E Sheathing-to-Roof/Celling Rail Sheathing Type: OSB 0.099"x2"Nail 3 rows 4-fn.oc IEI (direct uplift carried by continuous sheathing Sheathing Thick.:318-In. 0.113"4.5"`Nail 2 rows 34n,oc lopped across join Tensile Strength: 960 plf 0.131"x2.5"Nail 2 rows 44n.oc Shear Strength: 2951 pif 7/18'X1,5x15 Ga.Staple 2 rows 34n.oc I pi Panel CSI= 0.63 OK 7116'x1,5x16 Ga.Staple 2 rows 3-In,oc Min.Panel Width: 122 in. I I Ft= 214 plf ' F2= 536 pif 1 •,. t 1 FR= 577 ptf ------ Sheathing-to-Floor Rim Joist Sheathing Type:OSB; 0.099'S�1"Nail 3 rows 4-In.oc (direct uplift carried by continuous sheathing Sheathing Thick.: 318-In. 0.113'x2.5'Nall 2 rows 3-In.oc lapped across joint) Tensile Strength: 980 pif 0.131"x21.6 flail 2 rows 44rL oc Shear Strength: 2951.04 plf 7116x2.5"x15 Ga.Staple 2 rows 3-in.oc 1 Panel CSI= 0.63 OK 7/16"x1.5 x16 Ga.Staple 2 rows San.oc Ra Min.Panel Width: 12.2 in. Ft= 214 pif }4 Ft F2= -536 pif 1 FR= 577 plf , � y t - i - i l f , II I ' I , r 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07011;04 AM 1-1 Page 1 of 3 k 5heanvall Design Client: Professional Building Systems Job Number. PBS072718-16 Description: 68666-NY Wall Line: Bracing 1st Story,Transverse Wall Line 1-1 Design Parameters: Shear OTM Wind Shear= 6438 Ibf 95.7 ft-klp Seismic Shear= 1333 bf 18.4 ft-Mp Response Factor,R:6.5 46'-0"Length;30'-5"DIA Height IBC Seismic Design Cat.:D 109 mph(Exp D),SDC D Bracing 1st story Overall Walt Geometry: Opening Deflnitions: Opening Locations: Wall Height= ' 9.0 it Rough Opening Location j Overag Wall Length= 27.5 It Mark Width Height Type 1111ark (ft)' {In.) l Wind Exposure: Exterior 1 AFC13 24.625 39 Window 1 CXW16 3.01 5.75 Items Supported: Endwall 2 CXW16 36.5 72 Window 2 SOD 7.0 9 - 2nd oft Story 3 SGA 144 - 83 Door 3 0W16 20.0- 11.75 4 4 Top of Openings= 80.0 In.AFF 5 5 Dimensioning Method: Left Edge 6 5 ' 7 7 8 8 9 10 11 Note:Field fastners spaced at 6"or.for 318"and 7/1611 panels on studs 24"oc.For 16"oc 12 studs or other panel lhiclmesses,space fasteners at 12"o0. 13 14 ; I 15 Shearwall Sheathing Design: 16 f nbmted Method - I Pert.Wall Length= 27.5 ft Wag Sheathing: NC-Must use segmented design method Shear Panel Length- 7.0 it Back Panel:— Max.Opening:Height= 6.9 It Panel Edge Framing:— Perf.Wag Factor= D.51 Min.Framing SG:— - Wind Shear= 925 pit Seismic Shear= 192 pif Anhorage: Uplift Force= -1827 pit i Chord Force= 16447 1bf t Wall Start— Wall End:— ; ` Segmented Method Wind Seismic Wa11 Sheathing:Double Sided,7/16"Structural Sheathing,0-131'x2°Nail 4112 Cumulative Length(ft) 7.0 7.0 Bade Panel:Same as front panel Design Shear(pin 925.2 191.6 Panel Edge Framing:1.5-in-edge framing 11n.Framing M.SPF Segment Layout(w.r.t reference end of wain I No. Start End No. Start End 1 01-0" 3'-" 6 2 24'-0" 2T-6" 7 i 3 8 4 8 l 5 10 Chord Force= 8327 ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: TenshontUprd_t Forces:(Upwardl}Downward) Out-of-Plane Pressure= 18.4 psf(tJ WFRS) Wind Zone End 41.7 psf(C&C End) Top-of-Wall -45 ptf Out-of-Plane Shear= 83 pif(MWFRS) 0.6 x Wall DL 27 ptf 188 psf(C&C) Pert SW Uplift 0 pif In-Plane Shear= 925 plf(MW FRS) Bottom of Wall 48 ptf Chord Force,P= 8327 Ibf l - I t i f 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07-3011:04 AM 1-1 - Page 2 of 3 Shearwall Design(cont) Wais tine:Bracing 5st Story,Transverse"wait Line 1.1 ` Compression Chord Member Strength: Chord Force.P= 8327 ibf Grade: STUD Tab*ted Stress Adjustment Factors Allowable I Species-, SPF Stress CF Cu C, C, Stress Load width(b)= 1.5 in. Fa= 725 1.00 1.60 - 0.61 712 5873 -deptth__(d)=- —.5,�in._ __. _ Fr= _ 350 1.00 1.60- — - -560- -- -4620-- - ---- c= 0.8 F,= 425 - - -- - 425 3508 Vd= 19.6 E,,m= 440000 -- - - -- 440000 FcE= 938 j Holdown Options Concrete Embedded Strap Hokbm Preformed Ncldowrr Strap-Type HoldownIT I (Story to•Story') i. ii fr R f I: Connector:1,10-Cannot be used Holdown: USPPHD3-W53 Strap:(1)Slm03onCM9T12 FastaneFit- -Ttireadrod-Dia.- 6.875 in. Fasteners,(64)0.131'k25°Wis Each End Strap Width=- in. Chord Studs- 3 Qty Min. Strap Width= 3.00 In. -- ------- -E-nd-Length=--------In ---------------- - ---- --------End-tangfh-_-----113-irk— ------�--- Chord Studs=- Qty Min. Chord Studs® 3 Qty Min. Concrete P,_- psi min. End Distance=- in,min. Plant-Installed Holdwin Options I Conventlonal Wrap if t own -- Pie-bent Shap Holdown Prefamred Hota'o4vri I IRS IPg i ti Strap:(1)Shpson CMST112 Connector: NG--Cannot be used Holdown:USP PHDe-SDS3 Fasteners: (64)0.131"x2.5'Nals Each End Fasteners:- Threadrod Dia.= 0 875 in. Strap Width= 3.00 In. Strap Width=- in. Chord Studs= 3 ON Min. End Length= 113 In. End Length= in. Plate Washer Size i Chord'Studs= 3 Qty Min. Chord Studs= - Qty Min. Width Length Thk. I 3.00 .6-8 Notes:1. Inset all straps 1.5'from ends of wall or edges of openings by adding framing members to permit installation of sheathing and .Cladding fasteners. 2.Couple thread rods-using heavy hex couplers rated for chord force. - 3. Plant installed.strap-type holdowns must be bent around rim joist and secure to bottom of rkn joist with not less than 4 fasteners,or the lowest fastener on the strap must be installed within 1"of the bottom of the rim joist. 3' �L5 23.0727 LFRS Shearwatl Design Case Specifc 2012-12-03 2018-07-30 11:04 AM , 1-1 Page 3 of 3 j Shearwall Design(cont.) i M Wall Une: Bracing 1 at Story,Transverse Wall Line 14 Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for Illustrationpurposes) Parameters/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 in.oc #8 x 3'Screw 4 per bay (fastened through 518"gypsum) F,= 0 lbflbay #10x3°Screw 4 per bay i F2= 250 lbflbay 3"x0.131"Nall 5 per bay i Fa= 250 lbflbay ,,��'• Stud Spacing= 24 in.oc #8 x 3"Strew 6 per bay �c F,= 0 lbflbay #10x3"Screw 5 per bay 3 F2= 37510bay 3"x0.131"Nall 7 per bay FR= 375 lbflbay SW Bottom Plate-to-Mm Jclst or Blocking Stud Spacing= 16 in.oo 98 x 3"Screw 3 per bay F,= 0 lbf/bay t#1Ow Strew 3 per bay F2= 250 bflbay 3"x0.131"Nall 3 per bay FR= 250 bflbay Stud Spacing= 24 In.oc 98 x 3"Screw 3 per bay �n F,= 0 lbflbay #100 Screw 3 per bay F2= 375 lbflbay 3'kU.1311 Nail 3 per bay I� FR= _ 375 Ibbbay Sheathing-to-Roof/Cetiing Rail Sheathing Type:OSB 0.099*50 Nail 6-in.oc (direct uplift carried by continuous sheathing Sheathing Thick.:3/8-1n. 0.113'SCL.S"Nail 6-In.oc i lapped across joint) Tensile Strength: 960 plf 0.131 x25"Nail 6-In.oc Shear Strength: 2951 pit 7/16';2.5'x15 Ga.Staple 44n.oc F2 Panel CSI= 0.36 OK 7116"k1.5"x16 Ga.Staple 44n.oc Min.Panel Width: 8.0 in. F,= 925 pit F,= 133 plf in addition,attach top plate 1 j F2= 45 pif to rail w.0.1311x25"nalls 2 rows 44n.oc I' FR= 141 plf 't i. ! Sheathing-to Froor Rim Joist Sheathing Type:OSB 0.099"x2"Nail 6 in.or (direct uplift carried by continuous sheathing Sheathing Thick.:3184n. 0.113';1.5'Nag 64n.oc i lapped across joint) Tensfle Strength: 960 pif 0.131"x2.5'Nag 64n.oc r i Shear Strength:' 2951.04 pif 7116"x2.5"x15 Ga.Staple 4-in.oa - f ' I Panel CSI= 0.33 OK 7116x1.5)d6 Ga.Staple 4-1n.or- Min. cMin.Panel Width: 8.0 M. �--' ' "-• l� F,= 925 pif---- F, if---F,= 133 pif In addition,attacFi bottom plate •:'+; F2_ -18 pif to rail w.0.131"x2.5'naffs 2 rows 4-in.oc ' FR= 134 pif i t e i 1 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07-3010:58 AM j 1-2 Page 1 of 3 Shearwall Desiarn { Client: Professional Building Systems ' Job Number: PBS072718-16 Description: 68666-NY Wall Line: Bracing 1st Story,Transverse Wall Line 1.2 Design Parameters: Shear OTM Wind Shear= 3362 Ibf 50.0 ft-kip Seismic Shear= 332 Ibf 4.6 ft-kip Response Factor,R:-6.5 _ 46-=0"Length;—5"01A Relight IBC Seismic Design Cal.: D 109 mph(Exp D),SDC D j Bracing 1st Story , Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Height= 9.0 ft rough Opening Location Overall Wall Length= 9.0 ft Mark Width Height Typo Mark _ (ft) (in.) ! Wind Exposure: Interior 1 1 ems Suppo ted:-Intedcr-IDlall 2 2 2nd of 2 Story 3 3 ' 4 4 Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Left Edge 6 6 7 7 8 6 i 10 I 11 l ' Note:Field fastners spaced at 6"cc for 3/S"and 7116"panels on studs 24"oc,For 16"cc 12 studs or other panel thicknesses,space fasteners at 12"oc 13 14 - -- 15 — --------ShearweiVSheathing-Design -- - ---- ---- ----- ------------ -- - --16------ -- - - - - - Perforated Method Pert.Wall Length= 9.0 it Wall Sheathing:7/16°Structural Sheathing,7116"x1.5"x16 Ga Staple 3112 Shear Panel Length= 9.0 ft Back Panel: None i Max.Opening Height- 0.0 ft Panel Edge Framing_1.54n.edge framing I Pert Wall Factor= 1.00 Min.Framing SG: SPF Wind Shear= 374 pit Seismic Shear= 37 pif Anhorage: Uplift Force= -374 pit Chard Force= 3362 Ibf Wall Start 01-0" Wall End: W-0" Segmented Method Wind Seismic ME Sheathing:7116"Structural Sheathing,7116"x1.5"x16 Ga Staple 3112 i iCumulative Length(ft) 9.0 9.0 Back Panel:None Design Shear(pif) 373.6 36.9 Panel Edge Frarnmg. 1.5-In.edge framing Mn,Framing SG:SPF Segment Layout(w.r.t reference end of wall) i No. -Start End No. Start End 1 0'-0" 9'-0' 6 2 7 - I � 9 s 5 10 # Chord Force= 3362 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Foroes: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure.= - 5.0 psf(MWFRS) Wind Zone End - 5.0 psf(C&C End) Top-of-Wall 0 pit Out-of-Plane Shear= 23 pit(MWFRS) 0.6 x Wall DL 27 pit 23 psf(C&C) Pert.SW Uplift 0 pff in-Plane Shear= $74 pit(MWFRS) Bottom of Wall 27 pit Chord Force,P= 3352 Ibf 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07-30 1D:58 AM -� 1-2 Page 2 of 3 Shearwail Design(tont.) Wall Line: Bracing 1st Story,Transverse Wall Line 1-2 • Compression Chord Member Strength: Chord Force,P= 3362 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF CD Cr CP Stress Load width(b)= 1.5 In. F,,= 725 1.00 1.60 — 0.61 712 5873 depth(d)= 5.5 In. Fr= 350 1.01 1.60 — — 560 4620 C= 0.8 Fu= 425 — — — — 425 3506 IJd= 19.6• Em= 440000 —- — — — 440000 F,= 938 OptionsSite-Installed Holdown Concrete Embaddad Strep Holdown Preformed Holdown Strap-Type Holdown(Story-to-Story) it • Connector:Simpson STHD14Rd Holdown:USP PHD2-SDS3 Strap:(1)Simpson CMS714 Fasteners:(36)0.148°4.25'Nails Threadrod Dia.= 0.625 In. Fasteners:(28)0.13154.5'Nails Each Ford Strap Waith= 3.0 in. Chord Studs= 2 Qty Min. Strap Width= 3.00 in. End Length= 39.6 in. End Length= 20 In. Chord Studs= 3 Qty Min. Chord Studs= 2 Qty Min. Concrete f.- 2500 psi min. Ford Distance= 1.5 In,min. i HoldownPlant-]ristalled Options I Conventional Strap Holobwn Pro-Bent Strap Hotdown Preformed Holdown 1 I F{ { Rr i f , i i 'Strap:(1)ShMson CMST14 Connector,Simpson MSTC68H3 Holdown:USP PHD2-8033 Fasteners:(28)0.1315x2.5'Nails Each End Fasteners:(34)0.148"x 3'Nails Threadrod Dia.= 0.625 in. i I Strap Width= 3.00 in. Strap Width= 3 in. Chord Studs= 2 Qty Min. End Length= 26 in. End Length= En. Plate Washer Size Chord Studs= 2 Qty Min. Chord Studs- 2 City Min. Width Length This. i 3.00 3.0 ,•`026 I 1 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. `'-- 2.Couple thread rods using_heavy hex couplers rated for chord force. 3. Plant installed,strep-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be Installed within 1"of the bottom of the rim joist. t Ilt� { F t i� i i 23.0727 I_FRS ShearwaIt Design Case Specific 2012-12-03 2018-07-3010:58 AM 1-2 Page 3 of 3 Shoarwall Design(cont.) Wail i,ine:'Bracing 1srStory,Transverse Wall-Une 1-2 connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for illustration purposes) ParamaterWi-oads diameter or staple size) Spacing SW Top Rate-to-Truss or Blocking Stud Spacing= 16 in.cc #8 x 3"Screw 8 per bay (fastened through 518"gypsum) F,= 498 Ibflbay #10x3°Screw 7 per bay ` F2= 30 Ibf/bay 3"x0.131"Nall 9 per bay - - FR= - 499 Ibf/bay - - - -- '�- Stud Spacing= 24 in.cc #8 x 3"Screw 12 per bay ! `� �•, F,= 747 Ibflbay #10x3"Screw 10 per bay F2= 45 tbfibay 3"x0.131"Nall 13 per bay FR= 749 Ibflbay SVf-Bf ottom-Plateto=Rim-Joist-orBtncldng Stud-Spacing= 16 x 3 Screw, per ay F,= 498 tbffbay #10x3"Screw 3 per bay F2= 30 Ibf/bay 3'x0.131"Nail 4 per bay FR= 499 Wbay I Stud Spacing= 24 in.cc 98 x 3"Screw 5 per bay Fr= 747 Ibf/bay #10x3"Screw 4 per bay a F2= 45 Ibffty 3`X0.131'Nail 5 per bay FR= 749 lbf/bay I i i f l l �! 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 g pe 2018-07-3010:58 AM 1-3 Page 1 of 3 Shearwall Design Client: Professional Building Systems i Job Number: PBS072718-16 Description: 68666-NY Wall Line: Bracing lot Story,Transverse Wall Line 1-3 Design Paramours: Shear OTM Wlnd Shear= 10521 lbf 156.4 ft kip Seismic Shear= 1881 lbf 26.0 ft kip i Response Factor,Ft&5 W-V Length,30'-5"OIA Height IBC Selsmfc Design Cat.:D 109 mph(Exp D),SDC D r Bracing 1st Story Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Helght=. 9.0'ft Rough Opening Location" ; Overall Wall Length= 9.0 it Mark Width Height Type Mark (ft) (in.) s Wind Exposure:Interior 1 1 Items Supported:Interior Wall 2 2 2nd of 2 Story 3 3 4 4 Tap of Openings= 80.0 in.AFF 5 5 Dimensloning Method:Left Edge 6 6 7 7 8 a i 9 10 I Note:Field fastners Spaced at 6"oc for 31W and 7116"parcels on studs 24"cc.For 16"oc 12 j studs or other panel thicknesses,space fasteners at 12"oc. 13 14 l 15 J Sheamail Sheathing Design: - 16 Perforated Method i Perf.Wall Length= 9.0 ft Wail Sheathing: NG-Must use segmented deslgn method j Shear Panel Lenp= 9.0 ft Back Panat — Max.Opening Height= 0.0 ft Panel Edge Framing.— Perf.Wag Factor= 1.00 Min.Framing SG:— ? Wind Shear= 1169 pit SersmicShear= 209 Of Anhorage: Uplift Force= -1169 Of Chard Force= 10521 Ibf Wall Stall:— l Wag End:— • Segmented Method Wind Seismic Wall Sheathing:Double Skied,7116"Structural Sheathing,0.131'x2"Nall 3112 Cumulative Length(ft) 9.0 9,0 Back Pones:Same as front panel Design Shear(pit) 1169.1 209.0 Panel Edge Framing:3-In.edge framing i Mn.framing SG:SPF Segment Layar t:(w.r.t reference end of wall) No. Start End No. Start End 1 V-0" 94" 6 i 2 7 I 3 6 i 4 9 5 10 Chord Force= 10521 lbf each end of each segment Shearwall Connection Form Summary: Shear Forces: TenslordUpllft Foroes:(Upward/+Downward) Out of-Plane Pressure- 5.0 paf(MWFRS) Wind Zone End 5.0 paf(C&C End) Top-of-Wall 0 Of Out-of-Plane Shear= 23 pit(MWFRS) 0.6 x Wag DL 27 pit 23 psf,(C&C) Peri.SW Uplift 0 Of In-Plane Shear= 1169 pif(MWFRS) Bottom of Wall 27 Of Chord Force,P= 10521 lbf 1. 23.0727 LFRS Shearwall Design Case Specific 201242-03 2018-07-3010:58 AM ' 1-3 Page 2 of 3 Shearwall Design(cont) j Wail lane: Bracing 1st story,Transverse Wall Line-11-3 c i Compression Chord Member Strength: Chord Force,P= 10521 lbf Grade- "STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Co C, Cp Stress Load vAdth(b)= 1.5 in. F"= 725 1.0D 1.60 - 0.61 712 5873 depth(d)-. -5.5_in.__ Fr= 350 1.00 1.60 - - 560 4620 j r= 0.8 FL= 425 - -- - - 425 3506 I Jd= 19.6 Ewn= 44D000 - - - 440000 Fe__= 038 Holdown Optionsi Concrete Embedded Strep Holdown Pn3formed Hodown Sfrap-Typs Hc1doivn(9ory-to-Story) j 1 , H i Connector.NG-Cannntbe used Holdown:Simpson HDU14-SOS2.5 Strap:(2)Sknpscn CMST14 ----------- ---------- - - - --- ---------------------------- - --- ---- -- -- -- ---- - -- - - Fasteners:- Threadrod Dia.= 1.000 in. Fasteners:(44)0.131'x2.5"Nails Eadr End Strap Width=- in. Chord Studs= 4 Qty Min. Strap Width= 6.00 In. ErKHxngth== ill, -- Enfi Le-ngh= 40 In. Chord Studs=- Qty Min. Chord'Studs- *-Qty Mitt. I Concrete fQ=- psi min.. ._ I End Distance=•- in.min. Plant-Instaflod Holdown Optionsi Conventional Strap Holdown Pro8oht Strap-Holdown Preformed"Holdown s ! I Strap:(2)ShNson CMST14 Connector:NG-Camiotbe used Holdmm Simpson HDU14-SO315 'Fasteners:(44)0.131W-6"Nals Each End Fasteners:- Threadrod Dia.= 1.000 In. 'Strap Width= 6.00 in. Strap Width-- in. Chord Studs= 4 Oty Min. End Length= 4D in. End Length= in. Plate Washer Size Chord Studs= 4 Qty Min, Chord Studs=- Qty Min. Width Length Thk. 3.00 8.5 0.73 j Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated,for chord force. - 3. Plant Installed,strap-type hotdowns must be bent around rim joist and secure to bottom of rim jo!st with not less than 4 fasteners,orthe lowest fastener on the strap must be installed within 1"of the bottom of the dm jolst. 3 ?o ,.� 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07-3010:58 AM 1-3 Page 3 of 3 Shearwall Design(cont.) Wall Line: Bracing list Story,Transverse Wall Line 1-3 i Connection Fastener Quantity per i 1 (fastener size and position exaggerated (minimum length and Connection or for illustrationpurposes) Parametars/Loads diameter or staple size) Spacing ' SW Top Plate-to-Truss or Bloating Stud Spacing= 16 in.oc #8 x 3"Screw 24 per bay (fastened through 5/8"gypsum) F,= 1559 Ibflbay #•iox3"Screw 20 perbay F2= 30 Ibf/bay 3'X0.131"Nail 26 per bay i Fa= 1559 Ibf/bay Stud Spacing= 24 In.oo 98 x 3"Screw 36 per bay F,= 2336 Ib9bay #10x3"Screw 29 per bay i F2= 45 IbVbay 310.131'Nail 39 per bay FR= 2339 Ibilbay SW Bottom Plate-to-Rim Joist or elocidng Stud Spacing= 18 in.oc #S x 3"Screw 10 per bay F,= 1559 Ibfibay #10x3"Screw 8 per bay Fz= 30 Ibflbay 3'X0.131"Nail 10 per bay _ FR= 1559 Ibflbay � I f Stud Spacing= 24 in.oc #8 x 3'Screw 14 per bay f,4 F,= 2338 Ibgbay #10x3"Screw 12 per bay F2= 45 Ibfibay 370.1311 Nail 15 per bay FR= 2339 Ibflbay I I I i I I 23.0727 LFRS Shearwall Design Case Specific 2012-12-03 2018-07-3010:58 AM -� 1-4 Page 1 of 3 Shearwall Desi-_gn Client: Professional Building Systems i Job Number: PlIS172111-16 Description:68666-NY Wall Line: Bracing 1st Story,Transverse Wall Line 1-4 IDesign Parameters: Shear OTM s I Wind Shear= 6385 Ibf 94.9 ft-kip Seismic Shear= 1300 1b 18.0 ft-kip -Response Factor,R:-6.5 46'-0"Length 30'-6"O/A Height IBC Seismic Design Cal: D 109 mph(Exp D),SDC D Bracing 1st Story j Overall Wall Geometry: Opening Definitions: Opening'Locations: Wall Height= 9.0 ft Rough Opening Location ' Overall Wall Length= 27.5 ft Mark Width Height Type Mark (ft) Wind Exposure: Exterior 1 CXW16 36.5 72 Window 1 CXW16 6.0 3.75 Items Supported: Endwall 2 2—CXW16-118:0.75 2nd of 2 Story 3 3 4 4 l Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Left Edge 6 6 7 7 $ 8 9 10 I 11 Note:Field fastners spaced at 6'oc for 318"and 7116"panels on studs 24"oc.For 16"oc 12 studs or other panel thicknesses,space fasteners at 12"oc. 13, 14 � --� -------Shearwatl-SheathingMeslgn t5 -------- - ------ —96—---- - - -----------------.- Perforated Method _ Perf.Wall Length= 27.5 ft Wall Sheathing: 7116"Structural Sheathing,7/16'x1.6"x16 Ga Stapia 3112 Shear Panel Length= 21.4 A Back Panel: None Mdx.Opening Height= 610 A Panel Edge Framing: 1.5-1n.edge fro_ming Perf.Wall Factor= 0.82 Min.Framing SG:SPF Wind Shear= 298 pif l Seismic Shear= 61 pif Anhorage: Uplift Force= -365 pif Chord Force= 3283 lbf j Wall Start:0'-0' i Wall End:271-6" Segmented Method Wind Seismic Wall Sheathing:7116"Structural Sheathing.7/16"x1.5"x16 Ga Staple 4/12 I Cumulative Length(ft) 21.4 21.4 Back Panet None Design Shear(plQ 298.1 60.7 Panel Edge Freeing:1.5-in.edge framing Pilin.Framing SG:SPF i .I - jSegment Layout:(w.r.t reference and of wall I! No. Start End No. Start End 1 0'-0' 6'_" 6 2 9'-1" 1 s'-i" 7 3 21'-2' 2T-6' $ 4 9 5 10 E Chord Force= 3283 Ibf each end of each segment i Shearwall Connection Forces Summary: i Shear-Forees: TensionlUplift Fords:(-Upward/+Downward) j Out-of-Plane Pressure= 18.4 psf(MWFRS) Wind Zone End j 41.7 psf(C&C End) Top-of-Wall -45 plf Out-of-Plane Shear- 83 plf(MWFRS) 0.8 x Wail DL 27 pif 188 psf(CB.0} Pert.SW Uplift -365 pif I In-Plane Shear= 298 pif(MWFRS) Bottom of Well -363 pif Chord Force,P= 3283 Ibf 5V L FIELD INSPECTION REPORT DATE COMMENTS X. tllql Lot c *d FOUNDATION (1ST) N 4r It w C � C 'FOUNDATION (2ND) 0q)N ROUGH FRAMING& PLUMBING H - 1 INSULATION PER N.Y-. H STATE ENERGY CODE Vm9 MAL FINAL dF ADDTTIO COMMEN S ;- -� -- � � 6 - - Z 6 21-o `� H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,N.Y. 11971 4 sets of Building Plans TEL.: (631)765-1802 Planning Board approval FAX: (631) 765-9502 '' Survey www.northfork.net/Southold/ PERMIT NO. r Check Septic Form vI N.Y.S.D.E.C. Trustees Examined Contact: yam, Approved ,38G�L{ LESU �/ t Mail to:SUFFOLK ENVIRONMENTAL 11 , Disapproved a/c P.O.Box 2003;Brideehampton,NY 11932 SEP 2 0 2018 fi Phone: (631)537—5160 Expiration VOZZ) ip^ B .IijT11G DEP'P° (Building In tor) APPLICATION FOR BUI G PERMIT Date September 19,2018 INSTRUCTIONS 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 waterway. 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 from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant, or name,if a corporation) Suffolk Environmental Consulting,Inc. _ P.O.Box 2003;Bridgehampton,NY 11932 (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor,electrician,plumber or builder AGENT Name of owner of premises Kevin Whitrock (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) Builder's License No. Plumber's License No. Electrician's License No. Other Trade's License No. 1. Location of land on which proposed work will be done 580 'Terry Path Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 123 Block 06 Lot 20 Subdivision N/A Filed Map No. L`ot. ' -.n (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.Existing use and occupancy Residence with attached deck and detached garage b. Intended use and occupancy Residence with attached deck and detached garage 3.Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition X Other Work (Description) 4. Estimated Cost $250,000± Fee (To be paid on filing this application) 5.If dwelling,number of dwelling units 1 Number.of� iWA- ilg.units on each�1 of N/A C If garage,number of cars 2' � � 6.If business, commercial or mixed occupancy, specify natuPe and;extent of each�type'4 e N/A 7.Dimensions of existing structures,if any: Front 26.2 9`i„Rear 30.2 , r Depth 32.3 Height <35 Number of Stories 1 "%- � Dimensions of same structure with alterations or additions: Front N/A Rear Depth Height Number of Stories 8.Dimensions of entire new construction: Front 27.6 Rear 27.6 Depth 46.0' (max.) Height <35 Number of Stories . ` `Z 9. Size of lot: Front 36.40' Rear 41.58' Depth 600.95' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: YES X NO 13. Will lot be re-graded YES NO X Will excess fill be removed from premises: YES NO X 46 Willow Ridge Road 14.Name of Owner of premises Kevin Whitrock Address Smithtown,NY 11787 Phone No. (631)754-7065 Name of Architect Davgid T.Feeney.,PE Address 77 E Market St,Middle.Middleburg,PA 17842 Phone No. 570-837-1424 Name of Contractor Amos Merriuer Address N/A Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X 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. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Bruce A. Anderson being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. (S)He is the Agent- Suffolk Environmental Consulting,Inc. (Contractor, agent,corporate officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of this knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this /_' / da of ,/Pt/s � dols, 20+-2- 9 1 Notary Public Signature of Applicant CRAIG,GIBSON No. 0 GII4483�0462,Suffolk State of ewouoty Term Expires March 30. �c ' � s � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,N.Y. 11971 4 sets of Building Plans TEL.: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 12 (� Contact: Approve(L 00 Mail to:SUFFOLK ENVIRONMENTAL Disapproved a/c P.O.Box 2003:Brideehamnton,NY 11932 Phone: (631)537—5160 Expiration '2006 Inspe r) Q Q Q D AUG 2 9 2017 PLICATION FOR BUILDI MIT -r Date August 25,2017 BTj f G 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 waterway. 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 from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant, or name, if a corporation) Suffolk Environmental Consulting,Inc. P.O.Box 2003; Bridgehampton,NY 11932 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder AGENT Name of owner of premises Kevin Whitrock (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) Builder's License No. Plumber's License No. Electrician's License No. Other Trade's License No. 1. Location of land on which proposed work'will be done 580 Terry Path w. Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 123 Block 06 Lot 20 Subdivision N/A Filed Map No. Lot (Name) 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.Existing use and occupancy Residence with attached deck and detached garage 7,1 b. Intended use and occupancy Residence with attached deck and detached garage 3.Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition X Other Work (Description) 4.Estimated Cost $250,000± _ Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor N/A If garage, number of cars 2' 6.If business,commercial or mixed occupancy, specify nature and extent of,each type of use N/A 7. Dimensions of existing structures, if any: Front - 26.2 Rear 30.2 Depth 32.3 Height <35 Number of Stories 1 - Dimensions of"•same fructure;with alterations or additions: Front N/A R r —Height Depth k v,-:,'; ; �1 , . ga { •- � � ht Number of Stories -� 8.Dimensions of entire new construction: Front 27.6 Rear 27.6 Depth 46.0' (max.) Height <35 Number of Stories 2 o:. 9. Size of lot: Front 36.40' Rear 41.58' Depth 00:95' -• "°1'-s 10.Date of Purchase--7/7-'/ Name of Former Owner 11.Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: YES X NO 13.Will lot be re-graded YES NO X Will excess fill be removed from premises: YES NO X 46 Willow Ridge Road 14.Name of Owner of premises Kevin Whitrock Address Smithtown,NY 11787 Phone No. (631)754-7065 Name of Architect Davgid T.Feeney.,PE Address 77 E.Market St,Middle,Middleburg,PA 17842 Phone No. 570-837-1424 Name of Contractor Amos Merringer Address N/A Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X 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. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Bruce A.Anderson being duly sworn,deposes and says that he is the applicant (Name of individual signing contract) above named. (S)He is the _ Agent-Suffolk Environmental Consulting,Inc. (Contractor, agent,corporate officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of this knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn ton rw!:me this 2V day ofy 2017 lzlei�� A Notary Public Signature of Applicant Matthew D (vans Notary Public, of New York No 011V6053859 Qualified in Surfolk County Commission Expires January 22, 20 1 9• --------........ %- =2 BOARD OF SOUTHOLD,TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9263 DATE: JUNE'20,2018 VIA ISSUED TO: KEVIN WHITROCK V%G,2 l- PROPERTY ADDRESS: 580 TERRY PATH, MATTITUCK SCTM# 1000-123-6-20 AUTHORIZATION' w" Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 91 1� accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 20. 2018, and in consideration of application fee in the sum of$250.00 paid by Kevin Whitrock and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board -of'Trustees authoriies and permits the following: Wetland Permit to demolish an existing 889s ft. one-story dwelling,210s ft. detached garage, and abandon existing septic system; construct a 1,442sq.ft. two-story dwelling with a proposed at grade 6'x281 168s ft. deck against the landward edge of the bulkhead; a proposed 576sq.ft. detachedgarage; install a new septic system 120' from wetland boundary; and to install two(2) 6'x5' drywells to contain roof runoff on the dwelling, and one(1) 6'x5' drywell to contain roof runoff on the new detached garage; with the condition that if issues arise with the Building Department relative to the deck, applicant must amend the permit; and as depicted on survey prepared by Peconic Surveyors,P.C., dated August 22,2017, and stamped approved on June 20,2018. IN WITNESS WHEREOF, the said Board of Trustees hereby Causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this. Yo 31 4-, r . a TERMS ANIS C®NDITiONS The Permittee Kevin Whitrock residing at 580 Terry Path Mattituck New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. ` 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President ®� S®(®�� Town Hall Annex Michael J.Domino,Vice-President ®� ®�® 54375 Route 25 P.O.Box 1179 John M.Bredemeyer IIIJW 1WSouthold,New York 11971 A.Nicholas Krupski Telephone (631) 765-1892 Greg Williams �® �® Fax(631) 765-6641 COU9d BOARD OF TOWN TRUSTEES OOT TOWN OF SOUTHOLD ry rid �$rl�'1...a��1T(`-iLCiSc CERTIFICATE OF COMPLIANCE 1728C Date:July 15,2020 THIS CERTIFIES that the demolition of an existing 889sq.ft. one-story dwelling 210sq.ft.detached garage and abandon existing septic system*,construct a 1 442sq ft two-story dwellingwith ith a proposed at grade 6'x28' (168sg ft)deck against the landward edge of the bulkhead;a proposed 576sq ft detached garage; install a new septic system 120' from wetland boundary• and to install two(2)6'x5' drywells to contain roof runoff on the dwelling and one(1)6'x5' drywell to contain roof runoff on the new detached garage;with the condition that if issues arise with the Building Department relative to the deck applicant must amend the permit; as-built 2'x8' second-story cantilever over existing as-built 5'x10'wood steps,• as-built 5'x7' entry stoop 5'x10' wood steps, in replacement of existing concrete walkway' as-built 16'x20' on-grade paver patio,• construct 20.2'x24.3' one-story framed garage in lieu of previously approved 24'x24' garage-,installation of two(2)6'x4' drywells in lieu of previously approved two(2)6'x5' drywells• as-built 4'x7'platform supporting two air-conditioning units;as-built 4'x6' outdoor shower on landward side of house;as-built 3'x4' generator pad;and for the 83' long stone wall landward of the existing dwelling; At 580 Terry Path,Mattituck Suffolk County Tax Map#1000-123-6-20 Conforms to the application for a Trustees Permit heretofore filed in this office Dated MU 11,2018 pursuant to which Trustees Wetland Permit#9263 Dated June 20,2018,was issued and Amended on July 15,2020 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 demolition of an existing 889sq.ft. one-story dwelling, 210sq ft detached garage and abandon existing septic system,• construct a 1 442sq.ft.two-story dwelling with a proposed at grade 6'x28' (168sq ft deck against the landward edge of the bulkhead,• a proposed 576sg.ft.detached garage-, install a new septic system 120' from wetland boundary;and to install two(2)6'x5' drywells to contain roof runoff on the dwelling and one(1)6'x5' dwyell to contain roof runoff on the new detached garage;with the condition that if issues arise with the Building Department relative to the deck applicant must amend the permit; as- built 2'x8' second-story cantilever over existing as-built 5'x10' wood steps;as-built 5'x7' entry stoop 5'x10' wood steps in replacement of existing concrete walkway;as-built 16'x20' on-grade paver patio;construct 20.2'x24.3' one-story framed garage in lieu of previously approved 24'x24' garage; installation of two(2)6'x4' drywells in lieu of previously pproved two(2)6'x5' dWyells• as-built 4'x7'platform supporting two air-conditioning units;as- built 4'x6' outdoor shower on landward side of house;as-built 3'x4' generator pad;and for the 83' long stone wall landward of the existing dwelling. The certificate is issue o Kevin Whitrock owder of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:.(631)444-0365 I F (631)444-0360 w,.wdec nygov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Kevin Whitrock August 13, 2018 46 Willow Ridge Dr Smithtown, NY 11787 - Re: Application #1-4738-04174/00002 Whitrock Property, 580 Terry Path, Mattituck SCTM # 1000-123-6-20 Dear Applicant: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that the subject property is situated between two properties with substantial man-made legal structures (bulkheads) constructed prior to August 20 1977 with a separation distance between the two structures of less than 100 feet as shown on the Aerographics Image Exposure 69-1910. Therefore, in accordance with Tidal Wetlands Land Use Regulations: Part 661.4 (b) (2), the portion of the subject property landward of the existing bulkhead is beyond Tidal Wetlands Act (Article 25)jurisdiction and no permit is required for work landward of this structure. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Ro - r Evans Regional Permit Administrator cc: Suffolk Environmental Consulting; BMHP; file NEW YORK Department of STATE Of OPPORTUNITY Environmental Conservation S Z FORM NO. 3 �- �O� 2 NOTICE OF DISAPPROVAL At- - y3 -_ DATE: September 6, 2017 TO: Suffolk Environmental Consulting(Whitrock) PO Box 2003 Bridgehampton,NY 11932 Please take notice that your application dated August 29, 2017 For permit to demolish an existing single family dwelling, construct a new single family dwelling and an accessory garage at Location of property: 580 Terry Path, Mattituck County Tax Map No. 1000—Section 123 Block 6 Lot 20 Is returned herewith and disapproved on the following grounds: The proposed accessory garage is not permitted on this non-conforming 22,775 square foot parcel, pursuant to Section 280-15F, which states; "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front-yard setback requirements set forth by this code, and the side yard setback requirements for accessory buildings in Subsection B..." Pursuant to Article III Section 280-15B requires minimum side yard setbacks of 15 feet. The proposed garage notes side yard setbacks 8.5 eet an 6.4 let. Furthermore, the proposed single family dwellingis s not permitted pursuant to Article XXIII, Section 280-124, which states that on lots measuring between2QGW and 39,999 square feet in total size the minimum rear Yard setbac ' 0 feet the imum sin ide and set ack is 15 feet and a total side and setback of 20 feet. Fo wing the proposed co ion the single fAily dwelling will have a rear yard setback of 40 feet aside and setback of 5.9 feet an rya total side yard seVdack of 11.9 feet. 5 Author' ignature/ V Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: September 6, 2017 AMENDED &RENEWED: October 31, 2017 TO: Suffolk Environmental Consulting(Whitrock) PO Box 2003 Bridgehampton,NY 11932 Please take notice that your application dated August 29, 2017 For permit to demolish an existing single family dwelling, construct a new single family dwelling and an accessoryag rage at Location of property: 580 Terry Path, Mattituck County Tax Map No. 1000—Section 123 Block 6 Lot 20 Is returned herewith and disapproved on the following grounds: The proposed accessory garage is not permitted on this non-conforming 22,775 square foot parcel,pursuant to Section 280-15F, which states; "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front-yard setback requirements set forth by this code, and the side yard setback requirements for accessory buildings in Subsection B..." Pursuant to Article HI, Section 280-15B requires minimum side yard setbacks of 15 feet. The proposed garage notes side yard setbacks of 8.3 feet and 6.0 feet. Furthermore the proposed single family dwellingipermitted pursuant to Article XXIII, Section 280-124— which states that on lots measuring between 20,000 and 39,999 square feet in total size, the minimum rear yard setback is 50 feet the minimum single side yard setback is 15 feet and a total side yard setback of 20 feet. Following the proposed construction the single family dwelling will have a rear yard setback of 40 feet, a side yard setback of 5.9 feet and a total side yard setback of 11.9 feet. Thi otice of ro 1 as amended to correct proposed setbacks. Authorized ign Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC.-file, Z.B.A. ��ILi7is�S/ BOARD MEMBERS �*OF $OUryO Southold TownHall Leslie Kanes Weisman,Chairperson �� l0 53095 Main Road•P.O.Box 1179 [ c Southold,NY 11971-0959 Patricia Acampora GO Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. ��� 54375 Main Road(at Youngs Avenue) Nicholas Planamento CouSouthold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD February 25,2020 Tel.(631)765-1809•Fax(631)765-9064 Bruce Anderson F E B 2 8 2020 Suffolk Environmental Consulting, Inc. P.O. Box 2003 t Bridgehampton,NY 11932 ' Re: De Minimus Request, Whitrock, File#7143 580 Terry Road, Mattituck, SCTM No. 1000-123-6-20 Dear Mr. Anderson; I am in receipt of your correspondence dated February 14, 2020,requesting de minimus approval for the construction of a single family dwelling and a garage. In your letter you explain that an"as-built"survey prepared by Peconic Surveyors, dated December 23, 2019, differs from the survey approved by the Zoning Board of Appeals in their determination No. 7143, dated March 15,2018, as follows: 1. Approved dwelling to measure 27.6 ft. by 45 ft., now measures 27.7 ft. by 46.3 ft. 2. Approved dvkelling set back 5.9 feet from the side yard property line, now set back 5.7 ft. 3. The as built survey now depicts a 2 ft. by 10 ft. second story cantilever. 4. Approved garage to measure 24 ft. by 24 ft.,now measures 20.2 ft. by 24.3 ft. 5. Approved garage set back 6 ft. and 8.5 ft. from side yard property lines, now set back 5.8 ft. and 12.4 ft. 6. A new outdoor shower with roof was constructed off the rear of the house setback 7 feet from side yard. I reviewed your letter,the"as-built"survey, and the ZBA determination No. 7266, and have determined that Nos. 1 through 5 of your requests are de minimus in nature because the changes do not increase the degree of non- conformity and upholds the intent of ZBA Appeal No. 7143. However, an outdoor shower with a roof is considered an as-built structure which was not proposed in the prior variance relief. The design is not de minimus in nature; therefore, variance relief will be required. If you wish to maintain the"as-built" outdoor shower,you will be required to return to the Building Department to obtain a new Notice of Disapproval, and then apply to the ZBA. 'fie se`s`ubmit toF o r,�gf tces�tvV,o,sigriec�;,4!� tamped,i e ht'ans�dep(ctii�ng� It e, (sting=and propgse i nprovaeri�gnts with the.afore`metiroried;chfig� itrthermore, be advised that the condition set forth in Appeal No. 7143 will still apply,. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. l es eisman Chairperson cc: Michael Verity,Building Department BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��I ISO 53095 53095 Main Road-P.O.Box 1179 �� 1p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G Town Annex/First Floor,Capital One Bank Gerard P.GoehringerO 54375 Main Road(at Youngs Avenue) Nicholas Planamento COUNTY Southold,NY 11971 http://southoldtownny.gov NIVZONING BOARD OF APPEALS TOWN OF SOUTHOLD 2 2 201$ Tel.(631)765-1809-Fax(631)765-9064 RECEIVED r- QR FINDINGS,DELIBERATIONS AND DETERMINATION S J g � � MEETING OF MARCH 15,2018 2 AR 1 20,E 8" ZBA F3 3 uthold Town Clerk NAME OF APPLICANT: Kevin Whitrock PROPERTY LOCATION: 580 Terry Road,Mattituck,NY SCTM No. 1000-123-6-20 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 December 11, 2017 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 February 16, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is the Coordinator's recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The LWRP reported that the residential structure is located in FEMA Flood designation 0.2 percent annual chance of flood hazard or 500 year flood,which means a flood, has a 1 in 500 chance of occurring in a given year. The report also remarks on proximity of proposed improvements to flood zone VE and recommends moving development as far away from flooding and erosion hazards as practical. However, with the conditions imposed herein, the Board finds the proposed action CONSISTENT with the LWRP PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 22,775 sq. ft. parcel in the R-40 Zoning District. The parcel measures 41.58 feet fronting the Great Peconic Bay on the southerly property line, 600.95 feet along the easterly property line, 595.00 feet along the westerly property line and 36.40 feet fronting Terry Path along the northerly property line. The parcel is improved with a single family dwelling, a detached garage and a wood deck attached to a wooden bulkhead as shown on a survey prepared by John T. Metzger, L.S. last revised November 28,2017. BASIS OF APPLICATION: Request for Variances from Article III, Sdction 280-15B and 280-15F,Article XXIII, Section 280-124; and the Building Inspector's September 6, 2017, Amended October 31, 2017 Notice of Disapproval based on an application for a building permit to demolish an existing single family dwelling, construct a new single family dwelling and a new accessory garage; at; 1) proposed dwelling located less than the code t Page 2, March 15, 2018 #71.43, Whitrock SCTM No. 1000-123-6-20 required minimum rear yard setback of 50 feet; 2)proposed dwelling located less than the code required minimum side yard setback of 15 feet; 3) proposed dwelling located less than the code required minimum total side yard setback of 20 feet; 4) proposed accessory garage located less than the code required minimum (2) side yard setback(s)of 15 feet; at: 580 Terry Path,Mattituck, (Adj.to Great Peconic Bay), Mattituck,NY. SCTM#1000-123- 6-20. RELIEF REQUESTED: The applicant has proposed to demolish and reconstruct a new single family dwelling and a new accessory detached garage. The requests include a 40 feet rear yard setback from the single family dwelling to the rear yard property line instead of the minimum required 50 feet, a side yard setback of 5.9 feet where a minimum of 15 feet setback is required, and a total side yard setback of 11.9 feet where a minimum of 20 feet is required. In addition the applicant requests area relief for the proposed accessory garage which will be set back 8.3 feet and 6.0 feet from the side yard property lines where a minimum 15 feet for each side yard is required. ADDITIONAL INFORMATION: The applicant's agent presented to the Board members letters from neighbors in support of the proposed improvements and copies of prior ZBA decisions granting similar variances to other property owners in the community. In addition, the agent submitted a series of aerial photographs depicting most neighboring properties with non-conforming property widths. The photographs also illustrated that of a total of 23 dwellings 19 of them contain two story dwellings as proposed by the applicant. The applicant has agreed to remove and dispose of a small shed located landward of the existing garage. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 1, 2018at 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. 1. Town Law §267-b 3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Terry's Path is a private road that parallels Great Peconic Bay. The majority of the homes on Terry's Path in the area of the subject property have similar size non-conforming narrow, deep lots with long narrow private driveways that provide access to the waterfront homes. While the community developed as an area of seasonal summer cottages, over time most have been renovated to two story year round dwellings, as proposed by the applicant. Most properties also have accessory garages in the front yard with non-conforming side yard setbacks 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 area variances. Side yard setback relief for the dwelling and the accessory garage is necessary because of the very narrow non-conforming width of the parcel which measures only 36 .4 feet While the applicant could conform to the code required minimum rear yard setback, the rear yard setback of the proposed new dwelling is greater than the existing dwelling to be demolished (31 feet) and greater than the average rear yard setback of other properties nearby. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 20% relief from the code for the rear yard setback, 60.6% single side yard, and 40.5% total side yard setbacks for the dwelling; and 44% and 60% relief for the accessory garage side yard setbacks. However, an aerial map analyzing 23 neighboring properties adjacent to the Great Peconic Bay depicts the average rear yard setback as 34.9 feet. Therefore, the proposed 40 foot rear yard setback variance would be consistent with the character of the neighborhood and is greater than the existing rear yard setback of 31 feet. The proposed new dwelling is centered on the subject lot to create the largest side yard setbacks Page 3, NI-arch 15, 2018 #7143, Whitrock SCTM No. 1000-123-6-20 possible and proposes to increase those setbacks form the existing 3 ft. and 6.4 feet. An existing shed near the existing accessory garage is proposed to be removed and the lot coverage is only 9%. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential unity 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. Stormwater Management methods will be established in order to contain runoff on the property and a new sanitary system will be installed to be in compliance with Suffolk County Sanitary Code. 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 limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new home and an accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for, and shown on the a survey prepared by John T. Metzger, L.S., last revised November 28,2017 SUBJECT TO THE FOLLOWING CONDITION: 1. The applicant shall install leaders and gutters on the dwelling and the accessory garage in order to contain stormwater run-off on the premises. 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 in 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 variances) 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. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written /A 1 2 ' Page 4, March 15, 2018 #7143, Whitrock SCTM No. 1000-123-6-20 request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,Dantes,Acampora, and Planamento. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing / /2018 Scott A. Russell °SU� ST�O�]RIW�] WAXIE)R� SUPERVISOR 5 z IWA NA� G!JEAMHEN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) SEP .2.4 2018 - DOES THIS PROJECT INVOLVIE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No . R❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑5Z-C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. �❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. #: 1000 Date: APPLICANT: (Property Owner,Dessidign Professional,Agent,Contractor,Other) District NAME �r Vu. {�tr'..'�S OK. I ZS , ` ZV I Q Section Block Lot FOR BUILDING DEPARTMENT USE ONLY 'f'` Contact Information Fdkphm 14-fto Reviewed By: - - — — — — — — — — — — — — — — — — Cj Date: q-aZ(9 'I' Property Address / Location of Construction Work: — — — — — — — — — —- — — — — — — ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. /% ItoL tormwater Management Control Plan is Required Fr(IlForward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. #: 1000 CHAPTER (Property Owner,Design Professional,Agent,Contractor,other) — _ blosum/r CHAPTER 236 AA /Z3 _e Co Stormwater Management Control Plan CHECK LIST;, NAME: 1rQ Ali l do��.. section Block Lot W a S M C P -Plan Requirements: Provide ONE co of the Building Permit Application. J� /W�... ...P o q PY g PP 31 Date: � � >►c The applicant must provide a Complete Explanation and/or Reason for not providing , Tekplw;F_ . 0 °1 �` all Information that has been Required by the following Checklist 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Ite e PFeyYr& ,TustificatIo e! show all of the followingitems: YES NO NA If you need additional room for ex la ins, ip Please Provide a itio_ � aper. a. Location & Description of Property Boundaries 00 b. Total Site Acreage. 0 0 c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by 9236-1702). >.r d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. @ f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) prop Qy Ok• g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. CONTROLS h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. EZ11 she,!! ine1lude but not be Iirnitg-d tom 1. Location of proposed Swimming Pool and discharge ring. =IF FOOD 00 J?001 oJe j. Location of proposed Soil Stockpile Area(s). =11 y"JI hop t k. Location of proposed Construction Entrance/Staging Area(s). SeedinI I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate jbjo;PFCMONS ARE RFQUIRED on-site the run-off from all impervious surfaces generated by a two(2")inch 00 RAINAG at 765-1560 before rainfall/storm event. Conteet TO 5%Eng-in22rin - r' Certification 3. Details&Sectional Drawings for Stormwater practices are required for approval. ' OR PFeyide ed t0 Code. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. FV70C� b. Construction Entrance & Site Access, c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) L__] I d. Leac h i ng Structures (e. . infiltration basins,swa les,etc.) I ()It 1_:NC�[N[�IfilV )EPAR`I' N" USE ONLY I FI Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: I — — — — — — — — — — — — — — — — — — — — —p Stormwater Management Control Plan is Complete. Date: ® SMCP has been approved by the Engineering Department. I FORM * SWCP - eck List -TOS MAY 2014 O C T 1 6 2019 F BUILDING DEPARTMENT- Electrical inspector TOWN OF SOUTHOL®_,- J": 19 Town Hall Annex- 54375 Main=Road =,,PlD, Box 11-7.9 " Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX'(631) 765-9502:.-,',;___� 4,. ro err southoldtownn ov w sea nd southoldtownn .gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: g3h(olkq Company Name: rn IR suepat � Name. License No.:3%--% — email: 1 Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: &)n \4h1A-fnu_ Address: Kv" Cross Street: Phone No.: 7 Bldg.Permit#: email: Tax Map District: 1,000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) � = V Circle All That Apply: Is job ready for inspection?: OYES1 Rough In Final Do you need a Temp Certificate?: YES N Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# . New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead #Underground Laterals 12 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.As 101 �� 11y r�1 I\\17 " t BUILDING DEPARTMENT-'Electric b31_C�U V 1 TOWN OF SOUTHOLD F' . Town Hall Annex - 54375-Main Roa - O EhK117P 2018 Southold, New York 11971-0959 Telephone (631) 765-1802 -,FAX (631) - . ,. G DEPT. ,r0 � richerttowr�nptathrld.rtr4;�;. u-; prD APPLICATION FOR ELECTRICAL INSPECTION_ REQUESTED BY: ® Date 11 Company Name: L 10 Name: License No.: 73 14E email: �Lp� Address: Phone No : ' JOB-SITE INFORMATION: (Ail Information Required) n �� Name: o -- Address: sso �— Cross Street: Phone No.: _ Bldg.Permit#: L email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCR IPTIO14 OF WORK(Please Print Clearly) �bGUPI (A f e S f W ®/1 c (vl SV.LL Leat of .vu Circle All That Apply: Is job ready for inspection?: S / NO Rough In Final Do you need a Temp Certificate?: YES / O Issued On °emp Inforar�ati®r�: '(All information required) ServlbwSize \v 3 Ph Size: 000 A # Meters,, _ Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Jn ergroun Overhead #.Underground Laterals 1 2 Frame Pole Work done on Service? Y N Ad+ditional'Information; , � PAYMENT DUE WITH APPLICATION- 82-Request for ins edon Forr .xis VA, Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President HAND DELIVERED August 29,2017 Amanda Nunemaker—Plans Examiner Town of Southold P.O. Box 1179 Southold, NY 11971 Re: Whitrock 580 Terry Path —Mattituck SCTM 1000-123-6-20 Dear Ms. Nunemaker, Request is hereby made for a Notice of Disapproval that will authorize us to proceed with an application for zoning variance.Attached-here with please-find1hefollowing: • Application for Building Permit; • Survey prepared by Peconic Surveyors, P. C. last dated August 22, 2017: and • Check made payable to the Town of Southold in the amount of$50. Kindly prepare requested Notice of Disapproval at your earliest opportunity.Thank you in advance for your anticipated cooperation. Yours truly, Bruce An erson cc: K.Whitrock D [ECEOVE Do AUG 292017 Kenneth Stenger n a}I®n a r'd Senior Supervisor L Customer Connections Department November 19, 2018 Kevin Whitrock 46 Willow Ridge Drive Smithtown, NY 11787 E-mail: KWHITROCK08 a@-YAHOO.COM ; AMOSMERINGERBUILDERt-YAHOO.COM National Grid WO#: T102138349 Service Address: 580 Terry Path Mattituck, NY 11952 To Whom It May Concem: This letter is to advise you,that National Grid investigated your request and confirmed that the subject properly does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free numbei to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored"817", or the local number for NYC/LI area, 1-806-272-4480.This-confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this "811" call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, • Kenneth Sten er ' Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood,NY' 11795 T:631-348-6150 F:516-545-2333 kenneth.stenger@nationalgrid.com www.nationalgdd.com PSEG Long bland 175 E Old Country Road Hicksville NY 11801 LONG ISE 0 LAIN 1)G Pt ' We make thzngs zvorkfor you. Distribution Design 117 Doctors Path Riverhead, NY. 11901 D 10-2-2018 OCT 5 2018 Kevin Whitrock 46 Willow Ridge Dr. BUHLq7-D"F?T. Smithtown, NY.11787 Re: Electric Demolition Request Ref.#900000076028 580 Camp Mineola East Ext., Mattituck, New York Dear PSEG Customer, This is to advise you that the PSEG-Ll electric facilities at the above referenced location have been removed. You must also contact National Grid at 516-545-4973 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural' gas. In accordance with the New York State General Business law—Chapter 818, Industrial Code Rules 53, please inform the demolition rontractor to notify the Utility Control Center at 811 or 1-800- 272-4480,48 hours prior to starting work to request a mark out of the utility services in the area. If you have any questions regarding the above, please contact Ken Mucci at 631-284-5304 or via email at Kenneth.Mucci@pseg.com. Very truly yours, Kenneth Mucci Customer Planning Representative PSEG-LI ` Inc.Suffolk Environmental Consulting,�~ ���� � �^� Nenoouo Village = Suite ° 23l0Main Street POBox 2003 " Bridgehampton NY 11932-2003 t031.537.5160 " f631.537.5291 Bruce Anderson,M.S.,President January 2S, 2U31 Michael Verity, Chief Southold Town Building Department P. O. Box 1179 Southold, NY 11932 ^^ ^^ ]hN � � �O9i � ^"�. Re. VVhitrock Situate: SDOTerry Road, K8ottituck S[TM# Dear Mr.Verity, |nfurtherance ofmyprevious request for aCertificate ofOccupancy for the project referenced above dated October 2, 2020, 1 again enclose Board of Town Trustees Certificate of Compliance dated July 15,2020 along with the stamped a0proved survey by Peconic Surveyors, P. C. last dated December 23, 2019.You will note that the front and rear decks are depicted on the survey. As to the now requested set of architectural plans for the constructed side and rear deck, I request that that condition be removed as it creates an undue hardship for the property owner. Presumably,the Town would have inspected the deck under construction in any event. Kindly issue acertificate ofoccupancy for this project. 2 Yourstr |y, Bruce A.Anderson Co. K. VVhitrock A. K8eringer SURVEY' OF PROPERTY A T .MA TTIT UCK TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000--123-06-20 S'A.LE.• 1'=30' JANUARY 2, 2013 JUNE 27, 2017 VACANT AUGUST 22, 2017 (PROPOSED HOUSE) Abandoned Agricultural Land NOVEMBER -8, 2017 (RENIS/ONS) I TERRY PATH (PRIVATE ROAD) I Ln (PUBLIC WATER IN ROAD) ASPHA_T re ROAD N/O/F CHARLES & o 14.0+ 112+ DOROTHY OLDANI N/O/F WILLIAM LASCELLE ASPHq�T & ELIZABETH RICHARDS ' S89009'00"E 3.3+ 36. 0, 13.2+ 367.00' 1 45.00' 1 45.00' 1 45.00' I 45.00' WATER3\ 81.00' I I I I METER £ YACCAR I I I I t 1 I 1 \ I I L I I INO 06-27- ' 1 1 06-27-2017 1 I I I I £ 1 1 1 I Z 1 � I ►� ' � 1 I N I I I I O ► ' ' I 1 rn I I I I I I I I £ , I 1�y I I I I 0.2' 0l I I I I £ COMPOST o BIN o I 1 rn I I I I ml m I I I I I I I I I I 1 1 £ WELL z I I I I I � O 1 1 1 1 Z WELL WELL TO BE C7 r fT1 r I I pBANDONDED I 1 1 0 O r Cu c:: r I O r mry DD 71 Q3 W £I£ I 0 n n frr � 12.2'R.FT1 SHED -Z £ 0 -O 0 2.6 C rn I I I I R voi£ C.)1 1 I 1 0 7J I I I rri rr I FRAME SHED £ r- GARAGE r PROPOSED RAIN RUNOFF CONTAINMENT I I 3'1' £ rrI 11 6 PROPOSED HOUSE =1270 sq.ft. -� CONC. 1270 x 1 x 0.17 = 216 cu.ft. 216/22.3 = 10 VF PROVIDE (2) DW's 60 X 5' DEEP i �d PROPOSED GARAGE = 576 sq-ft- 5 76 q.ft.576 x 1 x 0.17 = 98 cu.ft. 98/22.3 = 4.4 VF TEST HOLE DATA SHED M PROVIDE (1) DW's 60 X 5' DEEPMcDONALD GEOSCIENCE .6 12.2'06 £ DRY WELLS TO BE CONNECTED WITH GUTTERS & LEADERS 05/02/2017 S3• EL. 9.1' DARK BROWN LOAM OL 6.0' 24.0 I I __ -- 1' 11' /PR ORfSSED £ PROPOSED SEPTIC SYSTEM AGCD (4 BEDROOM HOUSE) ------ BROWN CLAYEY SAND SC I 4' -*� 24.0' g.5 [1] 1000 GALLON PRECAST SEPTIC TANKD 6.4' Ga, � BROWN FINE TO COARSE SAND SW K ;o TG aErn I [4] LEACHING GALLEYS (8.5' x 3.5" HIGHT) ----- y' Co PALE BROWN FINE SAND SP 5' C O.4' E GARAGE eE EXISTING CESSPOOL TO BE REMOVED OR FILLED - a o MN• pEAgJSHEO z 2 STY. IN TO SCDHS SPECS 0 LG 4 LG £ 5 . HSE WATER IN PALE BROWN FINE SAND SP 5• N N1 to• I a ' •33' MIN LG MIN. 17' 1 LG 4' TEST E SEPTIC SYSTEM DETAIL NOTE.• WATER ENCOUNTERED 8.3' BELOW SURFACE D,4w z _ HOLE o.6E EL9.1' £z I HOUSE SLATE OR OTHER NOT TO SCALE g MIN OSTo' -- to F.F. EL. 12.0' SUITALE COVER STOPPER END PLUG £D o EL. 10.0' FINISHED GRADE EL. 9.1 FE I.E. o o <n W �I mosonory chimney IILI ,III I III W u III III o 1 W DW A6 £rZ, o 9.0' x _ `" - I u f2 D MIN. m > 6„ � . . 6%NIN. AREA OF E%ISTING FELLED N KIND 8.5' CLEAN /E 7 5' TO REMOVED OR SPECIFICATIONS o CLEAN m OUT ( TO S.C.D.H.S. p UT. 0 5.9 1.E. 18" L E. 0 s.o' 27.6 6" 7.7' LE. 1/4" PER FOOT MIN. 8.2' 1/8" PER FOOT MIN. 7.5 . . :moi ':; .:`; 3.5' :11,. PITCH MIN. 4" DIA. PIPE PITCH MIN. 4" DIA. PIPE `:' '�' D d O CLASS 2400 PIPE OR EQUAL min ; CLASS 2400 PIPE OR EQUAL 0' a �op-� Y> O x 1000 GAL.PRECAST [4] LEACHING GALLEY O i AUSFE 1v 1 2'+ SEPTIC TANK jl 3' (8.5' x 3.5" HIGHT) 3 ,1 �7' ' ' � EL y k frcrDZBA GROUND WATER FIN. FLR. Idg Dept ens,EL.1.1'---,k- ---- ------ EL.1.1' --------- ., ` --------------------�------ - FENCE xisf) Hb IS Final reviewe, _ m EL. BE DE �Z, FE ``���� �I p, o.SW Wil, ZBA Fife �17 HIGHEST RECORDED GROUNDWAT� I �� I - / 1m, 5'E02 �. 3, ),5 I �RUNOFF WpOD h MARE 27.6' -aI BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL 1,4 BACKFILL /I- FENCE ALONG EXIST HOUSE , RO BE DEMOLISHED MBER RET.WALL TIMBER WALL 1.1'E / .1ro B STONEPATIO ASL STEPS AREA=22,775 SO. FT. BULKHEAD +8-6, 0.2 E 04 TO TIE LINES OOD , DECK wooD � BO 7 p 1.5'+ LNEW FR. f o ZONE X &WOODEN WOODEN F +9.0' BULKHEAD STEPS (� 1 o=MONUMENT I AM FAMILIAR WITH THE 5TANDARD5 FOR APPROVAL AND MH �11E UNE g10fjG MH 1.6+ ZONE X c0`� � 1.II''3`r�0 fp CONSTRUCTION OF SUBSURFACE SEWAGE D 1 SPO5AL 5Y5TEM5 FOR FLOOD ZONE L 1 NE__----- IN SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE GOND I TIONS = D ZONE LINE t ' ELEVATIONS REFERENCED TO N.A.V.D. N81'46� " ------ SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. 22 {�/ � ,„ • .F ,,;.,,� ,�, 41.58' v, ��.:.,j•Y rf FLOOD ZONES FROM FIRM 36103(,0462H �1 GRE ZONE VE (EL 8') ,THE LOCATION OF PURL I G WATER, WELLS AND CESSPOOLS T nt - .11 rri'C < `c- �r o ANY ALTERATION OR ADDITION TO TH15 SURVEY I5 A SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR B NIC o �`� pIAU 496\, rl ( _ FROM DATA OBTAINED FROM OTHERS. A Y � �,�, �.� N. Y.5 LIC. NO. 49618 VIOLATION OF SEDT I ON 72090E THE NEW YORK STATE v� �� L,, ,,, .PE(; /1/C SURVEYORS, P.C. EDUCATION LAW. EXCEPT AS PER SEDT I ON v l 7209-5UBD I V 151 ON 2. ALL CERT I F I GAT I ON5 HEREON ARE ADDITIONALLY TO COMPLY WITH 5A I D LAW THE TERM "ALTERED BY" ( 1) 765-5020 FAX (631) 765-1797 VALID FOR THI5 MAP AND COPIES THEREOF ONLY IF SAID MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF P.O. 13OX 909 MAP OR GOPIE5 BEAR THE IMPRE55ED SEAL OF THE ANOTHEK5 SURVEYORS MAP.TEKM5 5UGH A5 "IN5PECTED" AND 12-309 SURVEYOR WH05E SIGNATURE APPEARS HEREON. "BROUGHT- TO- DATE" ARE NOT IN C12�f0 TRAVELER STREET COMPLIANCE WITH THE LAW. 12JO OLD, N. Y 11971 SURVEY OF PROPERTY AT MATTITUCK TOWN OF SOUTHOLD ,�! �'.CO.I�F�.�TH SE RVICES SUFFOLK COUNTY, N. Y. OFi"IvL€����:�aSTC'Idr+Tr�R R.iCT. 1000-123-06-20 SCALE.• 1'=30' JANUARY 2, 2013 JUNE 27, 2017 VACANT AUGUST 22, 2017 (PROPOSED HOUSE) Abandoned Agricultural Land NOVEMBER 28, 2017 (REVISIONS) APRIL 3, 2018 (REVISIONS) JULY 31, 2018 (SCDHS COMMENTS) TERRY PATH (PRIVATE ROAD) I AUGUST 14, 2018 (SCDHS COMMENTS) 0 (PUBLIC WATER IN ROAD) ASPHALTN/O/F CHARLES N/0/F WILLIAM LASCELLE & o T,%., ROAD ASPHALT 112+ DOROTHY OLDANI & ELIZABETH RICHARDS ' �( S89'09'00"E J �y 13.3+ 36. 0' 13.2+ 367.00' 1 45.00' 1 45.00' 1 I 45.00' 1 45.00' ME TER R 81.00' I I I ME � 1 I vC;:F"OLC C;CUPITY DCP,aR` f-AENT OF liCALT!-1 '``CrZVICI's FI.«,Vi T 170t-: /iP7PrOVAL C7C4Oi�^!C'�Fl��l:l.8'„I'L''e:l i"lei l?A I I 41�ICLF,* Fi.P 'L'f F?eS!°3ENCIr 1 SEP 1 4 2018 ,° _ /�/I _I °- ° � c J h I�i t=:.0'.E D I I FoII MXAp'! cznooms E�F�iP,Er Ti�il;i� E F= ON! DATE .!, ,C,r�'.r AL m I I £ �G"'C-5�' �U �C U�11 �a �r'4' , 1 1 I I r I P-ce C� I 1 I I 0.2• � 1 1 1 0l I I I I _ o = Pc�sr � N t b�;in �`sb;a�donmeTit of e�:Istir.?s1T:it�Ty system m1�s 1 1 I D Conformance v�l'lt dopar"cmert rt cci2reTI3£.lt 5L1bs� t complvtcd form S'�,T,N1_1 s proof. Z 1. 4' k'Is f!:c 4;:`C:I I"',,Thn II I 6 i! �'w't ' ` ..t n' 8 •< � 1 'ri I""� •'. y 52--f570,0, 411._1 I I I I I \ 1 1 1 1 'n 'N.ca- WELL (8f ';0r A TO 13EON 0 r m r ABANDDEDI � m 1 1 { \ { Cn In __ Z j 1 - "17 `> C k Ro I C: C: ' o ' m n ' r D p i o� 1 � o I m o I r I i o 12.2 I r --1 n C ' _ I r � z v I o m C7 1 FR. v G) m I _.._; z s�ED w � 0 0 C) ' ► 1 G V , I N C � t rn t t r GNRAGE PROPOSED A/ N CO Al T I 1 I m I i P ED R N OFF NT NRU MEN I I I ;.,•--� y£ � PROPOSED HOUSE =1270 sq.ft. 1270 x 1 x 0.17 = 216 cu.ft. CC.tY. i 216122.J = 10 liF L-.-• PROWDE (2) DW's 60 X 5' DEEP ,^ PROPOSED GARAGE = 576 sq.ft. 576 x 1 x 0.17 = 98 cu.ft. 98/22.3 = 4.4 VF PRO ODE (1) DW's 60 X 5' DEEP -EST HOLE DATA SHED M MCDONALD GEOSC/ENCE s 122. '°0 DRY WELLS TO BE CONNECTED W/TH GUTTERS & LEADERS 05/02/2017 10.0 EL. 9.1' I DARK BROWN LOAM OL 6.0' /3' ,. I PROPOSED SEP77C SYSTEM ---- 1 pROP,GSEf GARAGE', _...� �., -- - 4' BROWN CLAYEY SAND SC o/ NO FACILITIES (4 BEDROOM HOUSE) I / // i [1) 1200 GALLON PRECAST SEPTIC TANK 22-S 10.2! 6.4 a , BROWN FINE TO COARSE SAND SW - I - [4] LEACH/NG GALLEYS (8.5' x 3.5" H/GHT) -- 7' rn o PALE BROWN FINE SAND SP rx1 .i �_'-- -' " E'°S7• I _� C }.4^ E Fr WAGE i ._.8' ''('� k �,�.;N N GUSHED yo BE jr) E 2 J1�• EXISTING CESSPOOL TO BE REMOVED OR FILLED �- It IN TO SCDHS SPECS �� a'�� FES. HSE !' WATER IN PALE BROWN FINE SAND SP ci C' i LGN ^' 3' lL--G 17 __a<.3 LD 4' SEPTIC SYSTEM DETAIL NOTE. WATER ENCOUNTERED 8.3' BELOW SURFACE O FE i� TEST -0 I I0.8'E HOLE Ao ' 1C' EL9.1. o HOUSE SLATE OR OTHER NOT TO SCALE %''^I ST F.F. m I I EL. 12.0' SUITALE COVER o STOPPER END PLUG f EL. 10.0' FINISHED GRADE W L � I.E. o o... .�? EL. 9.1' FE C it x 9,0' I mosonory chimney II I I I O'1 W DW M< rn o 12„ n -7I� txt5titl; SFS'T'. 5"z:TEAd�\ DW 4 CLEAN - �� /.E. �= ARror�Oe,:.O 0� ac i{G;'A?Snhv3 n \ \J - D.ra.5' 5.9 m Tt; 5.f,. O CO .n OUT ° - - °j 1_ 7.7 �Oj 1/4" PER FOOT MI . 8 2' 1/8" PE .' ;` ;;::,:: 3.5 1� :`•.. .. +s: O PITCH MIN. 4" DIA. PIPE ,>, PITCH MIN. 4' DIA. PIPE ' ''= �=` ' ' v CLASS 2400 PIPE OR EQUAL �..••• SED_ O CLASS 2400 PIPE OR EQUAL '�.:... f /RROpQl7`�'� U tD UL 1200 GAL.PRECAST 3=[41 LEACHING GALLEYS ' O ofHOUSE :"° 2'4- SEPTIC TANK 1. (8.5' x 3.5" HIGHT) /, GROUND WATER -' EL.1.1'---, - -------------------- EL.1.1' __ . F.1N. FLS. EL . ___.._ FW ..................___-___-_�-.. EL.1.1' NCE cX;^.}r ., FE HIGHEST RECORDED GROUNDWATER/ IIi�••.1fII�-"�' O.3'W I �IIiI�IIII�IIii�IllrWl�111�1�1L 11� �/// �; .5'E BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL WOOD&WRE 27.6' M; FENCE ALONG k.Tis:'; :�Uu�E ;�r; X TIMBER WALL 1.1'E i4 C.tr_ Dj L+i?+`"Ln:> j WER RET.WALL AREA=22 775 _ -STONE>k 1-_�. SSS BULKHEAD Q. IT. f 0.2''I 8.1+ 'i a DECK TO TIE, LINES oLj `t BUV..NEAO_ ', i; ® ZONE X WOODEN Was _ MONUMENT I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND MH BULKHEAD S `--••-"" .•F-Q'r_ HE '}, CON5TKUCTION OF 5UD5UKFACE SEWAGE D15PO5AL SYSTEMS FOR _nEUNEA ZONE 1.s'+ SINGLE FAMILY KE5IDENCE5 AND WILL A51DE DY THE CONDITIONS FLOOD ZONE INE __oNCM_ X ELEVATIONS REFERENCED TO N.A.V.D. _- N81' �D ZONE LINE 5ET FORTH THEREIN AND ON THE PERMIT TO CON5TKUCT. 46 22"yy H1�, 4,f }� 41.58' .; cam;,.: ,',, 07 FLOOD ZONES FROM FIRM 36103CO462H �1 /ti ZONE VE �EL8, t 4{ THE LOCATION OF PUDLIC WATER, WELL5 AND CE55POOL5 -� REAT pE►C ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A SHOWN HEREON ARE FROM FIELD 0155EKVATION5 AND OK ONIGY i o BAY VIOLATION OF SECTION 720`10F THE NEW YORK STATE FROM DATA 05TAINED FROM OTHERS. DY" /C. NO. '49618 EDUCATION LAW. EXCEPT AS PER SECTION EQONIG�' UfcVEY , P.C. 720`1-5UDDIV1510N 2. ALL CERTIFICATION5 HEREON ARE ADDITIONALLY TO COMPLY WITH 5AID LAW THE TERM "ALTERED DY" 31) 765-5020 FAX (631) 765-1797O. '41 VALID FOR TH15 MAP AND COPIE5 THEREOF ONLY IF SAID MU5T DE U5ED DY ANY AND ALL SURVEYORS UTILIZING A COPY OF MAP OR COPIE5 DEAR THE IMPKE55ED 5EAL OF THE ANOTHER5 5URVEYOK5 MAP.TERM5 5UCH A5 "IN5PECTED" AND P.O. BOX 909 -SURVEYOR WH05E SIGNATURE APPEARS HEREON. "DROUGHT- TO- DATE" ARE NOT IN COMPLIANCE WITH THE LAW. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 112-309] SURVEY OF PROPERTY AT MA TTITUCK - TOWN OF SO UTR'OLD SODS �EI�� PRE-18-0999 0 � SUFFOLK COUNTY, N. Y 1000-123-06-20 VACANTCALL. 1'--30� FEBF E 8 3 2020 JANUARY 2, 2013 Abandoned Agricultural Land JUNE 27, 2017 « AUGUST 22, 2017 (PROPOSED HOUSE) NOVEMBER 28, 2017 (REVISIONS) TERR Y PPA TH mm vA TE ROAD) � APRIL 3, 2018 (REVISIONS) I N CHARLESi� JULY 31, 2018 (SCDHS COMMENTS) 0 F (PUBLIC WATER IN ROAD) ASPHALT ROAD -�._ � � & �, ' t + q DOROTHY OLDANI AUGUST f4, 2018 (SCDHS COMMENTS) N/0/F WILLIAM LASCELLE 'HALT FEBRUARY 12, 2019 (FOUND. LOC.)& ELIZABETH RICHARDS S8 '09'00" DECEMBER 23, 2019 (FINAL) 3 .40' F )1 .3+ t s+ 367.00 1 45.00' 1 45.00' 1 45.00' 1 45.00' WATER 81.00' METER I I I I { DWY. EDGE I I I I 0.1'E , APPROVED BY I I I I BOARD OF TRUSTEES + , CB TOWN OF SOUTHOLD I I I I DATELA I I I I 171 O I II ` DWY. EDGE t-4 , ' 1 `� 0.2'E rn Ic I I I I I I i CS I I I I y .LL ..�.1 D 07- 0 z [� Ic I II IP y,e; E G f C , fr`s O p r: 12.2 SHED ( u ' 0 � 1 � + , �, x-2.6' Ce T T USG 0 I PROPANE I 5!`1 TANK ?7 z� �o C11CONCRETE TRENCH 5.B' DRAIN TEST HOLE DA TA CURB 20.2' ' McDONALD GEOSCIENCE 05/02/2017 t t' g 7 12.4 EL. 9.1' 1. DARK BROWN LOAM OL TIMBER TIMOER CURB O.L. SEPTIC 1_OCION �-ELEC CURD BROWN CLAYEY SAND SC B� ? METER GEN. 4' rn WLOW CONC. ST 44.6' 44.6' r p,.4'• yyALL ' ,., BROWN FINE TO COARSE SAND SW F ° 0 �' QTY• 7- G1 57.6 55' '' G4 ; 1'i.s 'ri PALE BROWN FINE SAND SP G2 54.6 56.6' G3 0 0 `'�; ' G10 G3 67.6' 65.1' .�. 44 0 0 ' WATER IN PALE BROWN FINE SAND SP Q4 1 65' 1 67' FE $ METAL �O,B!E 0.4'W COVER m 17, NOTE: MEASUREMENTS FROM BUILDING ST N CORNERS TO ACCESS COVERSTm z NO 7E. WATER ENCOUNTERED 8.3' BELOW SURFACE0 HOLE EL9.1' PAVER ATIO FE x 0.1'W m m ELEV4710N5 REFERENCED TO NAW 866o DW � S T.WER 5' WALL 0.7'E B' 27.7' A� WOOD STE'S AC PLUNITS KEY PL N ON AT �n N 5.9:' © = REBAR n� C)t kz NL_ (;I �� � O � C'7 5.0' 2ND STY, rANTILEVER OVER WDSTEPS WELL m W u x 0 N LA 0 A = STAKE FENCE o W m o FE 5 E ® = TEST HOLE WOOD a WIRE 27.9' o� o FENCE ALONG MBF RET. WALL = PIPE TIMBER WAU ISE. TIMB ER LINED V = MONUMENT A! STONE PATIO 1'W. BULKHEAD = WETLAND FLAG o.2'E UTILITY POLE etlU(HEAD.... III i J01 1 2 7 2021 ZONE X yr AWOOOEN I +9.0' I AM FAMILIAR WIN THE STANDARDS FOR APPROVAL AND CONSTRUCTION OF MH WVIEADDEN STEPS "" `._.• Z SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND xONE LI 5— _ _ �torvc uHwiu ONE X CONSTRUCT U ASIDE BY THE CONDITIONS SET FORTH THEREIN AND ON THE PERMIT TO �F� N81;46,22" — QQ,D ZONE LINE u/ Ml 41.58' The location of public water, wells and cesspools shown hereon are ZONE VE ��8, from field observations and or from data obtained from others. GI�,�,,�?► �j ) t o ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM "ALTERED BY" MUST BE BAY USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER5 SURVEYORS MAP.7ERMS SUCH AS "INSPECTED" AND "BROUGHT- TO- DATE" ' ARE NOT IN COMPLIANCE WITH THE LAW. FLOOD ZONES FROM FIRM 36103CO482H p rr�� LIC. NO. 49618 77ON OF SEC 7701V 7209 OFOTHE NEW YORK STATE EDUCA77ON LAW EXCEPT AREA=22,775 80. FT. P AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77F/CA77ONS HEREON ( 31 76 O2" (631) 765-1797 ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP TO TIE LINES P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 12,30 7RAVELER S7REETr� SIGNATURE APPEARS HEREON. SDUTHOLD, N.Y. 11971 12-309 RDP(9F�' C SURVEY OF PROPERTY DD A T MA TTIT UCK SCDHS REF# PRE-18-0999 F E g 20 2,0A y TO WN OF SO UTHOLD SUFFOLK COUNTY N. Y. �ON OF 50U %4�::. 1000-123-06-20 VACANT SCALE: 1' 30' Abandoned Agricultural Land JANUARY 2, 2013 JUNE 27, 2017 AUGUST 22, 2017 (PROPOSEDHOUSE) NOVEMBER 28, 2017 (REWS/0NS) 1§2+ ASPHA LTTERRY PATH (PRI VA TE ROAD) I o APRIL 3, 2018 (REVISIONS) ARLES & o JULY 31, 2018 (SCDHS COMMENTS) 0. (PUBLIC WATER IN ROAD) ASPHALT £ ROAD N/0/F CH AUGUST 14, 2018 (SCDHS COMMENTS) 140+ DOROTHY OLDANI N/O/F WILLIAM LASCELLE FEBRUARY 12, 2019 (FOUND. LOC.) & ELIZABETH RICHARDS 1 S89009'O(rE 3.3+ 30. Or 13.2 367.00' 1 45.00' 1 45.00' 1 45.00' ► 45.00' 81.00' I I I I 1 1 1 CONSTRUCTION I I I I ENTRANCE � 1 1 • I I I � act^6T1 bC�-�� 1 1 , D I I I I t Ok ^ I I I I -P b I I I W I m . ►� 1 1 I I I I � 1 1 O rsi� D brrI' I I I I 1 < I I I - 1 1 1 I I I I I I I I Z I I I I \ O 1 1 1 , z SVELL WELL ® n I I I I TO OBE N D r i ABANDODED m N m r O 1 , , 1 i r 3; Z I C: I t ' 1 c 1 1 rrrn D ,� o yF i O o m0 I r_ I ter- ! c� 1 'r ' 1 N i 12.2' Zc I z ? E r' I � I � 1T► n 1 . 00 1 v 1 o I I I ICI*) t ' z } � i A'rE I- I 1 � , { 11.5' { 1 CC,`iC• ! t-- L SHED io 6 12.2'°° i -rt j Z t z i 0+,I F I 1-r1 2 STY U \ � FE IO.VE 0.4'W g I I 0 0 FE x 0.1'W o m 5.9' m 0 27.5' O � O n O X rn-°ao CO vv O rn o U= n-tv o O ilTzo -z z 0 FENCE FE ®=MONUMENT °'3W .57E WOOD k WIRE 27.5' FENCE ALONG MBER RET.WALL TIMBER WALL 1.1'E. / STEPS 8.9' EAD I AM FAMILIAR WITH THE 5TANDARD5 FOR APPROVAL AND BULK0.21 _ - " - +8-vGON5TKUGTION OF 5U65UKFAGE SEWAGE DISPOSAL 5Y5TEM5 FOR 0'2E B.1'+ { DECK SINGLE FAMILY KE51 DENGE5 AND WILL AE5 DE 6Y THE COND I T I ONS WOOD D N =o 5ET FORTH THEREIN AND gu ON THE PERMIT TO CONSTRUCT. 1.5+ NEW FR- 9. + 0' WOODEN `!F ZONE XSUua1EAD STEPS THE LOCATION OF PUDLIG WATER, WELLS AND GE55POOL5 M" nE LNE 1.B'+ SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR _ FROM DATA OBTAINED FROM OTHERS. FLOOp ZONE LINE _==ioNmH+ ; ZONE X N81.46 22ZONE LINE aw 41,58► ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM "ALTERED BY" ZONE yE MUST BE U5ED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF �1 GREAT �ELB') ANOTHEK5 5URVEYOK5 MAP.TEKMS SUCH AS "INSPECTED" AND 1'ECpNIC, 10 OF��H�=rye} "BROUGHT- TO- GATE" ARE NOT IN COMPLIANCE WITH THE LAW. B1Q Y v, , ` T, ELEVATIONS REFERENCED TO N.A.V.D. ! e FLOOD ZONES FROM FIRM 36103G0452H " ANY ALTERATION OR ADDITION TO THI5 SURVEY 15 A f VIOLATION OF SECTION 7209OF THE NEW YORK STATE r� o' '*• - '� LIC NO. 49618 EDUGATION LAW. EXCEPT AS PER SEGTION AREA'ZZ 775 SO. FT. PECOhljc3SU1-?VE,YO ,P. P.C. 7209-SUED I V 15 I ON 2. ALL CERT I F I GAT I ONS HEREON ARE ' (631) 765-5020'FAX (631) 765-1797 VALID FOR THI5 MAP AND COPIES THEREOF ONLY IF 5AID TO TIE LINES P.O. BOX 909 MAP OR GOPIE6 5 -AR THE IMPRESSED SEAL OF THE SURVEYOR WHO5E 51GNATUKE APPEARS HEREON. TRAVELER STREET SOUTHOLD, N.Y. 11971 12-309 SURVEY OF PROPERTY AT MA =UCK PRE-18-0999 TOWN OF SO UTHOLD SCDHS REF# R E SUFFOLK COUNTY X Y. 1000-123-06-20 VACANT SCALE.' 1'30' Abandoned Agricultural Land JANUARY 2, 2013 JUNE 27, 2017 AUGUST 22, 2017'(PROPOSED HOUSE) 1 NOVEMBER 28, 2017 (REVISIONS) TERRY PATH (PRI VA TE ROAD) I o APRIL 3, 2018 (REVISIONS) (PUBLIC WATER IN ROAD) ASPHALT,& N/O/F' CHARLES & o JULY 31, 2018 (SCDHS COMMENTS) ,& ROAD 1§2+ ASPHALT DOROTHY OLDANI AUGUST 14, 2018 (SCDHS COMMENTS) N/O/F WILLIAM LASCELLE FEBRUARY 12, 2019 (FOUND. LOC.) & ELIZABETH RICHARDS S8 '09'00" DECEMBER 23, 2019 (FINAL) 3 .40' 3.3+ 1 2+ 367.00' 1 45.00' 1 45.00' 1 45.00' 1 45.00' WATER 81.00' I I I I METER E ' 1 1 DWY. EDGE I I I I 0.1'E I I I I < CB I I I I 1 , ` ^ ` 1 iC 4 I I 1 N 120 CB O I I I I I ® DWY. EDGE 0.2'E 1+ 1 I I I C 6• I D O� I I I I Cc�1,AYtfsT N I rn 1-5 I I I I I CS I I I I E 127+ ^O I I I I Ln I Irn c' n r` I C 1 � � Z ! - < 'i2.2'FR. 00 ` r- c� Z I O ITI I I N _. ti SHED W L2.6' 1 , CB i� USG I 1 I \ I I I -) PROPANE :i? D � ' TANK O :0 v D E 2� �O t CB ICONCRETE E TRENCH l 5.8 pi TEST HOLE DATA ' 20 .2' I McDONALD GEOSCIENCE TIMBER CURB 1 STY• ro 05/02/2017 , cAR. P 1 EL. 9.1 GF-9.7' 4 1 TIMBER DARK BROWN LOAM OL 12 UMBER CURB O.L. T 1, SEPTIC LOCATION '' CURB METER GEN. BROWN CLAYEY SAND SC ■A' 'B' PAD �w. � METE ----- 4. ST 44.6' 44.6' CT r LOW�CONC. 14^ BROWN FINE TO COARSE SAND SW r= i 1�')l 2 S71 7' GI 57.6 55 s) ° ° G4 L2. 'r"'R. HSE PALE BROWN FINE SAND SP z j G3 ° o K. _. 8. G2 54.6 56.6' C"' 4 4.3' G1 ° ° G2 G3 67.6' 65.1' 0 0 WATER IN PALE BROWN FINE SAND SP ° I A 65' 67' FE m METAL I0.8•E 0.4'W COVER m NOTE: MEASUREMENTS FROM BUILDING Q ST II 7' CORNERS TO ACCESS COVERS gE NO TE. WATER ENCOUNTERED 8.3' BELOW SURFACE TEST HOLE EL9.1' m PATIO I o rE Ix 0.1•W m Dv DI ELEVA77ONS REFERENCED TO NA VD 88 6.S WEIR 5..77 T. m S � m CONC. WALL 77,7' 'A' 0.7'E B N WOOD STEPS KEY AC UNITS ON PLAT � ro 5.4• REBOD° 0 L Cc _ f ® _ WELLR - P. n. 5.0' 2ND STY. CANTILEVER OVER WOOD STEPS ® = STAKE th a' FENCE m o O 0.3'W FE O = TEST HOLE .5'E 1 WOOD t.WARE 27.9' CA. FENCE ALONG © n I ® = PIPE MBER RET.WALL TIMBER WALL 1.1 E. TIMBER UNED ® PATIO = MONUMENT ISTONE 1•W O = WETLAND FLAG suuc0+AD 8.6' = UTILITY POLE OOO ! DECK ,o, E E 6 2 6 2020 wooD m':= Bu, _EAP_ ZONE+X k WOW WOODEN }�I+9.0 I AM FAMILIAR W/TH THE STANDARDS FOR APPROVAL AND CONSTRUCTION OF MH BULKHEAD STEPS _.__... SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND ._nE LINe AL(tG i Z WILL ABIDE BY THE COND177ONS SET FORTH THEREIN AND ON THE PERMIT TO FE�D�ONE LINE______=u ONE X CONSTRUCT. - N81'46'22"W OZONE LINE The location.of public water, wells and cesspools shown hereon are ZONE from field observations and or from data obtained from others. `J1 GR&A?, oNE VE I'EL8') �� ��OF NEVV X f'ECONIC `ia a.-Ar V.E ADD177ONALLY TO COMPLY WITH SAID LAW THE TERM "ALTERED BY" MUST BE BAY USED BY ANY AND ALL SURVEYORS U77UZING A COPY OF AN07HERS SURVEYORS MAP.TERMS SUCH AS "INSPECTED" AND "BROUGHT— TO— DA 7E" ARE NOT IN COMPLIANCE W17H THE LAW. y, FLOOD ZONES FROM FIRM 36103C0482H ��'• fk. � ANY AL7ERA710N OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF LIC. NO. 49618 SEC'RON 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AREA=22,775 SO. FT. PECONIC P.C. AS PER SECTION 7209—SUBDIVISION 2. ALL CER77RCA77ONS HEREON (631) 765-5020 FAX (631) 765-1797 ARE VAUD FOR THIS MAP AND COPIES ONLY IFOR COPIES BEAR THE IMPRESSED SEAL OFEREOF THE SURVEYOR AWHOSEP TO TIE LINES P.O. BOX 909 SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTNOLD, N.Y. 11971 12-309 o � Q v SEY OF -PROPERTY co 91AT MATTITUCK SCDHS REP# PRE-18-0999 IWN OF SOUTHOLD ik FFOLK COUNTY, N. Y. 0 1000—123-06-20 VACANT SCALE: 1'=30' Abandoned Agricultural Land ;. JANUARY 2, 2013 JUNE 27, 2017 AUGUST 22, 2017 (PROPOSED HOUSE) NOVEMBER 28, 2017 (REVISIONS) TERRY PATH (PRI YA TE ROAD) I o APRIL 3, 2018 (REVISIONS) N/0/F CHARLES do o JULY 31, 2018 (SCDHS COMMENTS) (PUBLIC WATER IN ROAD) ASPHALT,4�t� ROAD � AUGUST 14, 2018 (SCDHS COMMENTS) 112+ ASPHALT DOROTHY OLDAN�N/O/F WILLIAM LASCELLE FEBRUARY 12, 2019 (FOUND. LOC.) & ELIZABETH RICHARDS S8 '09'00" ' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVE I�BER 23, 2019 (FINAL) 3 .40' 3• 1 2+ APPROVAL OF CONSTRUCTED kVORKS FOR A SINGLE FAKLY RESIDE=NCE 367.00' I 45.00' 1 45.00' 1 45.00' 1 45.00' MSR ;. 81.00' DateSEP 1 5 2020 H.S.RetNo. I I I I The sewage disposal and 1r.-ater svxly fach;ftz ct this lamfion have been IDWY. EDGE Inspected and/or certmed by this Department or other agencies and found to I I I I D'1 E be satisfactory FOR A MAXIMUMQF, BEDROOMS. ' •' - --��t,�-��v.7 gyp-, 1 I I I .,*Qr ig Knepper, P.E., Chief ' t 1 ® Office Of Wastewa ter Manar,rmerlt 1 I I I C 7- CI I 1 I I co C b I I w t 1 I I ri � I C O I I I I I ® DWY. EDGE 0.2'E I 1 1 D O C0;,1PO5T � :n I I I I I I I I I C® I I I 1 I I I C T+ ^v n m7- rr ' rn } I I C r._n C I n 1 CI 1 O I tE 0 n T I °J r_ t o C r- m n r In r_ g 1 t 12.2' I SHED W i I 1 t t rn L2.6' � I r � a1.1• �--•-.. CB I I I I rr1 � I I 1 I 0 � f'R€aMI- Q 11kR tier 70 i PROPANE 1 I I I 31� t TANKD I 1 t.6' ' rT1 �i COt:C. �o C CB ICONCRETE C TRENCH ZEST HOLE DATA DRAIN McDONALD GEOSCIENCE TIMBER 20 2 I 05/02/2017 CURB BAR. EL. 9.1' 1.t' FGRF=9.7' " 12.4 DARK BROWN LOAM OL TIMBER TIMBER CURB O.L. SEFM LOCATION ' CURB 1 �ELEC. CQ BROWN CLAYEY SAND SC .A. .B. METER GEN. --_- 4' PAD ST 44.6' 44.6' rr, I LOW CONC. BROWN FINE TO COARSE SAND SW C 0.4' WALL I �' ---- 7' G1 57.6 55' F 0 0 `•'- 2 STY. _,. G3 G4 Ch1 r P. HSE PALE BROWN FINE SAND SP 54.6 56.6' �� I 0 0 "• a,;° _....._. g• 0 0 G2 i G3 67.6' 65.1' 1 0 WATER IN PALE BROWN FINE SAND SP -- 0 0 G4 65' 67' FE m METAL IO.eE f 17' NOTE: MEASUREMENTS FROM BUILDING 0.4!W COVER N CORNERS TO ACCESS COVERS NO TE. WATER ENCOUNTERED 8.X BELOW SURFACE TEST HOLE EL9.1PpVER ATIO I N 0 FE n n OXW m C, ELEVA AGN6.S REFERENCED TO NA VD 88 \ 0T 5 tiS WER n m CONC. WALL B, 27.7' wAv, 0.7'E 4- WOOD STEPS AC UNITS - Y ON PLAT p N 6A' Q o a �= REBAR 0 T. NL_ O >m P n n 5.0 2ND STY. CANTILEVER ® = WELL kiA N A OVER WOOD STEPS O W i'.r ® = STAKE N rn ® = TEST HOLE FENCE 3'W m FE O 5E WOOD g WIRE 27.9' ® = PIPE FENCE ALONG © / USER RET.WALL UMBER WALL 1.1'E. TIMBER LINED ® = MONUMENT NSTONE PATIO = WERAND FLAG Bulxo z'DECK&1'+ ' +s.s' O rn cOi = UTILITY POLE WOOD BUUSHiRAO.... „j' i x kEW�� y�DEN i+9.0' I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND CONSTRUCAZONE XON OF uH BOLKHEAD s111's SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND1S WILL ABIDE BY 7HE COND/AONS SET FORTH THEREIN AND ON THE PERMIT TO FL�p ZONE LINE__--TIE—UNE �`uIq ; IONE X D ZONE LINE CONSTRUCT. N81-46922%/ ---- The location of public water, wells and cesspools shown hereon are G ZONE 41.58* 8' ) from field observations and or from data obtained from others. �1 D�w T (E,8' Flo � _--- to ry``„ S 1°E'C pNIC ADD/AONALLY TO COMPLY W/7H SAND LAW THE TERM "ALTERED BY" MUST BE BA Y �1 ;� USED BY ANY AND ALL SURVEYORS UALIZING A COPY OF ANOTHERS ;I � SURVEYORS MAP.7ERMS SUCH AS "INSPECTED" AND "BROUGHT— TO— DA7E" ARE NOT IN COMPLIANCE W/7H THE LAW. FLOOD ZONES FROM FIRM 36103C0482H �.-`` •� ANY ALTERAAON OR ADD/AON TO THIS SURVEY IS A VIOLA77ON OF t -s�, `� `tip' �:IV: S LIC. NO. 49618 SECAON 7209 OF THE NEW YORK STATE EDUCAAON LAW. EXCEPT AREA-22,775 S0. �. PECONIC'`SURVEY;DRS P.C. AS PER SECAON 7209—SUBDIVISION 2. ALL CERAFICAAONS HEREON 631 ARE VAUD FOR THIS MAP AND COP/ES THEREOF ONLY/F SAID MAP (6-31) 76 =500 FAX' (631) 765-1797 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE TO TIE LINES P.O. BOX 909 SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 12-309 Must provide Manuals AP R VED AS NOTED D, J and S as per DATE: B.P.i—LL,32z&i—2NYS Enemy Code FEE: BY: NOTIFY BUILDING DEPAR4 �AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1; FOUNDATION - TWO REQUIRED 1310w FOR POURED CONCRETE er door and ductwork 2. ROUGH - FRAMING & PLUMBING 3. INSULATION testing required. 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THF All exteri®r lighting REQUIREMENTS OF THE CODES OF NEV, installed, replaced or YORK STATE. NOT RESPONSIBLE FOP repaired shall conform DESIGN OR CONSTRUCTION ERRORS to Chapter 172 of the Town Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIED AND CONDITIONS OF PLUMBER CER TIFlCA,, - ON LEAD CONTENT BEFOG-- SOUTNOLD TOWN ZBA CERTIFICATE OF OCCUPANT. b SOLDER USED IN WATER SOUTHOLD TOWN TRUSTEES SUPPLYSYSTEI�1 CANNOT- Al N.Y.S.DEC EXCEED 2110 OF 1%LEAD. DO NOT PROCEED WITH PLUMBING �PAIN �� � , FRAIVIlNG UNTIL SURVEY j ALL'PLUMBING WASTE , ® SAS BEEN`NDAT P PROVED.LOCATION ;� A �LINES ouEaN�. + E IS UNLA 1F.I�I►-- VVITHOUT CERTIFICATF OF OCCUPANCY ELECTRICAL INSPECTION REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before TRUSS PLACARDING REQUIRED Backfill,OR Provide Engineer's Certification that the drainage has been Installed to Code. T— co D � a DD PROVIDE SIMPSON (STHDRJ)STRAP TIES OCT 1 7 2018 PROVIDE 5/8"ANCHOR @ EACH CORNER(TYP-) BOLTS @ 2'-0"O.C.(TYP) BUH,B)INGDEPT. TOWN OF soMOLD U? PROVIDE SIMPSON (SMSTA30)STRAPPING 2'-0"O.C.(TYP-) 8" POURED FOUNDATION WALL ON 8"x16" FOOTINGS WITH (2)#5 REBAR.(TYP.) CD 00 cq 3'40" U? 4— TP 2 A-1 (2)2x6 PRESSURE TREATED SILL.WITH TERMITE SHIELD AND SILL SEAL(TYP.) • 27'-0 VA - --- — 1/2I 13'-10 1./2" GRA - -- ------- ----------- — PROVIDE 5/8"ANCHOR - BOLTS @ 2'-0"D.C.(TYP.) 461-0" 8" POURED FOUNDATION WALL ON Wx16"FOOTINGS -116-111 . 111-1' : OF NE4, Sill -11, IIIENIF WITH(2)#5 REBAR.(TYP-) :111A �) 1. DE 0 FOUNDATION PLAN M=1 111 1 IIS 1 un I'a I I 1=1 I 1 4"CONC.SLAB OVER .6 MIL SCALE: 1/4" f-0" '111 111 -111=1 =-I U=I lEil I 111I I: POLY VAPOR BARRIER OVER 6"COMPACTED SAND& U-1 IIFI GRAVEL BASE.(TYP.) Lu I- 111 Xr EEII ssloN WHITROCK RESIDENCE PROJECT LOCATION DATE DESCRIPTION O' 51 io, 25' WHITROCK RESIDENCE10 A518 Porm't Plan F TING DETAIL 580 TERRY PATH N MATTITUCK,NY 11952 A-1. SCALE: 1/2"=1.'-0" y 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND STATE OF : NEW2YORK PR4FESSIGNAL CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020" 3: u] ~ NYS UNIFORM CODE (WHICH INCORPORATES BY REFERENCE): -2017 UNIFORM CODE SUPPLEMENT, PUBLICATION DATE JULY 2017 (2017 UCS), WHICH REPLACES THE 2016 UNIFORM CODE SUPPLEMENT (2016 UCS) WARNING: IT 15 A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 1 FOR ANY k' PERSON, UNLESS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL -REFERENCES THE INTERNATIONAL CODE COUNCIL PUBLICATIONS (THE 2015 IRC, 2015 IBC, 2015 IPC, 2015 IMC, 2015 IFGC, 2015 IFC, 2015 IPMC, ENGINEER, TO ALTER THIS ITEM IN ANY WAY r "' oc AND 2015 IEBC);'WITH.,SPECIFIC CODE PRINTINGS, APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2017 UCS. P BUILDING 72 EAST MARKET STREET NYS ENERGY CODE (WHICH INCORPORATES BY REFERENCE): Q�' -2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, PUBLICATION DATE AUGUST 2016, REVISED 72 E. MARKET ST. N AUGUST 2016 (2016 ECS), ALL REFERENCES WITHIN THE 2016 ECS TO THE 2016 UCS, SHALL BE DEEMED TO BE AMENDED TO BE A REFERENCE TO THE B S MIDDLEBURG PA. 17842 0 oQ N 2017 UCS. SYSTEMS, INC. PHONE: (570) 837-1424 0 0 0 -REFERENCES THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 IECC), AS PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, WITH SPECIFIC CODE PRINTING, APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2016 ECS. PLANT#1/PLANT#2 FAX: (570) 837-6133 y 2014 NATIONAL ELECTRICAL CODE U LoEc � STTEADDRESS: TWO STORY MODEL, o oCc DRAWING INDEX 540 TERRY PATH a PAGE DESCRIPTION MATTITUCK, NY 11952- SITE ELEVATION: ON- 68666 1 COVER SHEET 8-27-18 D.Feeney o 14 FT. ABOVE SEA LEVEL Y a J Z.1 ELEVATIONS +2.1 PSF FOR EVERY 100' ABOVE 1,000 FT. - 3.1 FIRST STORY FLOOR PLAN TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT THESE P.E. SE. pF NEGy cn cn 20 PSF GROUND SNOW LOAD PER MAP 3.2 SECOND STORY FLOOR PLAN 20 PSF ADJUSTED GROUND SNOW LOAD PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH THE 2016 SUPPLEMENT TO ��� \NOMAg Al ©, Q B 3.3 FIRST STORY BRACED WALL PLAN THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE & 2015 IECC. �� :2w o 3.4 SECOND STORY BRACED WALL PLAN BUILDINGIN`TFORMATION: COMPLIANCE IS DETERIMINED BY THE USE OF RESCHECK, COMPUTER SOFTWARE ,� W CO 00 CONSTRUCTION TYPE: DEVELOPED BY DOE, AND CONFORMANCE TO THE GENERAL PROVISIONS OF , pco 4.1 FIRST STORY ELECTRICAL CHAPTER 5, CE OR CHAPTER 5 RE OF THE ENERGY CONSERVATION CODE. n Lu m o WOOD FRAME UNPROTECTED INDIVIDUAL DISCRETE MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED m 4.2 SECOND STORY ELECTRICAL USE GROUP: TO THE LOCAL_ CODE ENFORCEMENT OFFICIAL IN THE CONNECTION WITH BUILDING 5 FOUNDATION DETACHED SINGLE FAMILY DWELLING 6 CROSS SECTION(s) F. T IN CRIT .RTA: PERMIT APPLICATION SHALL BE ACCOMPLISHED BY A RESCHECK REPORT. 80526 0P� 7 RAFTER(s) WIND SPEED (MPH): 136 VULT OFESS..o WIND EXPOSURE: D LABEL LOCATIONS: 8 CONNECTION WIND-BORNE DEBRIS: NO DATA PLATE PER DWELLING AS INDICATED ON PLANS D=ENM HAVE BEEN REIVIEWED AND RE NRCOMPL NAND CE VATH mE 2msERc THESE 0111E /n W C m n 9 DOOR AND WINDOW SCHEDULES GROUND SNOW LOAD: 20 THIRD PARTY EACH MODULE AS INDICATED ON PLANS CHAPTERR11 ENERGY EFFICIENCY OF IHEr2EN51RC AND 1�NE ARE NNERGY CmSEnVAIIDN !:c o^� SEISMIC CATEGORY: C STATE LABELS EACH UNIT AS INDICATED ON PLANSTbNS1RcaNCODE SUPPLEMENT OFNEW YCRNSTATE �� 10.1-10.2 TYPICAL PLUMBING CLIMATE ZONE 4 N enM- 11ELECTRICAL LOAD CALC ENERY COMPLIANCE METHOD= UA TRADE-OFF �• PFS STAMP no THESE DRAWINGS ARE PROPERTY OF PROFESSIONAL BUILDING SYSTEMS, INC. o o x RESCHECK FLOOR LOAD (SLEEPING AREAS): 30 PSF AND SHALL NOT BE REPRODUCED AND OR COPIED WITHOUT AUTHORIZATION. W Lu r�2E lf� RAFTER / BEAM CALLS FLOOR LOAD ALL OTHER AREAS: 40 PSF o o_ FLOOR DEAD LOAD: 10 PSF PBSI WILL BE CONSIDERED AS A SUB-CONTRACTOR IN ALL BUILDING F7— = RAFTER LIVE LOAD: 20 PSF CI) RAFTER DEAD LOAD: 10 PSF PROJECTS, SUPPLYING A BUILDING COMPONENT TO A GENERAL CONTRACTOR LLJ z z CEILING LIVE LOAD: 20 PSF OR BUILDER. ALL NOTES WITH REFERENCE TO "IN-FIELD", "ON-SITE" OR E CEILING DEAD LOAD: 10 PSF "BY BUILDER" .ARE PERTAINING TO THE RESPONSIBILITIES OF THE GENERAL w 2 � BUILDINGS IN HIGH WIND AREAS THAT ARE SUSCEPTIBLE CONTRACTOR. I CL rn co TO WIND BORNE DEBRIS SHALL COMPLY WITH SECTION CO Q R301.2.1.2 ON-SITE BY BUILDER THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL BUILDER RESPONSIBLE TO COMPLY WITH NYCRR PART REFERENCE. „L � L DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH 1265.1 AND NOTIFY CODE ENFORCEMENT OFFICIAL OF THE REFERENCE. DISCRETE MODELS (PLANS HAVING THE SAME SPECIFIC ROOM N USE OF ENGINEERED LUMBER / TRUSSES AND POST ARRANGEMENT OR ARCHITECTURAL STYLE) SHALL BE PREPARED FROM THESE APPROPRIATE SIGNAGE ON STRUCTURE DRAWINGS WITHOUT MODIFICATION, ADDITION OR DELETION IN ANY MANNER. NOTE: THE MANUFACTURER HAS NOT COMPLETED THE FOLLOWING ITEMS IN THE PRODUCTION FACILITY; THE 1. IT IS MANDATOR`( FOR THE BUILDER TO COMPLETE THIS HOME IN STATE STAMPQ THIRD-PARTY HAS NOT INSPECTED THE ITEMS, AND THE COMPLIANCE WITH THE 2017 UNIFORM CODE SUPPLEMENT to ¢ o ITEMS ARE NOT CERTIFIED BY THE NEW YORK AND THE REQUIREMENTS; ADDITIONAL SITE WORK MAY BE: ,� a THIRD-PARTY CERTIFICATION LABEL ALL MANUFACTURER SUPPLIED, AND FIELD INSTALLED ITEMS MUST BE a. FLOOR INSULATION - CRAWL SPACE < w Q INSPECTED AT THE LOCAL LEVEL. b. FOUNDATION WALL INSULATION - BASEMENT cif c. PERIMETER INSULATION - SLABS w 1. FIELD CONNECTIONS OF MODULES d. INSULATION - PIPING EXPOSED TO UNCONDITIONAL SPACES 2. SMOKE DETECTORS TEST THE ABOVE MUST BE ACCOMPLISHED WITHIN STATE 3. HVAC INCLUDING DUCTS PROVIDED ON SITE BY OTHERS m 4. PLUMBING CONNECTIONS TO FIXTURES FROM MAIN LINES CODLE REQUIREMENTS 5. FOUNDATION 2. BUILDER RESPONSIBLE TO FILE THE REQUIRED CERTIFICATION 6. ELECTRICAL SERVICE FORMS WITH THE LOCAL ELECTRIC UTILITY PRIOR TO OBTAINING 3 d o B. WATEREHEATER PERMANENT ELECTRIC SERVICE 9_ GUTTERS 3. PBSI TO USE INTERNATIONAL ENERGY COMPLIANCE CODE. SEE o 10. BATH AND DRYER EXHAUST DUCTS TO EXTERIOR SUBMISSION SET FOR EXAMPLE. EACH INDIVIDUAL MODEL TO 11. EXTERIOR SIDING REQUIRE A RESCHECK TO MEET THE I.R.C. REQUIREMENTS 12. EXTERIOR LIGHT FIXTURES 13_ PORCH SLABS, POSTS, DECKS m co 14. ALL APPLIANCE INSTALLATIONS 15. HANDRAIL AND GUARDRAILS, ACCESS TO CRAWLSPACE *ALL MECHANICAL HEATING SYSTEMS TO BE Q �� 16. MAIN ROOF/PORCH ROOF FIELD CONNECTIONS 17. WHOLE HOUSE VENTILATION TO BE SIZED & INSTALLED DONE ON—SITE BY OTHERS N`° BY OTHERS PER ACCA MANUAL J o 1B. BATH 3 SHOWER, BATH 2 TUB *FLOOR PLAN MAY BE FLIPPED AND OR MIRRORED CHRISO 8/22/2018 8:51:51 AM Ci CD a ' `THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND ON FlLE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 = UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' } Lo WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Q N cr ENGINEER, TO ALTER THIS ITEM IN ANY WAY. w W Q o � N U � ¢ N J rr O CJ Ln N r o [D HDc ��FN �� < R� wcn a � D- �P CNO�AS 0 o r < T_ p Cc U 5Lc OMIT SIDING (PREP FOR ON-SITE VINYL, SIDING Lu 080526 �4�� W h m ARQ00 FESSlo�P o m U 3 0 m m 0 tri �—rio w4mn K c3 Ono N O cnm�� Q w p Z LLJr-m a W J W CEILING CEILING Ld � o Z LL. uj � z O rr CIL co} 00 N UN 8'-D'V51�E x 6'-0°NIGH R0. FLOOR FLOOR N HDR 0&Z1�2'AS.F.LANDING N 0 CEILING CEILING N U a or� uj m m r D7 `: d 0 Q U FLOOR FLOOR � cc ATTIC VENTILATION ¢ LOWER 50%@ EAVES Q N RE8'D 2.11 SUPPLIED 22_84 0 UPPER S-0" MIN BOV PCS 5 ACTUAL HOUSE MAY VARY FROM ELEVATION—ACCESS TO GRADE ON—SITE BY OTHERS CHRISCI 8/22/2018 8:51:51 AM OD RE 'D SUPPLIED2.16 IL v `THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 = UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' 'n WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL N o ENGINEER, TO ALTER THIS ITEM IN ANY WAY. v w W � Q O Ln N U Y no O N p LCL O r d CO 03 OF NES, o > * Q = o r b G T_ =DU O 7 LLI O rn c y OMIT SIDING (PREF FOR ON-SITE VINYL SIDING) �RoFao52� �Lti�� o N W 00 ESSlO m _ o M U 3 O O N �mvQ z W > NQSQ LiJ r M d u- w CEILING CEILING EK � y a_ W w 0 M CON Anr 00 N a � FLOOR FLOOR J Q Q O CEILING CEILING ¢ a cn w a W i i` 3: d. U Q ` w FLOOR FLOOR �! 00 o0 ca N N ACTUAL HOUSE MAY VARY FROM ELEVATION-ACCESS TO GRADE ON-SITE BY OTHERS CHRISO 8/22/2018 8:51:51 AM 1 Q r a c 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 = UNDER SYSTEMS NUMBER M013-2018-067. EXPIRES JULY 20, 2020" } WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY �' ` N PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Q N o ENGINEER, TO ALTER THIS ITEM IN ANY WAY. F v' w Lu Q D Lo N Y ¢ O O N Q a � N U U 0 z r o CD 00 x { �Ny �jj r � J (IL A 0= U to ~ CO y C? ¢ w cp OMIT SIDING (PREP FOR 01ti1-SITE VINYL SILTING) �,� �©�,� o a00 12 ujzI CN m H CN 71 O Km7n yri r w wdm� Rl0 Enmy� w W Lu 0 W � r-mau- f(D LU _ J L,J CEILING CEILING Ww r' r� EK p Ico a EEI�t di `V FLOOR FLOOR Q vi ¢ o CEILING CEILINGOf ¢ a [n w ac Q U r`rr m L FLOOR FLOOR mco � N N Q t7 Q N tR ACTUAL HOUSE MAY VARY FROM ELEVATION—ACCESS TO GRADE ON—SITE BY OTHERS CHRIso 8/22/2018 s:51:51 AM .91 w C-0 a a G 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND ~ p ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 = r7 UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' u7 WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY U N PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PRDFESSIDNAL I- m ENGINEER, TO ALTER THIS ITEM IN ANY WAY. I- w W � a ovI N v Y N LL_O o r- D tLL_ `n u ULn 0 [O — co SOF Nti w a 0- OMAs * �` * = o Lu fE co y OMIT SIDING (PREP FOR ON-SITE VINYL SIDING) o8a526 L Ldn 00 S 10 Ix m 12 p 7 0 �L— r w F_ L-i SaMDI� (f} tea'^m O Mm—� Q ooX LTJ > a 0 -1 F: W CEILING CEILING (/) Z z o Do N b m FLOOR FLOOR Q 0 CEILING CEILING ¢ Ez a v W ¢ � W m 3: d O Q U Q, FLOOR FLOOR mGo N N IZ Q rn W Q N ACTUAL HOUSE MAY VARY FROM ELEVATION—ACCESS TO GRADE ON—SITE BY OTHERS CHRISO 8/22/2018 8:51:51 AM m T CD a a c 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND O ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 = UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' u7 WARNING: IT IS A VIOLATION'OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY N PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Q N ENGINEER, TO ALTER THIS ITEM IN ANY WAY. I-- u' w LJ Q o (n N O Y n o —1 o cV .r O 3: O � o r ::) u) U Lo 16'-4 1/2" 74fra �HDR: 3—ZY6 SPF{j2 3�'-4'1 46'-0"3" RADON VENT DATA PLATE, STATE LABELAfC13 SPF HDR '`�' 1EM1�PeeE,�Rm• _______ ffi S PLUMB FOR AND PFS LABEL LOCATION HOA o Ba'3 SPF 6 HOF!ICE MAKER 9244218 ADD'L CiOP 15 W 44218 I moi ®® V S Q Y12442 uz7az rus ''� 5'-9" i s � MGldl 91NE MGdI 10'-5 3/4• a � `� J GOOIER - --8024- 2 %` I w`^ CD n BD24-30 a'-a'� DACE 8024-7D 821 �D 8 6175_ __ ` . `` i m I a Q Q 1 'Ae'Y vf°i� ROMH P SING 6EPF3-3 F-1� KN ' I CD w "I F-1 7 2' 1 SM F 8 ET A RAIN y o� F-.5' / 11'-10 1/2" i O- c� m I SHIIR FEAO FOR a a N 3"DRAIN h mi �� r�-SITE SHOrk�2 I 4 K I I Q o (p � � I 2-3/4'SUPP. �=;f --i `•-a�1�2•' 36'WALL F m i w z (d7 DINING ROOM FROM 2nd STORY KITCHEN ill'-/ N I DRYWALL FINISH m o w w DO ema "'P°iOO Room S Ft: 126 53 II r` I' i --- -- s»aa¢mmnwla�" <1 Light Req: 10.29 SII 'I Nr I o a-- > Ir nm.�mnmro" C q III L-y M I N] g W nrel6T atoN mr¢ $ mVant U 3 O Light PmNded, 23.78 I r � d_ CD � y s 515 Vent Provided. 14.72 m _1 I �rJ BATH #3 UTILIo I I Y k t LAYER%B'TTYPE"1(• iv w 15'SOFFIT 216 PAN �°1 I I THROUGH OUT CEILING 1578 POUNDS 1 SC-POCKET o ¢ MECHANICALLY FASTENED S Ll N.Cerzo tD 7 II I I d IS m 1 V7 Lj J o m HDR DROPS BELOWCMVGL�IE APPAOX9If>C ---- --� 5/8•TYPE'X" GYP n+sx w —_—___.---_— DROPPED}DR—____--_____ 310 I N I—m"Ij r w c� JS 19'-5 1/2• STUD 4ORADE 12-3 I/2° LL] Q N _ p r-m O_U_ o x C� LL_ T� 310 } FOYER SA.HDR AT ENDWALL . 310 tD v` Q -' SC I r¢ W Z �57B POUNDS i� a O �o SL PED CEIUNOcn GREAT ROOM O C�L�O� 1 m w p u$7 Room Sq FC 20559 �N BEDROOM 44 � B�Q Light Req. 18.45 6._6• Roam Sq Ft: 144.99 a j G. m co a Light Plmided: 46.6 Light Req: 11.6 1 'Q, (,Q Vent Req 5.22 Light Prattled: 29 4 N I 5 X N Vent Prml&d: 42 °cy 6 Vcnk Rcq: 5.8 7'� H 3 < I" DLO SC Vent Pmfded: 28 m 310-EXT `� 216 a c a m si 28-11' m sc 1 s NOTE.DOOR TO BE RE%IEAED ^ 'o RAILING BY AFTER SPECS ARE REG DOCK OF NEty 'n LANDINGI OTHERS in MAY DIANGE DUE MCODE - MA8'-4 1/2° 10'-6" UNCI $ ��0� LASE • �,\Q * L 0 EL _ HOR 1➢83" I ^��sY. ~ CL 4'- = �T�EMPER1Eo• r C7 r Uj uui w Q ' HDR> dl ` HOR 2><8 46�-0° rn 1t R i� LOT LINE SET BACK FIRE-RATING/SEPARATION CXW16 SPF# C Y16 W NOT REQUIRED UNLESS SPECIFIED OTHERWISE -TEMPERED- 'TEMPERED DUCT TIGHTNESS AND BLOWER DOOR TESTING 25-8 1/2" 6'-5" 13'-10 1/2° ON-SITE BY BUILDER AND CERTIFIED BY STATE, OLD PER:(3)2X10 SPF¢2 �$Q526 � m TEST SHALL BE COMPLETED BY: GREENWORKS NO SPUCES _ ENERGY SPECIALISTS INC., 51 AVERY RD R0 SSIO WOODBURY, NY 11797 516-967-6959 ?i m ' d U"= Q -MECHANICAL VENTILATION ON-SITE BY BUILDER PER TABLE M1507.3.3(1), THE ON-SITE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE OF NOT LESS THAN 50 CFM PER TABLE M1507.3.3(1). p D� CONTINUOUS HANDRAILS DN-SITE BY BUILDER SHALL COMPLY WITH R311.7.8 I- N Q n Q 1n N r, NOTE: STRUCTURE DEPICTED AT THIS SITE ADDRESS co � TO BE DEMOLISHED BY BUILDER AND REPLACEDo WITH THIS HOUSE CHRISO 8/22/2018 8:51:51 AM NOTES: 1.*-DENOTES ADDITIONAL COLUMN IN BASEMENT 5.STAIRS TO BE 81/4"RISERS AND 9"TREADS. 9.PBR-DENOTES PER BUILDER'S REQUEST 2.2X6 EXTERIOR WALLS 16"O.C. 6.CEILING GIRDER OVER GREAT/DINING ROOM TO BE(2)11/2"x 18"LVL(PER UNIT) 10. 3.2X4 MARRIAGE WALLS 16'0.C- 7. 11. a 4.9'-O"CLG. 8. . 12. 3 " 1 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND p ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 = r-1 UNDER SYSTEMS NUMBER M013-2018-067. EXPIRES JULY 20, 2020" }_ Ln ` WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY k' ` N PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL < N o ENGINEER, TO ALTER THIS ITEM IN ANY WAY. I-- LL] � a o (A N UY C 0 J o CV .v CHILD SAFETY' LATCHES REQUIRED ON XX155 WINDOWS�� L LL CJ � LO DO w c0 HDR: 3-2x6 �2'-6" 34'-0" ,� < 00 �_ IL SPF 2^. HDR. 3-2x6 ,.} HDR: 3-2x6 'C�'�r155 3•RADON V4t1T T�D SPF&2 ! CYY173 SPF Jj2 ^1' 7 PFS 4'-5" 13'-6' Q - o ON-SITE RJB z U a FLOOR JOISTS G 1Y or "' D � w IN TUR AREA o o O r-- CO N �.. � ' WALK-IN N 5 \�n ;r, r'] O 216 u"cmaww, CLOSET m N Q o CQ ancnnnmt� / ^ r WALK-IN SC-PDOCET �� oW.. O CO / - BATH #2 1` BATH #1 I CLOSET v o �' Ld CO ( BEDROOM #3 Roan Sq Ft: 170.38 °I Lo, � m U 3 O Light Req: 13.95 N 16 Light ProNded: 39.3 ,c�rosnm 6 Vent Req: 6.98 I SC POCKET Vent Pnriided: 37.8 V ulo IN O i � HALL -------------- ------�SC Q W 4 m n to u CIAIT S-11"SECT m$ OIJIT 3'-11'SECT V, CLG&WALL GYP 1216 AIR CLG k WALL GYP - r 1 O en r o�NO SC NO SPLICES 'nr d m v SIL HDR AT ENDWALL �` x. g'-5" - 3/4" J I D '�'p o x 10'-1"NO COMP STRIP1/6 sruo4GsnDE ;- ------------� L� J N—_ <�ta -------------- LL r�a `. HALL i CLG ACC I 56 �_ r 156 --- p CO BEDROOM #1 2 ■ �' O of Room Sq Ft: 180.04 w ¢ BEDROOM #2 Till, '' 0- 'in Light Req: 7 6 N Ram,5 Ft: 174.38 '" � � =�ullLighk Pro�ded 76 fi o q Y Vmt Req• 7 2 o Light Req: 13.95Q. yVent Plodded: 75.fi 39.3 Vent Req- 6 08 m 6 Veot pm- 37.8 �-7 i•x � y WALK-IN u6 Lb ti n m SC-POOKET N o- CLOSET o I LANDING 15-7 3/4" 8'-4 1/2' a 6'-1" 13'-6" N t o HDR-3-1 1/2' , ~ CX" CXVIIaS z1'-0 1 4" x 7,/a• LVL 6'-5" 'C0155 �Q` CNOMAS rc �� En >a -O"f' / NO SPLICES IN FLR PER 4 '-3: 46'-0" to w t ri HDR:3-2210" 8'-0•CN-SITE x 6OOHIGN R.D. HDR: 3 2x6 �` � SPF�'2 SPF HDR0 82 1/f A.S.F.LANDING 2 "TEMPERED- F' i I } m K m } O �8052� Qi� ¢ v v � 90�ESS10�P o m � L;.i o � N N Q I� f�m CHRISO 8/22/2018 8:51:51 AM 0 NOTES: 1.*-DENOTES ADDITIONAL COLUMN INBASEMENT 5.STAIRS TO BE 81/4"RISERS AND 9"TREADS. 9. 2.2X6 EXTERIOR WALLS 16"O.C. 6.CEILING BEAM OVER BDRM.#1/HAIL/BATH#2 TO BE:(1)11/2"x 14"LVL(PER UNIT) 10. (� 3.2X4 MARRIAGE WALLS 16'0.C. 7. 11.12. a / 4.8'-O"CLG. 8. v 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND — p ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 = r7 UNDER SYSTEMS NUMBER M013-2018-067. EXPIRES JULY 20, 2020' }_ u7 WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY u- N PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL N o ENGINEER, TO ALTER THIS ITEM IN ANY WAY. fJ1 w W Q o to N U Y Q o J cV I I O r S Lo (p s CJ CO 12'-2" - o ca vus / 1- Wa11 Line 1-A 1 Wall Line 1-A 1- -- --- 1-40Q T� �l J r7 I o � W� 1C J co N 1 'K TIE-DOWN SCHEDULE 1 � I 1 � ; � I E6Q o m ca O } IfiL^ wa Mark Tie-down[Force II ui h e m 0 } o W 00 m U 3 O See table 7 � i � � 40611bf ,r___�- a W cN M Strap together t ceiling for 12361bf g Lapped S aching n r 1 � Lt a-00 n 18 28831bf , ;I I U} —I it a s ��r N ----------------------- C\I 3: am w�CI 54 Q c'4 128871bf //1 2\� - W N— c 1-1 I 0 U Attach tDp/botam plates to 1— Q raft•�4131• 5"nalt. 1� (2)rows 4-In. Cm ci 33621bf 0 1- 1�� _z N 1� (3)2x10 SPF 92 22011bf Shear)olst under i D. m N 1 _ wall 1-2. _ a 00 1J 105211bf 1 (4)1.s•.sss• LVL Shear pie( ands wdl 1-3. O�- KE A,. 107281bf "' �P �N t'o OMAg O,� Wall Line 7-B 1 r -- a -- - 1-4 Wall Line 1-B *�� G >ir ¢ Q tn1 1-8 .=' a �j 1 1-B CO w 58201bf 7 '-„' 1- m' !~ [� n t < T- r> 1�i ,� J I - - I ID 'r UJ it J rt1 � w;d.L Ln+EscltlTMnF 6'-71/2' 4'-3" } J m Mark Sheatbng F-W m Fsning 1st5t.'yFrmtoSaca A X80526 �Qi u+ca 7/16'Shuchxat Sh--ftls X12 mel 2x6SPF@1e'oc lapped Shaahag.1h 0131'.T Na3sat6'oc /9 r P, Y m One Side.Etcked ( e d) oFC S S1©� Q d U 71fa-Sbudwal Shead&& 16G3SUP5ES 2i6 SPF C td•oc bpd Sh..ftgt h0131-.3'Nahat e'oe p one side.Ebd d 3112(edgeRield) a 711tTShud"Sbea-.m 0.131'xTrals WSPF@16'ae Lapped S.Vh gw3h 0 131'.TN.A..t 2'x ++ Dobe Slded.Blocked 4112(edge5e4 7116'ShuchT9Sheattitg 16La3SL*--s 2xe SPFQ1ercc lst styUig gjoatstoFneupbelow2ndstoryff— tb +� Ogre Side.Ended 3112(edgel5eld) Loot above wa3/-21nt¢anned 2aies or/ p 0.131'x rTOE-fdab atToc N N Q N W � 7/19'sWdiral5hea@mv. 013112'tlaft 2.65PF a16'or: NIA Q nn\ +s D.Afe Sded,blocked 3f12(ed8e5eld) 711 0..o� 3�iz(eerre>a) W�Qlir- LpP`d '"g""�D131-.TNaa.tZ'- CHRISO 8/22/2018 8:51:51 AM 0 W Lap Stea."isgl at D,e enatrt—of each e:.txa8 ar p-M.a,add3ianal holddown each Fajen unhbdied floorduphr.7n w1 D 131-x 25-Nass etc Boundary 6'oc Edi,1T ocEdd W C7 O CSC`dG erectian.In Leu ofshap�tle Libeiedwa0 rine.athdl sdena3to endwa3 rr9i 0.731Y3'naSs a16"c-forth.fu8 heWdcfSle wa8 fL G "THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND p ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 = r7 UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' } Ln WARNING: IT 15 A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL H -Eo ENGINEER, TO ALTER THIS ITEM IN ANY WAY_ to — w W Q o � N U < 0 LSI O O r N LL- LL- O r �0 1, 13'-31/2" 5'-7" 112" la'-6" } o CO ` Q \ Q U li Wail Line 2-A ' - Wail Line 2-A f RO O p CJ g a N d cc w (n 2 J I I\\\ Q O Lc t c Ir eL O i 1 fD 1 _ W CC n (o `j m tJ 1 � I ' Strap together at cell g for 19831bf,' O Lapped Sh athing Q ii rm^-N 10+ Q I \\ I Cnm�tjV LU Z \\1 i—---- _-------- W LLI r M d u- U < 1 ' ----- i 1 0L \l W } 2 2 • \ 46 \\ J I— AAL LL, W M(] CO) 1 \\\ I C 00 i a m (3J 1.5'X 935' 1 i 2- LVL Shaar pink t f under sa0 2-2 '�OF N E(�y M 2- tt',OMAS 0 a C-11 Z3 EL Wall Line 2-13 N w _3 Wail Line 2-B ¢ Q 1 _ f -B 1 i 'B { LU [n w r \ r a C1 13'—B 1/2" 4 ' 4'-3" * ft• .f 1 w I(0 1 m I 080526 m WALL LINE SCHEDULE ' ROFESStO�P Y m Mark sf rng FaaL-Lng Frandng 2nd Stmyto19Sty TIE-DOWN SCHEDULE < a O wulu*e 7116'Strudtxai Sheatnfig, iBGastaprs 2x6SPF®16'a U 0r*S3de,Bbcked Bn2(adgemeldJ `a� s�i0131� Mark Tie-down/Force 7/1S'SbuduNSheateV- 16Ga Stapfea 2d5SPF@1Cec Lapped Sheefh(ngmth 0131x3'Na@aate"oc - OmSkle Mocked 02(edgef5eld) sa See Comer Stud Connection in Table 2-, (2)Simpson CS14 with(17)0.131x2.5"Nails each end of each Strap, 71t6'snudura,SheadikV 0.1315TM-4 2«S SPF @16'oc Lapped SteaMtngwiffi0131x3'NaTaat6'x or use equivalent strap for45601bf Do Co ""us-i°x` One S1d:.Blocked W12(edgePBeld) W N O 2c6 SPF®16'ac 2tdstalyao pfatb4tre tpebwa ld ebryceldng 7,18'Strudtn1Sheadt*g, 0.13f5Q"naZg DSLFraming et ady _ lxvuwe02.2lnAMInedebm ist bry Q M N 0.Slde,flod ed VQ(adg�a� panefedge �g•cc 2.g " z-z (2)Simpson MSTC48B3 with(12)face nails,(4)bottom nails,and(38) (1)Simpson CS18 with(10)0.131x2.5 Nails each end of each Strap, „, 7,is swdsaisnea,nj lacaStspFes 2x6SPF @1W Lapped S�,ea+nmgwr&o.131,XN.!�atG* or use equivalent strap for 1178Ibf nails to studs ea.strap (.148"x3"nails)or use equivalent strap for%?671bf o m One Md-,Eb"d 3N2(edgetffeld) CH SO 8/22/2018 8:51:51 AM W Sneathhg alma mamEne3 of e2sh erx/wa0 orptm+me en adaRgcal naaarnrn each aMa of ma�Ene �2 B See Comer Stud Connection in Table z-� (2)Simpson CS18 with(11)0.131x2.5"Nails each end of each Strap, FASTEN UNBLOCKED T/18'F�FWAPHRAGh1NTM 163a Std;S'a BOGWG=BGDU N 6'ocFlBuf _� or use equivalent strap for 25371bf J . 4 FASTEN UNBLOCKED ISM-FLOOR p1APHTtAG1.iwITN0.131 tW186'oc®GE,6'acB nARY,fYonF1EU3 Q O CarrarSWC=K-coon rnVw or6hzp for ft tabeffedwa6 One.alba O$F a m endnfl w9h 0131x3'aaRg ate'ci.t for the Id l-%Mof the waft `THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND I- CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND p ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 = r7 UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' N WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY �' ` PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL < N o ENGINEER, TO ALTER THIS ITEM IN ANY WAY. w W Q o � rn � < O O N Q LL_ a r N r r o CL [D H WP - a0 _jCL GFI i� _5 l4P C CT u� T a P f l ----- ¢ = O GFI GFl GFl T�FI GFI CT CT I I I CT T 4�'t i I 0_ ICAIED S ` -- --- - I -- --� FI iOE i : w DJIT -- 4 D �'` ti `l ADD'L KL I r } FI `x` ( _-4_LED 1 4 IED HIn cn b 4(s)--------- 45 DI I L---------L J ,s __r I � I'`a I 4 ED K 7 I Q o LD _ AFI I J� I DINING ROOM I ASF I I u I i I ` I ; w o CL) I I00 S ---- S I I S Ilt_/ Fl ` s� t�I I � � � � I GFI F LE o SII I w Q: KITCHEN 4 i D I I iii FL i BATH #3 j ----I-- UTILITY GFI v in in 0 o [D `~~XL NJ I � J s L I I I Int� _� N (s� L----�s ----.-I `•, m - - ``1 ————— 4.D Q I I L �--- G— AD 417m i i 4 LED I tt I I 4 D I 4 J� S I I I I a GFl 11 �V TFI --I I I FV-05-011NC5L-L�f I I L1 W I n �h I LED --------�� S �I I ii I I CT I I I v ---- J 0 4 E0 4 D 27. 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(, -� j ¢ O IL I L ; ` ul W HE W 50# LIGHT BOXES A 080526 !(�` ALL BRANCH CIRCUITS SUPPLYING 15 AND 9Op 20 AMPERE OUTLETS, AND SMOKE S ���P m DETECTORS IN KITCHENS, LAUNDRY RMS, BEDROOMS, FAMILY ROOMS, DINING ROOMS, Do LIVING ROOMS, PARLORS, LIBRARIES, DENS, Q d v SUNROOMS, RECREATION ROOMS, CLOSETS, LY HALLWAYS, OR SIMILAR ROOM OR AREAS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER IN ACCORDANCE WITH SECTION 210.12, 2014 NEC. ALL 125-VOLT, 15-20 AMPERE RECEPS. m INSTALLED IN AREAS SPECIFIED BY 210.52 E_ SHALL BE LISTED TAMPER-RESISTANT TYPE. w o � N N Q UTILITY, DISHWASHER, AND LAUNDRY GFl rl Q N RECEPTACLES TO BE ON AFCI BREAKERS ALL EXHAUST FANS SHALL BE VENTED TO EXTERIOR CHRISO 8/22/2018 8:51:51 AM � w c� a o_ v 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 = UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' } WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY L N PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Q y o ENGINEER, TO ALTER THIS ITEM IN ANY WAY. `r' w W m Q O (A N v Y oQ N J r. O a \ � rn z DD ^ L J Ctl L ¢ L) u zi r � SIN CEILING n� LOWER C) FOR RADON ON P PUMP m F o 7 s -------------- s o r 4 Er LEO 4 lEo ` � � co Zn F- J Q o [p r', I 2 BATH 1 I BEDROOM 3 I j w ��" 00 BATH # - -nv�s-' i 00 WALK-IN I BOX AND BLOCK I `=-'� ? 3 o cfl CLOSET I FOR PADDLE FAN I N------J � I I IIQCFy I Fv-os-ttuKsL-t � �-- —� _ —_—� I � � -- I'_ — -- I W N N i' -- FL �/� I I ® -- ISD �.�n aTtFD I F I I n HALL :>L ------ s r I �' -------- �—r w G `y I I I I EO d lID < w Q m n J s a n LL L-------N tn� c-D •L,\ T I I I N U cn J``I v A J_-_1-- wIR�I ------ I E l Lu —ia LL A(sem--------- ------ -J I ®I r--HALL -- t----J I i s --------------mss W ILLm a LED I TO ATTIC J.B. JQJ I a LED O agLEn } LL I I n L I I I I I L d ul �- I b IN BOX AND BLOCK vi WALK-IN I BOX AN�BLOCN ' I FOR PADDLE FAN I FOR PADDLE FAN BEDROOM #1 P I CLOSET BEDROOM #2 H J / 00 NE c\j x ,�I0A 4SLED 4Y�0 4 Lm rj�J -------------- /� �J 4 LED, 4 LED c J mi D7 _ZZn Y a w F- F, a_ ■ i11 II- i_-r�� i to w IK FES S1 O� - m d U Q CY m D7 LLJ � O ~ N N Q M� CHRISO 8/22/2018 8:51:51 AM 0 Lil < A EL `THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND p ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 = r7 UNDER SYSTEMS NUMBER M013-2018-067. EXPIRES JULY 20, 2020" 'n WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Q N o ENGINEER, TO ALTER THIS ITEM IN ANY WAY F- u' w W O (n N U Y a O o CV I o a o T I 1 G Lo N co J 1 1?(g �_ } p En a 1 1? �_ � 00 Q D a- Wall Linel-A -------------------------------------------------------------------------------- 1!ff. e1-A --- 1- 1561 PlF 1-4 ------ � -------------------------------- ------------------------------------------- I Q = d I r i 0 j I I , I0 Cc co I � ¢ en W ca co rn FOUNDATION VENT REQUIRED: 8.26 SQ, FT. NET FREE AREA I i W N co m ACCESS TO CRAWLSPACE ON—SITE BY OTHERS PER R408.4 LATERAL CONNECTION SCHEDULE m o C° Matte Sill to Foundation Connection n I I 4M POUNDS I j I I I VA C=echco o"-steBy0thmfw 8tO1W(177ptQ I I I I I I � '""i'-UNE ea �o s�esy r«stota t,77 ty I 13'-8" 7'-li° S'-1D° 5'-3" 5'-3" 5'-2 5'-2° 5'-2" I I (f w�a j I 15"Mr eU]OC PIER I I w¢m t W. u id Connee0"n ChsSeByCMers�tla755�#(6i3p5J I i r---, r---, r----, r---, r----I r---, Fg20RAML SP ---1 I I (f} L !!cEL o m I I I I I I I I I I I I I I I I Q _=� wnxi.cep 'r I--+ F--------� I------- --- - ---I- - '�----I- -I---� - -SPAgNG IS EASED FROM $ I 1'r 1s Connect-On-.te Ey OM—f.17B7W(86.'V* N 5315 POUND a ¢m v I I I �I I �I I I I I I I I I I I mlE ID EDGE OF 15" I w Zo jC I L---J L---J L---J J L---J L- J x1DE MER _J I N�x a I 3959 POUNDS 54Za POUNDS 15041 POUNDS 0647 gJNDS 10761 POUNDS 10576 NOS 10676 POUNDS I I LLJ r n tL TIE-DOWN SCHEDULE I I I O Mark Tie-down/Force � sa'=3D"ooNc FOOTER LLJ 40611bf I I I Er o I 4 V9 OUHD1 I LL_ I �. � t.- co) 1 28831bf I I r------------� I I I I 00 1 I 8'-D 1/2° 8'-4 1/2" 8'-9 1/2" I I I 128871bf I I I I 17 B" MINI UM CONCRETE WALLS I I I I I Ll -OR SUP RIOR WALLS I I -------� —_='------------ ------� L------------ 22011bf I ------ --------- ---- 1661 PLF I a o 1- 1 4 ------ -F. ECLEL WallLine1-B ------------ --------------- ------------ ---- -------- ----------------------- Wa11Lme1-B 113 2T-0 1/2" 5'-1" 13'-10 1/2" 1- N j 107281bf 1 P 1 - - �: m A58201bf i - = Y rL o Q U FOUNDATION TO BE DESIGNED BY NYS DESIGN PROFESSIONAL WITH KNOWLEDGE OF LOCAL SOIL CONDITIONS. THIS PLAN IS ONLY MEANT TO COMMUNICATE THE DIMENSIONAL AND LOADING INFORMATION TO THE DESIGN PROFESSIONAL SO THE 00 FOUNDATION DESIGN IS COORDINATED WITH THE REQUIREMENTS w NN OF THE MODULAR BUILDING. F- Q N � FOUNDATION DRAWINGS ARE TO REUSED AS A GUIDE ONLY. n PROFMIONALBUIIDMSYStEMSWH,LNOTACCEPPANY p ao LIARnrrYORMPONSIB]IMFOR INCORRECrFMNOATIONS. CHRISO 8/22/2018 B:51:51 AM _ - w 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 = UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' } Ln WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY U- PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL N ENGINEER, TO ALTER THIS ITEM IN ANY WAY_ w Lit R Q N U Y C O [J O LL. r N U Lo r d LO RIDGE VENT JLA0 Q Ll tL D_ ASPHALT SHINGLES W/SELF-SEALED STRIP SHALL ' COMPLY W/ASTM 0225 OR ASTM D3462. MFR. TO FASTEN 7 W/6 FASTENERS TO COVER ALL WIND AND HEIGHT REQUIREMENTS 15#FELT PAPER ¢ O 12 7/18 RATED OSB ROOF SHEATHING y 7 7/12 RAFTER ROOF®16" D.C. ICE SHIELD EXTENDING FROM THE EAVES EDGE TO A Q p ED POINT AT LEAST 24" INSIDE w a CLJ - THE EXTERIOR WALL UNE OF BUILDING R-38 FIBERGLASS INSULATION W/VAPOR BARRIER Is o- z EQ Ld N 00 J p p CO 2" AIR SPACE PROVIDED BY BAFFLES v 3 0 AT EVERY OTHER RAFTER m SPACE ALL RAFTER MODELS 2X6 SUB-FASCIA ALUMINUM FASCIA VINYL VENTED SOFFIT 3" COMPRESSION STRIP 5/8" GYPSUM CEILING SHEATHING DOUBLE 2x6 TOP PLATE(STUD GRADE) 2X4 DBL TOP PLATE(STUD GRADE) w 't R-21 FIBERGLASS INSULATION W/VAPOR BARRIER V'n N 1/2"GYPSUM WALL SHEATHING O F r I n 2x6 STUDS O 15'0 G (STUD GRADE) ,rrj w THERUO-PLV STRUCTURAL SHEATHING OR 7/16°OSB w 4 m r.1, CL WATER RESISTIVE BARRIER U} w o m 2X4 STUDS®16"O.C. (STUD GRADE) L Or 7/16" OSB EXTERIOR WALL SHEATHING r�I O F.�V 2X4 SINGLE BOTTOM PLATE(STUD GRADE) `V .meq m L+T 2x6 SOLE PLATE STUD GRADE C~_J w o z SINGLE LAYER 3/4° OSB FLOOR SHEATHING W N—x FIELD INSTALL SHEATHING STRIP TO BE FASTENED � Ld O_w 2x10 SPF#2®16" O.C. 200 PER BAND W/2X6 CLO JOISTS®16"O.C. ~ U) R-3O FIBERGLASS INSULATION ATTACH TO PERIMETER CI} Q Sf8" GYPSUM CEILING SHEATHING 3" COMPRESSION STRIP � U DOUBLE 2.8 TOP PLATE(STUD GRADE) � p 4! 2X4 DBL TOP PLATE[SND GRADE) I y 1/2'GYPSUM WALL SHEATHING R-21 FIBERGLASS INSULATION W/VAPOR BARRIER 2x6 STUDS®16'O.C. (STUD GRADE) m co 7HERM0-PLY STRUCTURAL SHEATHING OR 7/16"O56 � m WATER RESISTIVE BARRIER 2K4 STUDS 0 18"O.C. (STUD GRADE) 00 a m a g - 7/16" OSB EXTERIOR WALL SHEATHING 4f_ NC v 2X4 SINGLE BOTTOM PLATE(STUD GRADE) [ +'S / 20 SCLE PLATE STUD GRADE SINGLE LAYER 3/4' OSB FLOOR SHEATHING FIELD INSTALL SHEATHING STRIP TO BE FASTENED J 7 f m [!I ¢ O TOP OF SILL PLATE X10 SPF 2®16 O.0 FCR.JOIS CAULK IN-FIELD 'i"' '{ z w = ' z EL DBL. 2x70 SYP v PERIMETER BANDS PER MODULE Lid < j EL B'MIN_ R-19 FLOOR INSULATION TO COMPLY WITH RESCHECK - ( ) 2x2 LEDGER OR JOIST HANGER MMLU2B 3 AND INSTALLED ON-SITE BY BUILDER ( ) m 2x6 TREATED SILL PLATE ON-SITE CMU - 1/2"CONCRETE EXTERIOR PARGING . o (n >: m 1 1/2"DIA x 17'ANCHOR BOLTS AM 15" „ COVER W/BITUMINOUS COATING EMBEDMENT IN CMU AT 6'-D"O.C. OPTIONAL BASEMENT WALL 08052 ON-SITE BY OTHERS INSULATION WHERE PERMITTED. "c,� - - b FOUNDATION WALL BY BUILDER °16°MIN DEPTH FOR CRAWL SPACE "" 4"GRAVEL BED " °.a ." " a " " PLANS ENGINEERED FOR ©� u�' +;(�1 • "< ° 24'MIN DEPTH FDR AREAS f7EgUIRING " 4 MIL.POLYETHELENE VAPOR BARRIER • B'TO 12" THICKNESS m "• 12"CONCRETE FOOTING BY OTHERS 44 REBAR CONTINUOUS _ ACCESS TO MECHANICAL m - - EQUIPMENT FOR SERVICING. "� .4 PERFORATED DRAIN TILE � 0- O FOOTING ON-SITE BY OTHERS Q 0_ U *FOUNDATION IS "TYPICAL". ACTUAL FOUNDATION TO BE DESIGNED BY SITE ENGINEER LiJ a s N N cq I'7 C. n CHRISO 8/22/2018 8:51:51 AM 0 -- w - cD a a "THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND p ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 n UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020" WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY 1� ` lu,- N PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL < N o ENGINEER, TO ALTER THIS ITEM IN ANY WAY. "' w w ¢ o N U Y 0¢ J N O r � y u U � � [D F o Cc m w co ¢ 0 a- < J J � U � O c0 cn f- ¢ o ED w co a Cc w Qc 9enw 00 coo 0 SHIPLOOSE(2) 3/4" x 5 1/2' 'm o STRIPS PACK RIDGE AS NEEDED �x �Spm 2x4 1 x4 ')x w vw- 0- 2x6 r i � ^r rn 2x6 SPF#2s a n 12co �omy� wp p O X /L/Lf�J LLI �J I) N ?kG LLJ .Co LLQEli 0 N �' 9 N �� 60 a m co OF NEdti1- 00 4-DQ��,S' �Q N a m 2x8 SPF#2 1 2x8 SPF#2 r" CC Cn f IT V) 27'-6" Cr Q 080526 y�lr U) A9oFES sl O m 0 0 W 4 H ¢ O O O W C9 Q - d `THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND p ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 = V-1 UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Q N o ENGINEER, TO ALTER THIS ITEM IN ANY WAY. f- u' 7/12 "27-6" +120/155 WING (40# SNOW) � w Wsi Q oLn N 0 a cV J ry B A C o E D rn w .F G 12 >_ o H 7�" LATERAL BRACING FOR I LVL FASTENINGI�E= E'xrt ¢ D mrts a � ,- LVL 18 AND GREATER TDP LOADED BEAMS 2'WN 2X4 LATERAL BRACE �•-o• U d o NLY FIEPLI }PLY nE9YFPLY WEAN Qfr 3-16d NAILS y Q o ca N 0 co aim+u NO na<s 0131"K37was s�e�vs u a co J h co zoco FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS: m ju o AND 3-PLY MEMBERS: NOTES: L 12" OR LESS x 1.5" MEMBER BEAMS: -FDR 1.75" THICK MEMBERS, USE 0.131"x3.5" NAILS IN PLACE USE (2) ROWS OF 0.131"x3" NAILS 0 8" O.C. OF 0.131"x3" NAILS. 14", 16" OR 18" x 1.5" MEMBER BEAMS: -THE FOLLOWING SCREWS ARE APPROVED FOR USE IN w� USE (3) ROWS OF 0.131"x3" NAILS @ 8" O.C. CONNECTING MULTIPLE PLIES OF LVL: 0 'n C 20",22" OR 24" x 1.5" MEMBER BEAMS: -SIMPSON SDW WOOD SCREWS I-- sem^ In B A O USE (4) ROWS OF 0.131"x3" NAILS @ 8" O.C. -51MPSON SDS WOOD SCREWS (/} w n • z -USP WS WOOD SCREWS F- _ • D FASTENMASTER TRUSSLOK WOOD SCREWS N L`4-PLY MEMBERS: Q aw 16" OR LESS x 1.5" MEMBER BEAMS: -IF THE FASTENER POINT PENETRATES A MINIMUM OF 75% OF Ngo x THE 4TH PLY OF THE BEAM, THEY MAY BE APPLIED FROM ONE USE (2) ROWS OF APPROVED SCREWS 0 24" O,C. SIDE OF THE BEAM; OTHERWISE, THE FASTENERS MUST BE _� z 16" TO 24" x 1.5" MEMBER BEAMS: APPLIED FROM BOTH SIDES AND STAGGERED. O .' `. USE (3) ROWS OF APPROVED SCREWS @ 24" D.C. -LOAD MUST BE APPLIED EVENLY TO ALL 4 PLIES; OTHERWISE, (f1 U A=2-16d NAILS C=2—Sd NAILS E=2-16d NAILSUSE CONNECTIONS FOR SIDE LOADED MEMBERS. W z B=10d NAILS @ 19"O.C. ALT: C=1 1/2"X26 GA F=10d NAILS G 19"O.C. -FASTENING SPACING IS FOR EACH ROW. STAGGER SPACING of 2 2 RIDGE STRAP W/2-10d BETWEEN ROWS OF FASTENERS. a- o 0 IN9 NAILS EACH END & c� D=3-16 GA. STAPLES M=1—CS20 STRAP W/ Am 9-10d NAILS EACH END 00 OR 10-16D THROUGH J=3-6d NAILS DECKING EACH SIDE G-7-16d NAILS H=2-16d NAILS K=12-16 GA. STAPLE Q 1=6-10d NAILS (26g. STRAP) L=16d NAIL 12" O.C.(ON—SITE) �' ¢o IL 1/2" BOLT {�F � Q G M P ,OMAS O "' � J �. }. W co w 1 116 080526 • M o'pzSSIO © (BEAM STICKS UP IN ATTIC) (3) 16d NAILS TOENAILED THRU B.C. INTO BAND PLUS < N (2) 16d NAILS THRU SHEATHING INTO BAND AND STUD. Co NOTE: NEW YORK STATE; SUBSTITUTE 20q. STRAPS FOR 26q. STRAPS CHRISO 8/22/2018 8:51:51 AM Li l a "THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND p ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 = r7 UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' 'n WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY ` H N PERSDN, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL < N c9 ENGINEER, TO ALTER THIS ITEM IN ANY WAY. F ' w LJ Q 10, Sn in u Y a cel 0 OLL- O Lo C] U) r o [O I— DD c0D i � a- z•V ( < Q 3'RADIX)V.FROM 15T RLR 5 V TO 240 RR 1 a"DRAIN.TO ST ■! m �. ■P�`i ------- Y 1 5"H2O 9JPPL RDW ftR I 'r!� ; C) .� `- O 1-- w I ► En 1 I Ip N I •� �'vc=-tel � �� i 3'DRNN lb MAN i iLQS. ; D•`�"� . I m i Q o � CfJ w o CO vo. wZE I - I I --J o0 I I i;;`� I I ----- of o 0 1 )"bRsn FROM 2ND RR _ I ; I 11 m U o 11 ! 11.1 I 1 fi i 3"DRUB TD uA1N Ils i�15"D. D.5' ti 11 +s D.5" -•-• `0. 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EXPIRES JULY 20, 2020' u7 WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY �' ` N PERSON, UNLESS ACTING UNDER THE DIREC7ION OF A LICENSED PROFESSIONAL Q y o ENGINEER, TO ALTER THIS ITEM IN ANY WAY I'- w W Q 1p 07 V? a O N Door And Window Schedule LL a � N TYPE QTY DESCRIPTION R DIAG SQFT LIGHT VENT u DP SHGC EGRESS LO Exterior Door 1 E Thermo Tru 3068 Class (Under 50% w/ Double 12" Sidelights 64 1/2"x82 1/2" 104 3/4" 36.95 5.15 19.7 0.27 X w Cc _ Q B lD i Exterior Door 1 SP Andersen FWG120511-4 Sliding Patio Door 141 3/4"x83" 164 1/4" 81.7 49.71 30.89 0.36 35 X Interior Door 4 (2668) Interior Pocket Door Solid Core 32 1/4"x82 3/4" 88 3/4" 0 0 0 0 Y a- Interior Door 3 (3058) Interior Solid Core Swing Door 38 1/4"x82 3/4" 91 1/8" 21.98 0 0 0 co y I- n Interior Door 2 (1668) Interior Swing Door Solid Core 20 1/4"x82 3/4" 85 1/4" 11.64 0 0 0 W . w W h C° Interior Door 4 (2668) Interior Swing Door Solid Core 32 1/4"x82 3/4" 88 3/4" 18.53 0 0 0 o m Interior Door 2 (2668) Interior Bi-Fold Door Solid Core 32 1/4"x82 3/4" 88 3/4" 0 0 0 0 Window 1 BLDR SUPPLIED / INSTALLED WINDOW (STAIRWELL) 96"x72" 119 5/8" 47.73 49.3 0 0.3 50 0.35 Window 8 SP Andersen 400 Series Casement CXW16 36 1/2"02 3/8" 81 17.9 14.7 14 0.3 50 0.34 X Elf Ow Window 2 SP Andersen 400 Series Casement CW13 28 7/8"x36 1/2" 46 1/2" 7.1 5.2 4.9 0.3 50 0.34 : Y U} s LL] Loa Window 13 SP Andersen 400 Series Casement CXW155 36 1/2"x65 3/8" 74 7/8" 16.6 13.1 12.6 0.3 50 0.34 X N = aJ w Woz FWindow 1 SP Andersen 400 Series AFC13 24 5/8"x39 3/16" 46 1/4" 6.7 4.91 0 0.3 50 0.35 � N o r Q _ O l--- O Cn2: Pr o a m' O Cn 00 a m V 00 V J� (n L o ,�Q'� ,NOMAs O r=- z ,per a N Lu i? 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