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Home My WebLink About46107-Z o��54FFUiKcOG Town of Southold 10/27/2022 a y P.O.Box 1179 o - rh 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43 540 Date: 10/27/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 150 Budds Pond Rd., Southold SCTM#: 473889 Sec/Block/Lot: 56.-5-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/25/2016 pursuant to which Building Permit No. 46107 dated 4/20/2021 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 unfinished basement, ag_rage under, rear deck, second floor balcony and front slate entry as applied for. The certificate is issued to Weber,John&Jean of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0040 4/29/2022 ELECTRICAL CERTIFICATE NO. 43178 2/8/2019 PLUMBERS CERTIFICATION DATED 7/11/2022 n Ja smondi AAA-�� uthor e 'gnature �o�suFfot,r�o TOWN OF SOUTHOLD �y BUILDING DEPARTMENT C x TOWN CLERK'S OFFICE y • �r, SOUTHOLD, NY dol 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#: 46107 Date: 4/20/2021 Permission is hereby granted to: Weber, John - 590 Budds Pond Rd Southold, NY 11971 To: Construct single-family dwelling as applied for per SCHD, Trustees and DEC NJ letter. Replaces BP#43178 At premises located at: 150 Budds Pond Rd., Southold SCTM #473889 Sec/Block/Lot# 56.-5-20 Pursuant to application dated 4/20/2021 and approved by the Building Inspector. To expire on 10/20/2022. Fees: PERMIT RENEWAL $1,509.20 Total: $1,509.20 Bui ding Inspector guc,� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43178 Date: 10/30/2018 Permission is hereby granted to: Weber, John 590 Budds Pond Rd Southold, NY 11971 To. Construct single-family dwelling as applied for per SCHD, Trustees and DEC NJ letter. Replaces BP# 41117 At premises located at: 150 Budds Pond Rd., Southold SCTM # 473889 Sec/Block/Lot# 56.-5-20 Pursuant to application dated 10/30/2018 and approved by the Building Inspector. To expire on 4/30/2020. Fees: PERMIT RENEWAL $1,509.20 Total: $1,509.20 Bu nspector suFenc�. TOWN OF SOUTHOLD BUILDING DEPARTMENT . TOWN CLERK'S OFFICE oy • 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#: 41117 Date: 10/27/2016 Permission is hereby granted to: Weber, John 53 Woodhollow Rd Albertson, NY 11507 To: construct single-family dwelling as applied for per SCHD, Trustees and DEC NJ letter. At premises located at: 150 Budds Pond Rd, Southold SCTM # 473889 Sec/Block/Lot# 56.-5-20 Pursuant to application dated 7/25/2016 and approved by the Building Inspector. To expire on 4/28/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,018.40 CO -NEW DWELLING $50.00 Total: $3,068.40 Bu din �Ie ctor Form No_6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CER T IF ICA T E 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 Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. I- A u New Construction: 04� Old or Pre-existing Building: (check one) Location of Property: &,4_4,r oc�e, /L4- House No. Street Hamlet Owner or Owners of Property: �otA,) cjt7yso� Suffolk County Tax Map No 1000, Section S-31 Block -S— Lot 2_c) Subdivision ILW c,� �o,••fes Filed Map. -7 fit, 19V,, Lot: 2_0 Permit No. Li l L ti Date of Permit. Applicant: L•tom Czyoj iNj_LA_Q �) �S`Jc r Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary_.Certificate Final Certificate:. (check one) Fee Submitted: $ J\J c nature �o,*pf SO(/j�,olo . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 Np • ao roger.riche rt(c town.south old.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Weber Address: 150 Budds Pond Rd City: Southold St: New York Zip: 11971 Building Permit#: 43178 Section: 56 Block: 5 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anything Electric License No: 5220-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic, Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 9 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt 1 Recessed Fixtures CO Detectors Sub Panel 80a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: "MODULAR HOUSE", 14-combination GFCI /ARC fault circuit breakers, supply power to elevator Notes: Inspector Signature: Date: February 8 2019 81-Cert Electrical Compliance Form.xis N Town Hall Annex . ~V Telephone(631)765-1802 54375 Main Road ° Fax(631)765-9502 P.O.Box 1179 ' Southold,NY 11971-0959 BUILDING DEPARTMENT D TOWN OF SOIITHOLD JUL 1 1 202 BUILDING DEPT. C E R T-I F I L AT-- QN TOWN OF SOUTDOLD Date: 7Lj- Building Permit No. v `o Owner: fc ff I"C- (Please print) . Plumber: G ....�"_�� L_ . f..... 40 . _ (Pleaseprint) 2 ` 77, I certify that the solder used in the water supply system co less than 2/10 of I% lead. (P um egtire) Sworn to before me this l day of 20� Notary Public,.,-S L4 . . CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2--a'�, I Of 80Ulyo h� �O • h0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ IFJ UNDATION 1 ST [ ] ROUGH PLRG.- [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Ll 1,�• DATE INSPECTOR OF SO�Tyolo ��y�OUNi'I,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRIG / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Y Y ✓ d - �'r JV flMe rjT� Jf &7r!V WV _ �✓ 19P PgV'*' DATE -1011012-WINSPECTOR oe soulyo6 * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Z- �� / INSPECTOR �21 Y OF SOUly�lo - - # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: .,L.. af, ov-\ ( V AD Wd;&) 1 ft � 'r� kv, Pt-. Mvs,, Ce-4914 Q9 pl"*A Vp\ rT)I 9� stnshv—G5(9t r 7vh hor VI 1 970 41 M M r' Io .ev DATE yy INSPECTOR U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2022 at'or FjPod1InsuSange PCg In)'r, ELEVATION CERTIFICATE SEP 19 2022 U Important: Follow the instructions on pages 1-9. Copy all WCI 00iialFlevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. day^ 85"d' ft SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: JOHN WEBER A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company MAIC Number: Box No. #150 BUDD'S POND ROAD City State ZIP Code SOUTHOLD New York 11971 A3. Property Description(Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) S.C.T.M.#1000-56-5-20 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.41°-04'-24.03" Long.72'-24'-26.56" Horizontal Datum: ❑ NAD 1927 x❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1011.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0.00 sq in d) Engineered flood openings? ❑Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage 1109.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0.00 sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State SOUTHOLD 360813 SUFFOLK New York B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 36103CO158 H 09-25-2009 09-25-2009 AE EL 6 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: E�NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑Yes x❑ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 ' OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #150 BUDD'S POND ROAD City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is c C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BE ,AR,AR/A, R/AE,AR/A1—A30,AR/AH,AR/A0. Complete Items C2.a—h below according to the building diagram specifie n Item A7. In erto Rico only, enter meters. Benchmark Utilized: RTK GPS Vertical Dat :NAVD88 Indicate elevation datum used for the elevations in items a)through h)Belo ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 2.5 ❑x feet ❑ meters b) Top of the next higher floor 11.0x❑ feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑ feet ❑meters d) Attached garage(top of slab) 2.5 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 9 x feet meters (Describe type of equipment and location in Comments) 3. ❑ ❑ f) Lowest adjacent(finished)grade next to building(LAG) 2.5 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 8.5 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 5.7 x feet meters structural support ❑ ❑ SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1009. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑No ❑Check here if attachments. Certifier's Name License Number KENNETH WOYCHUK LS 050882 E OF NF Title , j H M IV �\•. NYS LAND SURVEYOR �' �� O Company Name tiE, KENNETH WOYCHUK LAND SURVEYING PLLC " n Address m _ PO BOX 153 2� �O City State ZIP Code �Q 0 0882 •AQUEBOGUE New York 11931 ��ND Svc Signature Date Telephone Ext. 09-01-2022 (631)298-.1588 Copy all pages of this EI ion Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) A/C AIR HANDLER IS LOCATED IN THE BASEMENT ELEVATED•ON CONCRETE BLOCKS TO ELEVATION 3.9 EXTERIOR GENERATOR AND A/C UNITS LOCATED ON ELEVATED PAD AT ELEVATION 7.2 FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 8 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #150 BUDD'S POND ROAD City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab) is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #150 BUDD'S POND ROAD City State ZIP Code Company NAIC Number SOUTHOLD. New York 11971 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: #150 BUDD'S POND ROAD City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken, "Front View"and "Rear View", and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Mimi '�'a..�ifa'e•.� ..',.� -.f�� *,w•j�-� #-...' .�+ .r-.. a - ... �,i- T �Y Photo One Photo One Caption Front View Sept 1,2022 Clear Photo One ikwilt '#a1. Illi qhl-,}Y �'� y' a y2s• "+,°^a i¢'f d L' t �':, c i w +.,pr' T `5 x t ,. c 3..Yx 's. rt✓tea "'�.. 5Pi w tJ q Y'V b`"" � : gw -_- i t i' t >� y ��.,t vr. ��<.;k. �"..` �.v."`'! at it' � Y,� dew.-ti„ 11�;1�rE"1�•yt/+,vy..i�� .,�� *"__�3ixl�" t _< p t i... � '„ � _e..i� Y:t�a�t.<h 7'rrF;��_....?'.ix w�1 gar":.......-N.,�'tt _-'.',` v "."�i'"�4' 7,'��'+t�t.t. 2�%�1L0'�.' ...a..•.�7� T ."`.. -_ ''t.:: c . . .. 'S;'; Photo Two Photo Two Caption Rear View Sept 1, 2022 Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #150 BUDD'S POND ROAD City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Presto Three Photo Three Caption East Side View Sept. 1,2022 Clear Photo Three Iiuir w. 1 �4 ahwo Foul Photo Four Caption West Side View Sept 1,2022 Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 �(p -7 ALL ISLAND ELEVATOR CO. PO Box 655 Phone: 631-723-1500 Hampton Bays, NY 11946 www.allislandelevator.com e-mail: allislandelev@aol.com 11/15/2018 TO: NE Custom Modular 11]DU JUL 2 John Weber/Stacey BUILDING DEPT. TOWN OF SOUTHOLD Subject: 150 Buds Pond Road Southold,NY Dear Sirs: This is to certify that the roped hydraulic residential elevator manufactured by Cambridge Elevating Inc. (model-Elmira) installed at the above,NY location was designed, manufactured and erected in accordance with ASME/ANSI A17.1 "Safety Codes for Elevators and Escalators" Section 5.2; ICC/ANSI A117.1 and NFPA70 National Electric Code. The installation of this elevator is complete and it is available for use. Sincerely, ALL-ISLAND ELEVATOR CO. i ; `t• Ik lam ® 0 y ,' .'# t yi�� ;r. • r ,,e listo _-_ {r y fog j +�r a dY i� � y�1 a.� •r _`.f. gyp' ,� ♦ - �{" � 4 _+ iV.�' v - F 1 !', i, T ' r - �.w.,:�"�1, ��•� `.( - #i qF�. �`. Thi ♦ r� " ^` y _�':: �aC" ,�*'• ►i, •y-:�--. +j:•.+�' i�l'r'r•jr i o yy.., .yam :.�rM.�;. mow. low y ` 4W RI' . 0`4'1-1-1-I-2•�-1.8-1-4-;-1-1--�- , . a4 C, E 1 F, Y' i rt .••an,i.A a.\.s.� +irk i �, /��+��R��1 -rl/ +` �♦r a �� .. °�• fes^ wM " !QR�tr,� � ..�,,`•\�S�S'C ��* '.' _ '�'r►,t �_ - `�•err �� r` �" �._ ;x .. R�i•'Q� "-moi u' "� a �'� �. e �►�.€�.E�_ �.• 0 %" r t - J a-, 2;..+." �� -�` tel► _ y f y +�wJWit01 vow- .00 - Ir IWO " ` .. '! �' !�, .,in„T-�_ ,f.o' -c rs•.• mss+ , �� ,r. moi-• .. •. .fit i,.,•. .s .� .'�iewr"'t"` +�' ._. r".C�'r-+!� s . - ".ys'j�-4.*' -wi,.��#'`+r�et._��`.-� R `t_`�.. '"+'- -Z•- .;,'' � ..Nis r �,. ` '"-r s� s l •.- s - - d• `. �� - r +rr�� t � 40 1 -- ,, r P �, `.` �� `��' �� ► �'� � • to wn E \i Teleph a 1)765-1802 375 N Bl!1I-DING DEPARTMENT " �® TOWN OF SOUTHOLD r•� 'A e . Is 5 �:: i • � • • COMMENTS MET FOUNDATION(1ST) FOUNDATION (2ND) ' I&A ■■ .A • ROUGH FRAMING& PLUMBING MUlffinsga"y 7W -IMR-L-5A, 'W M., ' �� • i5 �'" �wM � I Li top ADDITIONAL COMMENTS . 1, ,� � � �` �� i. � . � � r 1 ��i�� • WRINp t,I .�C7.�. Inv", 'WA-31 , � j ,� ,r- TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form (� Contact: Approved VIOU ' Mail to:C�,&= Jo e�rJ�r ac,cc�'7cnJ S'1�5' Disapproved a/c Pti S A71ACY-0 Phone: Expiration ,20 ding pector D (��(�0 —AkPLICATION FOR BUILDING PERMIT 2l Date. 11 L D �� _ INSTRUCTIONSh' , ,v. . a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, a(BURAMDMeale. Fee according to schedule. b. P' T WSIB f,.lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will 'issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for.inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work-authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months 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. Zatur licant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician, plumber or builder C-,-yo Name of owner of premises ,1C�tviJ t J��rv� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. M botAc,^A_ I-kvtu' Plumbers License No. 9cAn-ve_ Electricians License.No. nLUTwd(, &2L eiu i t_ Other Trade's License No. 1. Location of land on whichproposed,work,;willbe,done:`` /S-b �ovos Pca�.� (z . House Number Street' " ' " Hamlet County Tax Map No. 1000 Section („ Block Lot ? Subdivision _lLa (76,J"( Filed Map No. � l 11G�Lot 20 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VC CAV- Pt, Q21Z2 b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars j r c—v �, t"�A ✓Ai�a� 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. &)IA 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front`� ' ; Rear -L ,i 4 Z' \"'9'VV7i.ept s; f Height gz-O& o9S ` Number of Stories $ � � �)..- I 01 — . elf 9. Size of lot: Front /0b Rear 59 Depth J t 10. Date of Purchase 20Name of Former Owner kKLt(oT �? 11. one or use district in which premises are situated 12. Does proposed construction violate any zoning.law, ordinance or regulation?YES NO/--, 13. Will lot be re-graded? YES NO,Will excess fill be removed from premises? YES NO_ Jia 14. Names of Owner of premises LL-6_ Addresses Phone No. Name of Architect ,moi x-a z,_,ri Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C:PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. L=r to'T' 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SZ Jai aotLoe being duly sworn, deposes and says that(s)he is the applicant (Name of indi i ual sighing contract)above named, (S)He is the A(6hrr (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewithTRACEYL. DWYER Sworn to before me this NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 'd)5}h day of IA 20_J(o QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES J Notary Public Signatur of Applicant John M.Bredemeyer III,President �O��O� SO(/TyQlO Town Hall Annex Michael J.Domino,Vice-President 54375 Route 25 1 P.O.Box 1179 Glenn Goldsmith y 41C Southold,New York 11971 A.Nicholas Krupski COQ Telephone(631) 765-1892 Charles J.SandersOI�CoUI Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8788A Y Date of Receipt of Application: April 27, 2016 Applicant: John Weber SCTM#: 1000-56-5-20 Project Location: 150 Budds Pond Road, Southold. Date of Resolution/Issuance: May 18, 2016 Date of Expiration: May 18, 2018 Reviewed by: Board of Trustees Project Description: Conduct construction activity within 100' from the landward edge of wetlands for the construction of a +/-41.3'x5O' two-story, single family dwelling with attached 15'x5O' seaward deck; install a sanitary system landward of dwelling; install a driveway; install a system of gutters, leaders and drywells to dwelling to contain storm-water runoff in accordance with Chapter 236 of the Town Code; and install silt fencing prior to and during construction. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Nathan Taft Corwin, III, Land Surveyor, last dated April 26, 2016, and stamped approved on May 18, 2016. Special Conditions: None. Inspections: Pre-Construction, Silt Fencing and Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer III, President Board of Trustees Glenn Goldsmith,President t®g Q��' Town Hall Annex A.Nicholas Kru ski Vice President - =". �� 54375 Route 25 P P.O.Box 1179 `i Eric Sepenoski Southold,New York 11971 Liz Gillooly COD Elizabeth Pee les Telephone(631) 765-1892 p � Fax(631) 765-6641 BOARD OF TOWN TRUSTEES JULT 3 TOWN OF SOUTHOLD 2022 TpWNG D ILDI SPT CERTIFICATE OF COMPLIANCE N OFSOMH6LD # 1924C- Date: June 22, 2022 THIS CERTIFIES that the conduct of construction activity within 100' from the landward edge of wetlands for the construction of a+/-41.3'x50' two-story,single family dwelling with attached 15'x50' seaward deck; install a sanitary system landward of dwelling; install a driveway; install a system of putters, leaders and drywells to dwelling to contain storm-water runoff in accordance with Chanter 236 of the Town Code; and install silt fencing prior to and during_construction• At 150 Budds Pond Road Southold Suffolk County Tax Map#56-5-20 d Conforms to the application for a Trustees Permit heretofore filed in this office Dated Apni 27,2016 pursuant to which Trustees Administrative Permit #8788A Dated May 18, 2016,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the conduct of construction activity within 100' from the landward edge of wetlands for the construction of a+/-41.3'x50' two-story, single family dwelling with attached 15'x50' seaward deck; install a sanitary system landward of dwelling;install a driveway; install a system of gutters, leaders and drywells to dwelling to contain storm-water runoff in accordance with Chapter 236 of the Town Code; and install-silt fencing Rn to and during construction. The certificate is issued to John Weber owner 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 11790-3409 'Phone: (631)444-0365 o Fax: (631)444-0360 Website: www.dec.ny.gov- LETTER OF NO JURISDICTION TIDAL WETLANDS.ACT June 17, 2016 East End Construction Services, Inc. 150 Waterview Drive Southold, NY 11971 Re: NYSDEC ID#1-4738-0387/00004 150 Budds Pond Road Southold, NY 11971 SCTM 1000-56-0520 Dear Mr. Weber: Based on the information you submitted and the sources we researched, the Department of Environmental Conservation has determined that the above referenced property existing landward of the current bulkhead is beyond Tidal Wetlands Act (Article 25)jurisdiction. In particular, we concluded a pre-existing bulkhead visible on Aero- Graphics aerial photo#67075, April 06, 1976. This bulkhead would pre-date the effective date (August 20, 1977) of our Tidal Wetland Land Use Regulations. Therefore, in accordance with the our Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required for activity proposed landward of the current bulkhead. 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 disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project'(i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain.valid unless site conditions change. 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. S' ereI Ro r Evans Rei nal Permit Administrator APPLICATION ay PAGE I of 4 4' -TOWN OF SOUTHOLD FLOODPLAIN DEVCLOPMDNT PE- IRMIT APPLICATION This.form is to be filled out in duplicate. SECTION i• GENERAL PROVISIONS (APPLICANT to read and sitzn)- 1. No work may start until a permit is issued. - 2 The permit may be revoked if any false statements are made herein- 3. If revoked, alt work must cess until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued_ 5. The permit will expire if iib work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements_ 7. Applicant hereby gives consent to the Local Administrator-or his/her representative to make seasonable ' inspections required to verify complianco. 8. THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMINTS TO _THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) .Q,.�� DATE ZbI ZZvz / / / �l SECTfON 3: PROPOSED DEVELOP6k`ENT fT�3-�e Com [eted by APPLICANT► NAME ADDRESS TELEPHONE APP„LICANI' Q1+M W� �ti; I �� vnnsG'onao �� zeI - b+ o0 t520 Vk."; -e Lai t 3 N li�o N Z we f 0-4<-N IN., 1N l�I l �a T— S70 I�INC-wo-aD tLol►D tosjt F-# V R Q- �1 Kt?W-SVS- CUT<1_ 40 ar PROJECT LOCATION: To avoid delay in prooassing the application, please provida enough information to easily identify the project location. Provide the. street address, lot number or legal description (attach) and,-outside. urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing (be project location would be helpful. je�5 N��J�Ito,U to ENc �Alat� A•�d> Z. t°oN��suSctlS o N) Y'1 moNl�'V �Ect� /�u� (-�oys� A(Lc pest +JK -'i> r4-r4 St�► cFis,n, �2avIRD T0 :C7' (tit �stasnn 6v� WesT > ! r C. N n��c �rtl{ R _i-S-.-Yti v t I�Tz�L._�L� 'i•o� 'f = Ess r3 rQc a I-i a�o Rpt S a riz e- U T � n ' A-PPLICATION PAGE 2OFd DESCRIPTION OF WORK (Check all applicable boxes): A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure ❑ Residential (14 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration dNoo-residential (Flood proofin g? 19 Yes) ❑ Relocation ❑ Combined Use (Residential & Commera.al) ❑ DemdUtiou" ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECT S B.OTHER DEVELOPMENT ACTIVITIES; O Fill ❑ Mining O Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) — ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) j D Roa�1i,Street or Bridge Construction / ❑ Sul,vision (New or Expausioo) vi O f / dual Water or Sewer System G'Other (Please Specify After completing SECTION 2, APPLICANT should submit form to Local Administrator for review_ d SECTION 3- FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. . Dated _ The Proposed Development ❑ Is Li141 located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FIAODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is: ' Ft. NGVD (MSL) ❑ Unavailable O The proposed development is located to a floodway. FBFM' Pancl No. Datcd O Sec Section 4 for additional iostructions. SIGNED DATE 4. APPLICATION # PAGE 7 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINIST'RATOR) The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all cxisliog structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Dcvclopmcnt plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the fust floor, details of floodproofwg of utilities located below the first floor and details of enclosures below the fust floor. Also ❑Subdivision or other development plans(If the subdivision or other development cxeeeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). 0 Floodproofing protection Ievcl (non-residcn(ial only) Ft:NGVD (MSL). For floodproofed swctures,/Applicant must attach certification from registered engineer or - architect. / ❑ Certification from a-registered engineer that the proposed activity in a regulatory floodway will not result 'LU.Any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Othcr: SECTION S PERMIT DETERMINATION fro be completed by LOt AL ADMINISTRATOR) I have determined that the proposed activity. A. ❑ Is B. ❑ Is not Lin with provisioru i of Local Law 1-9_. The permit is issued subject to the conditions n con attached to and made part of this permit. SIGNED DATE if BOX A i5chcckcd, Ibc Local Administrator may issue a Development Pcrmil upon paycncu( of d'csignatcd (cc. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may rcqucst a bearing from the Board of AppcaJs. 1 1 APPLICATION W PAGE 4OF4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: P Pc rcisroa--A pFro yrcd 1 El -rem Ne Conditions SECTION 6:_AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest poor, including basement (in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2 Actual (As-Built) Elevation of floodproofuag protection is FT. NGVD (MSL). NOT'y: Any work performed prior to submittalibf the above information is at the risk of the Appl,"cant. � / i SECTION 7• COMPLIANCE ACT10N (To be completed by LOCAL ADMINISTRATQR) The LOCAL ADMINISTRATOR will complete this section as applicable, based on in_spcaioo of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ONO DATE BY DEFiCIENCfES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO ,SECTION 8: CERTIFICATE OF COMPLIANCE(To be complc(cd by LOCAL kDNITNISTRATOR) Certificate of Compliance issued: DATE BY: - w + r l r 1 7 Attachment B /% BAMP;LE CERTIFICATE ' F COMPLIANCE for Development in a Special Flood Hazard Area r.r TOWN OF SOUTHOLD CFRTFI CA.TE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD I-HAZARD ARCA V4�R MrIST R IN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑EXISTING BUILDING ❑ VACANT LAND - ' THC LOCAL ADMINISTRATOR IS TO COMPLETE A, OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19AS MODIFIED BY VARIANCE # - , DATED SIGNED: DATED: C(C ( 93 ) Feb 0619 06:15a Anything Electric Inc 631-589-1334 p.1 D �S1DF� WING DEPARTMENT-Electrical Inspector F E B - 6 2019 TOWN of SOUTHOLD a Town Hall Annex-54375 Main Road - PO Box 1179 1UMDEICG 722 T. Southold, New York 11971-0959 TOWN OF SO fl ephone(631) 765-1802- FAX (631) 765-9502 roger.richert(ar)tawn.Southold.ny us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �lfj�G'/ -C i 6 A( Date: Company Name: , 1A .-Jfz Name: 6 c /Z License No.: . /rl 4f !Jr 2 2 o email.-as c'r 1V C r1 Gr��►� �: Address:...._.. ..._ - . . . _. . .y. PhoneNo.: o :_- �3/� y'3366�, JOB SITE INFORMATION: (All Informatiiort Required) C Name: Address: /L/C �� •v r � Cross Street: Phone No.: / ( �► Bldg.Permit#: L/3 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORT((Please Print Clearly) CAJ r'e c , —� Circle Al! That Apply: Is job ready for inspection?: YES NO Rough In - Fi Do you need a Temp Certificate?: ES/ NO lTemp Information: (All information uired) Service Size 1 Ph. �3 Ph ' e: A #Meters Old Meter# New Service-Fre Reconnect- _ nn64 t"-Service Reconnected -Underground -Overread #Underground Latera s- 2 H Frame Pole Work done on Service? Y N 'Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for I��FormAs G a « , a M-2-5-2-0110 �- 7�( T SjC'01Kj\\ (WA-1F1E1K- r Scott A. Russell SUPERVISOR �� )�+ MtA\-1�A1(Gt)EIMUEI��C' SOUTHOLD"rOL,vN HALL-P.O_Box 1179 `` o 's Town Of Southold 53095 Main 12oad-SOUTHOLD,NEW YORK 11971 L'� ,L41& CHAPTER 236 - STORMWATER MANAGEMENT 'CORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PfiojE.CT I1�1vOI.v� ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No El A. Clearing, grubbing, grading or stripping of Iand which affects more than 5.000 square feet of ground surface. El[3 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[a 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 floodplain as depicted ❑ 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_ i) rv��.► j 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 Rap 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,Design Pro(essionaL Agc t:,Contractor,Othcd Dwrict 5(� CJS k--) NAME S!J�Cc6 Section Block Lot t,cP st!IL.r�,NG DEPART IE-NT USE ONLY wx-� G Contact InrofnnTiorr Reviewed By: / -- - - - - - - - - - - - — - - - - — Date: `J Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — 1— Ppfovrxi for processing Building Permit" Sto water Management Control Plan Not Required. Stormwater Management Control Plan is Required- (Fm orward to Engineering Departent for Review.! FORM SMCP -TOS MAY 2014 r. k APPLICANT. S.C,T,M, �`: 1000 CHAPTER .236 IProperry Owner,Design i rofession+l•gen�Con[r+ttor,Other) �— ��' Stormwater Management Control Plan CHECK LIST NAME: Section Block Lot w 5 M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: The applicant must Provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! !. A Site Pian drawn to scale Not Less that 60' to the Inch MUST NO NA If You an No or NA to any Item, Please Provide Justification Plerei show all of the following iterns: If you need additional room for explanations, Please Provide additional Papel. a, Location & Description of Property Boundaries i b. Total Site. Acreage. s c. Existing - Naturai & Man Made. Features within 500 L.F. ' of the Site Boundary as required by§236-17(c A d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. C" . e. Limits of Clearing & Area of Proposed Land Disturbance, f. Existing•& Proposed Contours of the Site (minimum Zintervals) It 711= g. Location of all existing,& proposed structures, roads, _ driveways, sidewalks, drainage Improvements &utilities, 1). Spot Grades & Finish Floor Elevations for all existing& proposed structures. _ 1. Location of proposed Swimming Pool and discharge ring. RE 'l ✓t(G PO JL u aero j. Location of proposed Soil Stockpile Areas). ® rr-'vrs,`err --c,�rri i &70 - . 77' k, Location of proposed Construction Entrance/Staging Area(s). o L,o -�)n tt -r�cc Ac >s iv a— o -a'n - U� oar;. dam' T� 1. Location of i•0 osed concrete washout area(s).m, Location of all roposed erosion&sediment control measures. � 2• Stormwater Management Control Plan must include Calculations showing c/ that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch ' rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a, Erosion & Sediment Controls, _ b. Construction Entrance & Site Access. _ c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leach in Structures (e• , infiltration basins,swales,etc.) ILI RING DEPAI`U"MENIT USE ONLY Additional Information is Required. Reviewed & 1 ® Stormwater Management Control Plan is Not Complete, - Approved By: i — — — — — Stormwater Management Control Plan is Complete, Date: ! I El SMCP has been approved by the Engineering Department. I i FORM SWOP Check List -TOS MAY 2014 Dwyer, Tracey D From: Bishop <modulargall@aol.com> JUL 2 7 2020 Sent: Monday,July 27, 2020 11:48 AM To: Dwyer, Tracey Subject: Re: BP#43178 BUILDING DEPT. TO'` `""?'%' �3LD Hi Tracey, I'm emailing to request a six month extension for BP#43178, 150 Budds Pond Rd in Southold, so the Owner may complete his paperwork and filings with the Suffolk County DOH in order to obtain his final CO from them. Thanking you in advance for your time and consideration. Have a great day! Stacey Bishop East End Constructions Svs, LLC (631) 905-4382 1 Fidelity National Title _ ire e INSURANCE SERVICES,LLC �v -- 1 00_.-S (' � TITLE NO: F 14-7404-94511-SUFF A, P District: 1000 D [ECPGV[R Section: 056.Q0 DD Block: 05.00 Lot: 020.000 AUG 1 0 2016 Town of Southold,New York BIDING DEPT. Gentlemen: TOWN OF SOUTHOLD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC certifies that the above- captioned property-has been in single and separate ownership by John Weber and Jean Weber, his wife and his/her predecessors in title since prior to 01/01/1982 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: August 9, 2016 FIDELITY N NCE SERV , LLC Sworn to before me this CHRISTIN' BUSC 9t" day of August, 2016 A ai� ,B. CATALQO Not*P 11 Notary Public, State of New York No. 5037569 Qualified in Suffolk County Commission Expires 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 ft Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. F 14-7404-94511-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) CHRISTINA BUSCHATZKE, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-056.00-05.00-020.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 01/01/1982. SUBJECT PREMISES: 1000-056.00-05.00-020.000 Bleecker Construction Company, Inc. Liber 6700 page 97 TO Dated: 01/06/70 Anthony Forosich and Lina Forosich, his wife Recorded: 02/03/70 Anthony Forosich and Lina Forosich, his wife Liber 9175 page 281 TO Dated: 04/24/82 Friedrich Krug Recorded: 04/29/82 Friedrich Krug Liber 12792 page 264 TO Dated: 10/03/14 John Weber and Jean Weber, husband and wife Recorded: 10/16/14 LAST DEED OF RECORD FIDELITY T URANCE SERV S, LLC CHRISTINA USCHATZKE Sworn to before me this 9th day of August, 2016 CMARY B. CATALDO otary Public,State of New York Nota -PubI No. 503 7569 Qualified in Suffolk County Commission Expiresaa_Iq 24 Commerce Drive • Riverhead,New York 11901 • (631)17127-0600 9 Fax: (631)727-0606 C Fidelity National Title INSURANCE SERVICES,LLC PREMISES NORTH: 1000-056.00-05.00-019.000 Bleecker Construction Company, Inc. Liber 6692 page 577 TO Dated: 12/31/69 Robert J. Guarriello and Anna T. Guarriello, his wife Recorded: 01/20/70 Robert J. Guarriello and Anna T. Guarriello Liber 12743 page 494 TO Dated: 02/04/13 Robert J. Guarriello, Sr. and Edna Mae Busso, as Trustees of Recorded: 09/09/13 The Robert J. Guarriello Irrevocable Trust as to his '/2 interest and Robert J. Guarriello and Edna Mae Busso, as Trustees of The Anna T. Guarriello Irrevocable Trust, as to her '/z interest LAST DEED OF RECORD PREMISES EAST: 1000-056.00-06.00-014.000 Adrilen Realty Corp. Liber 5850 page 593 TO Dated: 10/28/65 Bleecker Construction Company Inc. Recorded: 11/01/65 LAST DEED OF RECORD (premises and more) PREMISES SOUTH AND WEST: 1000-056.00-05.00-021.000 Jack Richards Liber 6350 page 66 TO Dated: 05/17/68 Clinton E. Whitney and Anne M. Whitney,his wife Recorded: 05/20/68 FIDELITY NATI SERVIC LCB HRISTINZBIJka-ff� Sworn to before me this 91h day of August, 2016 4 Nota ubl' MAR`/B. CATALDO Notary Public,State of New York No. 5037569 Qualified in Suffolk County Commission Expires 1—�P `rj 24 Commerce Drive • Riverhead,New York 11901 9 (631) 727-0600 • Fax: (631) 727-0606 i Fidelity National Title INSURANCE SERVICES, LLC *Anne M. Whitney died 02/29/76, Surrogates Court No. 522P76, leaving surviving Clinton E. Whitney, surviving spouse. *Clinton E. Whitney died 11/06/93, Surrogates Court No. 2448P93. North Fork Bank&Trust Company, as Executor of the Last Will Liber 11715 page 203 Testament of Clinton E. Whitney Dated: 01/12/95 TO Recorded: 02/16/95 Walter J. Illigasch Walter J. Illigasch Liber 11995 page 179 TO Dated: 10/05/99 Donna Blanchard Recorded: 10/15/99 LAST DEED OF RECORD PREMISES NORTH AND WEST: BUDD'S POND ROAD FIDELITY NATI AlA. . SU NCE SERVICE C BY• ST1NA B H Sworn to before me this 91h day of August, 2016 WaA &�&�AB� Nota•y ubh ey �",RY B. CATA.LD0 (Votary Public, State of New York No. 5037569 Qualified in Suffolk County Commission Expires Tgj- 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 `�-•--,,- �_ 7' P THE WATCH SUPPLY AND SEWAGE DISPOSAL FACILITIES FOR ALL�1 LOT IN THIS LOPMENT LY H THE AND REQUIREMENTS OF HE SUFFOLK COUNTY TSTANDARDS COUNTY DEPAR��TMME^NT OF HEALTH. P.C. Y B L.5. I r� NEW YOR�r TA LICENCE N0.12B45 \ `.A OP�/ RIVEfl HEA N. . 4r `\ 'J 5.38°.5020 E. I_�4.48�-\@/O � 0. �✓/ e ^ �/ •oJ`b* \\ /� dP\N It up o5 SUFFOLK COUNTY DEPARTMENT OF HEALTH �RIVERN CAD,H.Y. J,Z�2 -'` I' H I L°+y `/�' y'a• „ 'S @2 ON, / THIS IS TO CERTIFY THAT THE PROPOSED ARRANGEMENTS OINT FOR ` LOW POINT" WATER SUPPLY AND SEWAGE DISPOSAL i0R"�Yl \`9>u4 9�•� ^G IN THE TOWN OF SO UTHOLD WERE APPROVED ON THE Booth \ wo r ; \ � ti ABOVE DATE. THIS APPROVAL SHALL BE VALID ONLY IF INSTALL' I J•' N >4 /J°` \\/ AT ION OF WATER SUPPLY AND SEWERAGE FACILITIES ARE COM` S.36-15.20_E \ �- F� PLETED WITHIN ONE YEAR OF ABOVE APPROVAL DATE. UPON THE 110,00 S 30020 00•E. 4/•J2.j3. 66.22 \ N '9\ EXPIRATION OF THIS CERTIFICATE OF APPROVAL, APPLICATION 230.00' zo f J _ o ! 0P FOR RENEWAL SMALL BE SUBMITTED TO THE SUFFOLK COUNTY EWAL PROVAL OF THIS REM 540'1 '•\ o / ATI TION SHALL BE SUBJECT TO RTMENT OF HEALTH. PTHE REQUIREMEN SIN EFFECT AiIC THE TIME OF FILING SUCH APPLICATION. CONSENT IS HEREBY GIVEN FOR THE FILING OF THE MAP ON WHICH THIS ENDORSEMENT APPEARS IN THE OFFICE OF THE CLERK •n leo 0 ¢ PUBLIC HEAL H0 SUFFOLK J LAW NTY I AND SECTIONS 2 ITH SECTION 9 OF ARTICLE VIOFFTHEE f q/ TEST HOLE NO.1 \(� O P 10o• 0 SUFFOLK COUNTY SANITARY CODE. 7 c�+ • ry,59 °\` B." 19 4o E. w \ KEY MAP - - 9 •I;Ta \ 0e Da✓j\ SCALE, 1"=600' C /^ - -� ` 000`'0. il' � I `O'l•M10 - m, / \,}, O° ti• O-O\ DIqtCTOR,DIV.OF ENVIRONMENTAL SANITATION 4 T B '07.07' ( ° 1, ° y= °/0 �•]. 6 2 ' @ O /� /)@@ O 1y 40"W. \ • s%.ya ..,u'3✓ tl, ..a. Al 3/@• r' 6 `p,VO / li', ,�,d O N.a40 fUCt10n CO. If i v/! azz�z \` \/O �. o° ! yH o °� 1 z In T CDHS I / ' e-° <a! ° J, J o�`o / }y°_-Bleeke 1 , a ,.• .,v °° z °.a ' J •L/ `.°0.?@4,TEST NoLEJ-10-2 a' oN yP 4.41149'50"W 139.90 e" �, JUN IH'1i$:i _ ` •• '^F^' r s9, HOfitAN E.NLIPP �',s "• s �' „e.x ,^ 1 14g. 4o"W. I , _ I _ \ Cp• I, �/ _ / °' Q a e' / U ' �� h cl ALItQiY rn•/ntY .,°. 92 I I p l Q y 3 \ .T* TEST/H/ O:E N0.9 TEST HOLE• \ \ H C �/�^�F � °^ .°o•.r, Q8 a I p e H•N0.3 ,R. E'a.J2. / 7 3 U' •A' y 25 / 2" 26 TEST HOLES I O 5 I I w N I 1'° sa ,°o •y� 'Z Or I `Q s W `x'n' = 1=1°L s f/Q°•T' n o e I `g; ,,.. ♦:\'ti o0' 2 3 6' h iP / I 3 N.33-15-00-W. N. IIg'oIyV..iC' Jay�+4/-��° J\O1@•�^�='l/' M6105�qS6e'Aim'vk'wT°,°@l1.Y m'""^O>�s q°a%; �/2°143.44' o@o 'N r'°;DO°-b a oOtO a t„ ry �O y ae e \°c•/>J F.�« /NQ(�°0Vo./y1,Sl�fm/,>Qry_o o' 'i°O�oN`cL.'B•1^6. /Con g2lr5u0c.2t3• 178.2 6' ;A7\V,^1o,-1'ia 1,, e�.:�,�'C..TA�.•.f,p'.6�y•'�.�• k4 0 `°t°T'-A"•'.,arF°..._4._ vr_r. -7- INP ia5495 !� /6 @ 16, is 6- 6° t•-. -- �•I ,YI ;-4 - =24 20°> °jA - ° MEN ` 39 O"W. ��- DD' TEST HOLE NO.7 wz Ooa155. SEPTIC TANK OPRECAST .RED $ R.4°19BTANOREWCARLSON O SONS,INCOR EQUAL./7 Q 3 Pool Slab System 23 Pool System Septic FOR LOTS 5'IG INCL., 20 26INCL. FOR LOTS 1-4 INCL..19,2T-31 INCL. .It]� !. lao.00' °mq °, o� i y'\ °a' Ao =� m ti PROPOSED METHOD OF SEWAGE DISPOSAL g y° / 7EST ROLE 0.6 ! ryy' 'A m y 169.00 41 \�.;`• •'E' y / ,SII 1 �" I* y7 q° /o •/ p .xl �( Ci 'THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN I ; -yt' q�672\,AO @°a 16B 320"N, y i30• / N,36°39'60'W. -- 31e'IU6 4a, as 10 I(tit ,S ` '/c(n• - APPROVED BY THE PLANNING BOARD OF THE SUBDIVISION, OF SOVTMOLD I 'oO .I I+°1 /B n'y '•>@'!O•, V/j1-05-•Il1r. - 103.00 O BY RESOLUTION OF APPROVAL DATED1Q� i J~I/ y�r� `»>' L. � CHAIRMAN - O - �? II,..I\•�. F�T 0'\.11 (-\ r ,�' s• ti I l�l/ '=!N q ROAD Dnr'-Etlq-- _ .�•L L9-e6 rlsr xo •y�o• _ 4 W N•o I�.° { '- J ru - ; Q -v ° _ - rl m ° N.39°13'00"W r•' o ZI ` ; �' 'ol- /" QI 4• F 'I HEREBY CERTIFY TI THIS MAP WAS MADE BY ME FROM ACTUAL { 140.00 0:- o I 3¢-, I Y lJ o- t/ C ` a ,10D QF p Y 10° -�}.Q SURVEYS COMPLETED MAR.17,1966 AND THAT ALL CONCRETE MON- n N.39°1500•W i1 y _ 12 I 2J ^- .30 .3/ r .n. n UMENTS SHOWN THUS' HEREON ACTUALLY EXIST AND THEIR G O '� ° ? nT I•� •°'I'^ } A•Ip PO S ITIONS'CORRECTLY SHOWN AND THAT ALL DIMENSIONAL AND i 182.40 I I {Y. - _ 2/ oa of - Y� - - , 2O „}I T n 1 OEOO ETIC OEl'AIL`5 ARE CORRECT. 0 1 I 1 ` /9 'JS!/ bu•/'/•.••0 Z o �IIrII'�1III -ALDEN w� 0, OFESSION AL ENGINEER AND LANG -P TEST HOLE"11.� qo 41 v U - SURVE YQR,,N.Y.S.LIC.N0.12045,RIVERH EAD,N.Y. F r L� • '• , y� J9?O 105.00'• -�, . ryP010 1 aJ9J@ Q2�?93 n� Lot Lol MAP OF SUBDIVISION IO0,00 100.00' 100.00' 1109,.31' 00.00' ' ITo.00' 1100.°3' >m>9 925 00' � \ wa\3 - - "Yi/1.LL01W POINT" R.37-14'30"W. ' ROAD 2 CESSPOOLS M o- I ( SEPTIC TANK 0 SYSTEM ARSHAMOMAQUE °« BAY HOME a c 3 CESSPOOL SYSTEM D 1 I -------------------- I - TOWN OF SOUTHOL Iw,� , Enia/••. G-wo/°r..•'/.n --__--____-_--____.-a-_ ,y •U \ . _` ----_@_ -__-__ ___ _ TYPICAL LOT LAYOUT Rrr'D L�ilr1, n 1 ------ �' m -------------1------------ SUFF. CO., N.Y. ;. __ - - '----'----- - N Y-�-'-"-- ro •` Owner 9 Developer' SCO le' I =60' CQr, do-�L L a I 1 BLEECKER CONSTRUCTION CO.,INC. CLL1ea.1@.t,7 SYOSSET, L. I., N,Y. , R.F. D. NO. I I 1 , hx PAGE 1 OF 2 TEST HOLE DATA SURVEY OF (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 16, 2014 12:10PM) LOT 18 EL. 5.5' ��' 0�' p QP `T♦P DARK BROWN LOAM OSION $e SEDIMENT CONTROLS MAP OF Oy QJ OF i\O ♦� EtR 14 ��G� kw. o°� ' BROWN CLAYEY SAr,Ds ait include but not be limited to: WILLOW POINT C° / J O '�' EL. 2.2' o �•, v' 33' A well maintained Construction Entran& FILE No. •4652 FILED JULY 16, lsss 0 .�•° �P�� / �A .�' .a F-Oe WATER IN BROWN C N , stabilization & O,, e oe 85�ked Silt Fencing SITUATE ,G 0� �O 5' Seeding of exposed and/or inactive soils. ARSHAMOMAQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK X. P .h D� ^ °� a °a�� ZONE A (6L. 6)�9T�� To COURSE SANCO sINAGntact OS EngineeringdCT10NS ARE REQUIRED S.C. TAX No. 1000-56-05-20 SCALE 1"=30' ' ,< �0, F at 765-1560 before MAY 20, 2014 $d. . � 'x �• t- �o � %s- �°F Backfill, OR Provide Engineer's \ g Certificatior�ULY 1, 2015 REVISE PER S.C.D.H.S. NOTICE 06 25\2015 r � p-' o.•' BOJ?�•�/ HOLE '- "a .e M/a � °- F��• that the drainageAPRIL 26, 2016 ADD PROPOSED DECK .�/�{�•J��l.J/l has been installed to Code. (To- AREA = 18,936 sq. ft. Y G � '• , OC 12' 70 0 BULKHEAD) 0.435 ac. i C 0 3 � - ��, ::;�;A�., .• �2 CERTIFIED T0: da. - .. JOHN WEBER J5try \ : .:: . ::.•:; NJEAN WEBER FIRST AMERICAN AN TITLE INSURANCE COMPANY of =': 0.• (::: x SPANO ABSTRACT SERVICES Corp. 19. O Oma, � 'p; U,� .n♦v ` as �o ' NOTES: 0 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 116 , I o 6 0a EXISTING ELEVATIONS ARE SHOWN THUS: 5-0 a � 4 F k�l 9 4 O s r, ° /tib QO x � b , • E 4 ,� PROPOSED CONTOUR LINES ARE SHOWN THUS: -y 6��0 e 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO158H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 0) ^ G°� ♦ �\V 1 f/ S m ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. LO rnGSF 6. 1 /�Q� °. m 3. MINIMUM SEPTIC TANK CAPACITIES FOR 5-6 BEDROOM HOUSE IS 1,500 GALLONS. 04 II 1 TANK; 8' DIA. 5' LIQUID DEPTH II J pa Om�F, ♦ / �\�( o DIV-01011D 4. MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. ck�c°y°o �'° \ 55 /�ti4 �O x5•q 0 8 GALLEYS 2' DEEP ® PROPOSED 4.75' WIDE X 8.5' LONG LEACHING GALLEY Q O �o o 0 �\ ♦ / \` � ° a 3 PROPOSED FUTURE EXPANSION GALLEY ........_.. __. .. , \ / � 24" HARDWOOD- \J- �� ♦ / >o ti 3Q3 C7;:C3 PROPOSED 1,500 GALLON SEPTIC TANK •QO' 56 ; 24"HARDWOOD 'rn 4', �� ;) �; - FOUND ♦ - iQ 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON,AME FROM FIELD l. CONC. MON. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHE �'`.�. .---._...__...._. •--- � �- � 1 N 820 75_1 3.5 '0 ro 'c��E Nth' I-! [� 7 1 51 20 1A�` I,QWOOD TIES. O O STANDARD FO PREPARED C�� AO�IfP �Z ✓ ll APR 2 7 2016 FOUND YY o GRAVEL O FOR SU USE E NEW YORK STATE ' \ O , FLOATING DOCK 40• TITLE A OCTA +� S CONC. MON. I �i A, 0 APPROVAL OF ST RMWATE ANAGEMEN 2 � �� Q CONTR�O P N T wn o C a er 236 ,� 1 - �••...... ...___.1;.�AwIL,I:..__._ .� cam^ I ►U - - --- DWELLING • '� Date USES PUBLIC ALv i `• - WATER Approved by: rktNAPPRO BY;: :'. LOT zo Ei1ANp5 w y O J `. T" D: AINACE SYSTEM CALCULATIONS: EDGE Of rDP� 3 �ATV'D S :OFT x �` �0 j Y.S. Lic. No. 50467 OOF AREA. 2,090 Sq. ft. S UNAUTHORIZED ALTERATIO OR TION Ai; :.- y f '• 2,090 sq. ft. X 0.17 = 355 cu. ft. 1 To THIS SURVEY IS A MC ON of 355 cu. ft. / 42.2 = 8.4 vertical ft. of 8' dia. leaching pool required ♦J O SECTION 7209 OF THE N Y K STATE T _lC L i% _ —_ _ _•__ EDUCATION LAW. Nathan i an Corwin ill • 4 PROVIDE (3) 8' dia. X 3' high STORM DRAIN POOLS COPIES of THIS SURVEY MAP NOT BEARING .f THE LAND SURVEYOR'S INKED SEAL OR Land an ` s Q`/O 20 . RIVEWAY AREA: 1,890 sq. ft. EMBOSSED SEAL SHALL NOT BE CONSIDERED ` S V e./Y l l(o 1 1,890 Sq. ft. X 0.17 = 321 cu. ft. TO BE A VALID TRUE COPY. 321 cu. ft. / 42.2 = 7.6 vertical ft. of 8' dia. leaching pool required CERTIFICATIONS INDICATED HEREON SHALL RUN _ ONLY TO THE PERSON FOR WHOM THE SURVEY PROVIDE (4) 8' dia. X 2' high STORM DRAIN POOLS IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: TENTING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTI N. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 T .. PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 STORMWATER MANAGEMENT NOTES: PAGE 2 OF 2 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION DETAILS MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. SURVEY OF 2 ARIOR TO THE CONTI CONTINUOUS LINE MOFCSILT NSCREEN T OF N(MAXIMUM OPENING Y CONSTRUCTION COFITIES, POSTL(TOYP.)STEER I.:.'• {' - '-'. --. __, ,,.711! LOT 18 U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING EXTRA STRENGTH FILTER FABRIC AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. REO'D. WITHOUT WIRE MESH SUPPORT . MAP OF THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 10' MAX. O.C. SPACINGI OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE APR 27 2016 ;,. , WILLOW POINT DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' MAX. O.C. SPACING I FILE No. 4652 FILED JULY 16, 1966 TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE w/0 WIRE SUPPORT FENCE SITUATE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE 'y -EROSION &SEDIMENT CONTROLS---- ---•• w,_; SCREEN IS REMOVED. FLOW , 1 ARSHAMOMAQUE 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, Shall include but not be Jim to: :::. , A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL �� t TOWN OF SOUTHOLD BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT " ; _ ':; A well maintained Construction Entrance, SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES •ATTACH FILTER FABRIC SECURELY Wire Backed Silt Fencing, stabilization & SUFFOLK COUNTY, NEW YORK SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS ": `•• To UPSTREAM SIDE OF POST S.C. TAX No. 1 000-56-05-20 NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL-DISTURBED Seeding of exposed and/or inactive soils. ABALE S 3 THE AREAS RPERMANENTLY4 VEGETATED. THETRAPPED VERAGE USEFUL LIFELES �j/// ////\/ ;s:\\///\//\\�� NOT TO SCALE SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED \/�\/�\�\\/ SILT FENCE DETAILS MAY 20, 2014 UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. NOT TO SCALE DRAINAGE INSPECTIONS ARE REQUIREf3 JULY 1. 2015APRIS 2016 ADD PROPOSED DECK 06\25\2015 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO Contact TOS Engineering at 765-1560 before 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED Backfill, OR Provide Engineer's Certification MNT SHALL BE 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. OFFDI SITE TRANSPORTDEPOSITED TO AN AREA THAT WILL NOT ALLOW that the drainage has been installed to Code. 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 36- HIGH POLE (MAX.) 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW PROPOSED SEPTIC SYSTEM DETAIL IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF AoV✓ HOUSE ELEV. 10.0, (NOT TO SCALE) FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, � FINISH GRADE WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE I EI EIVHB GRADE ELEV. 7.7' VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING TOP EL 7.5' -1' MIN. TOP EL 6.7' 1'_MIN. AND GROWTHS SOON AS WEATHER CONDITIONS FAVOR GERMINATION \\ \ U-2 -� \ \ SES MIN. 4• DIA. 6 3' CLEAN INV. EL APPROVED PIPE TANK APPROVED PIPE N SAND 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA /\/\ \/\\/\ /\//\, 6.7' min. PITCH 1/4'/1' v! min. PITCH 1/8/1' INV. EL?5.9' 0 1 COLLAR VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER S /\ %� \�/\\��` E's.s' INV. EL LEACHING LEACHING 0 THAN 1 SQUARE FOOT IN SIZE. \ 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR = \ \\� I.-B• � 6D B•5'�'I° {---a•5. '{ .ZN SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO - THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, 1 DISTRIBUTION GALLEY OF BOT. EL. 4.2' GROUND WATER OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR 6 GALLEY SYSTEM ELEV. 2.2' CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. TRENCH DETAIL SEPTIC TANK (1) (NOT TO SCALE) LEACHING GALLEYS (6) ' 1. MINIMUM SEPTIC TANK CAPACITIES FOR 5-6 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 8' DIA. 5' UOUID DEPTH 1. MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 psi AT 28 DAYS. 6 GALLEYS; 2' DEEP. NOTES: 2.CONCR TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS 3.WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP THICKNESS OF 6•AND A BOTTOM THICKNESS OF 4'. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) REGRADING & VEGETATING DISTURBED AREAS. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. SHALL BE DRY AND STABLE. 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 5. .ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE R L EQUAL). THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WEEN A MAX.MAx.TOLERANCE OF 11/47 4•A 70' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER UNE SHALL BE MAINTAINED. VEGETATIVE COVER,"MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH ON AMINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL 5.AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT 6.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. APPROVAL OFSTOR WATER ANAGEMENT AND REQUIRED PERIOD OF USE. 2SLOPE OR LESS CONTRO P N -Tow Code h r 36 C)FI�bY�`�` 5� � ' STABILIZE ENTIRE PILE 1 Date: � O t WITH VEGETATION OR COVER TYPICAL SUNIT Approved b °r A Q (TOPS TO BEE RMWATER TRAFFIC BEARING) �� {- `L (NOT TO SCALE) Z � CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) •f-, 8 FINISHED GRADE OR 6-THICK REINFORCED CONC. COVER _b 8" TRAFFIC BEARING SLAB 1'-0" (Max.) '�� ^, • i No. 50467 . PIPE FROM ROOF GUTTERS 8'-0" Nathan T win III . 1 �' \L `L n ALL AROUNCRUSHED D 4" - 1-1/2• STONE Land Surveyor LEACHING RINGS REINFORCED PRECAST CONC. 3'-0' 4000 PSI O 28 DAYS 3,_0. Successor To: Stanley J. Isaksen• Jr. L.S. (min.) 4- (min.) Joseph A. Ingegno L.S. STRAW BALES OR SILT FENCE Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE E OFFICES LOCATED AT MAILING ADDRESS (NOT TO SCALE) 1586 Main Road P.O. Box 16 GROUND WATER Jamesport, New York 11947 Jamesport, New York 11947 II VIZ!J \ y x JUL 10 201-5 PAGE 1 OF 2 O °� >�j INS, _TION IZECj%J1RED TEST HOLE DATA � RVEY OF P�� AOR SANITARY SYSTEM 'aU� ' CO.G �SE�tiLYM SERVICES e ,�� 5 7 �p mss,, p�� (TEST H0: DUG BY McDONALD GEOSCIENCE ON MAY 16, 2014 12:10PM) OFFICE OF WAS'�EWATER PGT. LOT 18 9 lS, By 14EAp rk-DEPARTMENT EL. 5.5' O J4�1 GOOF �i9a Q a DARK BROWN LOAM OL MAP OF tix �� ` BROWN CLAYEY SAND SC WILLOW POINT a EL. 2.2' n s, Oe � 3.3' FILE No. 4652 FILED JULY 16, 1966 y�Oc�. 60 �S OQ Q�Q WATER IN BROWN CLAYEY SAND SC SITUATE 1 5' ARSHAMOMA UE 0G� 0�' �1sFsq�� TOWN OF SOUTHOLD e° Q Gal; STORMWATER MANAGEMENT.NOTES: PAGE 2 OF 2 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION DETAILS MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. SURVEY OF 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD LOT I 1 A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC L POST (TYP.) JL U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REo'D. WITHOUT WIRE MESH SUPPORT MAP OF AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 10' MAX. O.C. SPACING WILLOW ILLOW POINT OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' MAX. O.C. SPACING FILE No. 4652 FILED JULY 16, 1966 • TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W/0 WIRE SUPPORT FENCE SITUATE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE ARSHAMOMAQUE SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, _ ':-I LOW W A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL TOWN OF SOUTHOLD BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT SUFFOLK COUNTY, NEW YORK SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES ATTACH FILTER FABRIC SECURELY SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS To UPSTREAM SIDE OF POST S.C. TAX No. 1000-56-05-20 NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED OFEAASBARE ALE IS 3-4 PERMANENTLY VEGETATED. SEDT ENTSHTRAPPEDGBYUTHEUL LIFE BALES ////// / ' / /\\//\ NOT TO SCALE SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED \ \ ��\\i SILT FENCE DETAILS MAY 20, 2014 NOT TO SCALE JULY 1, 2015 REVISE PER S.C.D.H.S. NOTICE 06\25\2015 UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE'REMOVED. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. N�� CHANGE(S)' •1 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 1`>i®IlE�H7Lt'81`V� (�7) 6. LEADERS AND ..GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED By Suffolk County Department of I-lealth Sevviws. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OFF-SITE TRANSPORT. OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING--DISCHARGED ONTO THE ROAD OR OFF-SITE, 36" HIGH POLE (MAX.) 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW PROPOSED SEPTIC SYSTEM DETAIL IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF SOW EL E HOUSS (NOT TO SCALE) FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, FINISHED GRADE FINISH GRADE WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE ELEV. 8.5' ELEV. 7.7' VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING TOP EL. 7.5' -1' MIN. TOP EL. 6.7' f1' MIN. PERFORMED GROWTH.S SOON AS WEATHER CONDITIONS FAVOR GERMINATION \\ \ \\ \// MIN. 4" DIA. 6. SEPTIC 3' CLEAN /\/ (s`� \/\• INV. EL. APPROVED PIPE TANK APPROVED PIPE nt SAND 10. SUITABLE VEGETATIVE COVER IS DEFINED ASA MINIMUM OF 85% AREA z j\�j/\\ \\/\� 6,7' min. PITCH 1/4"/1' s7 min. PITCH 1/8"/1' INV. EL9 5.9' ° I COLLAR VEGETATIVE WITH NCOZEIGUOUS UNVEGETATED AREAS NO LARGER �\ /\��\\��` EL 6.5' INV. EL. LEACHING LG L'E' o ._ 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR N \ \\� ♦~B � 6.0' °, Ni SITE ACCESS, LOCATIONS WITH THE EXISTING ROADS, TO'PREVENT RUNOFF OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, DISTRIBUTION GALLEY OF BOT. EL. 4.2' GROUND WATER OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR V GALLEY SYSTEM ELEV. 2.2' CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. TRENCH DETAIL SEPTIC TANK (1) (NOT TO-SCALE) LEACHING GALLEYS (4) " 1. MINIMUM SEPTIC TANK CAPACITIES FOR 5-6 BEDROOM HOUSE IS 1,500 GALLONS. I(.IC10 1 TANK; 8' DIA. 5' LIQUID DEPTH 1. MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS sq ft SIDEWALL AREA. + NOTES: 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. Qdl GALLEYS; 2' DEEP, TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", ATOP THICKNESS OF 6"AND BOTTOM THICKNESS OF 4". 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. �. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE OR EQUAL TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A OLERANCE OF 11/4") 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. MAX.. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. ` STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH .COF APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. ��►�r �✓� AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS �A 0 ' STABILIZE ENTIRE PILE 1d� WITH VEGETATION OR COVER TYPICAL STORMWATER UNIT ZT ' (TOPS TO NOT TO BE RASCIC BEARING) �s- z , `• CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER dd 8" TRAFFIC BEARING SLAB 1-0 �( [t:'✓ N.Y.S. Lic. No. 50467 PIPE FROM ROOF GUTTERS 1' B.-O. Nathan ft Corwin III CRUSHED 3/4" - 1-1/2" STONE ALL AROUND Land Surveyor LEACHING RINGS REINFORCED PRECAST CONC. 3'-0" 4000 PSI ® 28 DAYS 3'-0" Successor To: Stanley J. Isaksen, Jr. L.S. (min.) 4„ (min.) Joseph A. Ingegno L.S. STRAW BALES OR SILT FENCE Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE .E OFFICES LOCATED AT MAILING ADDRESS (NOT TO SCALE 1586 Main Road P.O. Box 16 ) GROUND WATER Jamesport, New York 11947 Jamesport, New York 11947 I PAGE 1 OF 2 tea° spa SURVEY OF 0J° �.; .. goo° s� MAP 18 .Q. OF �•D .y �� ,`sem FILE WILLOW E POI16,NT FILE ,a • �'' SITUATE ARSHAMOMAQUE TOWN OF SOUTHOLD ii QJ0 R. •D , ,OO \ ,1 O �� •oGj� C ^tel y� - •�`' \`'0 9// m `° a SUFFOLK COUNTY, NEW YORK �d S.C. TAX No. 1000-56-05-20 Q °a• \ \.o, c / -ooyon, ,�,a SCALE 1"=30' • �Gpap \\�O. I' EFr JULY 1, 2015 REVISE PER SO.C.D.H.SS.INOTICE 06\25\2015 \ 96 7 APRIL 26, 2016 ADD PROPOSED DECK -ZD \ ,ry 1 7 / SMMAAY302 01'/FOUNDATION LOCATION 0. AREA = 18,936 sq. ft. (TO BULKHEAD) 0.435 ac. ��. 1 / CERTIFIED TO: JOHN WEBER x-&4 70 JEAN WEBER ,DO CR %% 'O FIRST AMERICAN TITLE INSURANCE COMPANY F � (�+ SPANO ABSTRACT SERVICES Corp. pa h� h0 00..,, 's. : �x SURVEY OF y�°G�P�e- �'�: •.>.o• �� 0 5.8�°GAG. � LOT 18 J .90 MAP OF X WILLOW POINT Y" lx V `3' P' 00 FILE No. 4652 FILED JULY 16, 1966 1. ��o Px(004 SITUATE �0 ARSHAMOMAQUE -"4X �e, aG�' Gs eJOJG°. p tip°� 9 � �� FSG TOWN OF SOUTHOLD 1$p q �� m�,cti� O SUFFOLK COUNTY, NEW YORK X �O 6.7 P� s3 , °;'P�5 x o�,L �Yrc ONE A CEL 6) -f, S.C. TAX No. 1000-56-05-20 _ e o .� //��Y 3 SCALE 1"=30' '. X 80 s��e5 F e MAY 20, 2014 oy, 5 6. bac �,iCY�i' eP, 3.8 �� 1 JULY 1, APRIL 26,52016 ADD PROPO EDnDECK\25\2015 o °J�pe�• 6.9 X8.5 C� , 196 ,P SMMBER 23, 2016 REVISE DRYWELLS AY30. 2017 FOUNDATION LOCATION • e G vv�s �'. �, �P, c^y }, . JULY 1, 2019 AS-BUILT SURVEY Q S ,1� �• A, o SEPTEMBER 9, 2020 UPDATE SURVEY ��`�e�y \fie c°,� FFAl F. 8 ivy y��es �9�• 3.y e s s 6 R6ft. , (TO BULKHEAD)EAD) 0.435ac. 5 6.3 5 RL `� 5� X e Tl oX �O��Q O�OG� SJ�e X 5.6 0 6.9X �, CERTIFIED TO: UlI ♦!Cy \ JOHN WEBER hO FoGJ°ao off• �1hO.1h' � � ' \��\`�F oy °°°`I�°°oI�9°°°l I o� J1jI/a 1 X \ FRS \\7/�. \Foo� \. 6 £ a�n JEAN WEBER FIRST AMERICAN TITLE INSURANCE _da COMPANYN 62oPX Opykq01R SPANO ABSTRACT SERVICES Corp.O0', aqFS o ?- 64e 1 Fli� o/VCCSQs, co/VCCOM5 4,. 40 NOTES: .3 X65 X% 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 94 EXISTING ELEVATIONS ARE SHOWN THUS: 5_12 PROPOSED CONTOUR LINES ARE SHOWN THUS: 00^ _ -� /�� 1 x� m 2. FLOOD ZONE INFORMATION TAKEN FROM: 04 M GSF s.2 �' �ti N)4 i j o M' Z FLOOD INSURANCE RATE MAP No. 36103CO158H II II �A�F X6s 1� Z Q ZONE AE: BASE FLOOD ELEVATIONS DETERMINED CIO �i 1 x 6.0 tAM WOOD y �, Gotio / 1 1 xj p�F� X— ?off a DOCK ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.27 ANNUAL CHANCE FLOODPLAIN. n 0-1 x� o a 3. SEPTIC SYSTEM AND DRYWELL LOCATIONS ARE TAKEN FROM SITE PLAN x� y O P s. / ar pew' oQ BY GLYNIS M. BERRY, ARCHITECT DATED 11/30/17. 1W� U �'�O �O O X5.6 _�L2aha r 17 ♦ O CJ ♦ 3 �m x ♦ 24° HARDWOOD-� 110, O �0 , 5.6 24"HARDWOOD ti FOUND ♦ 2 ♦ -, CONC. MON. N , ♦ x 5...1 3.5 'm CO82 as 51 '2035 w♦♦ •WOOD TIES. �� PREPARED IN.AGCORWCE` W.THE MINIMUM ♦ GRAVEL O O STANDARDgg�p R SU.. ABUSHED FOUND ♦ �. BY THE,Jl.A.11-. '4ANp N'PS AND AD PTSD CONC. �♦ Oy O .j FLOATING DOCK F O� I S�OBY IHFs�SfA7 D MON. C N' DWELLING USES ♦� )� J✓�J ;� � PUBLIC WATER JIL •d LOT 20 Nos eller a, EDGE o o �\,, [}� �v0 \ '�� ,�°y-N.YrS. Lic. No. 50467 2 _,a `S/ UNAUTHORIZED ALTERATION OR ADDITION A n C s "' :Z V TO THIS SURVEY IS A VIOLA71ON OFSECTION Y a,� ,®, �0 EDU AnON2L09 OFAW. TME NEW YORK STATE Nathan~-&-f`Corwin iii COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSEDSEAL SHALL NOT BE CONSIDERED TO TO BEEAA VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUnON. CERIFICAMONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 0 � �^- IISESDPUBl1CW TER . yNRUG.sryTlae oEswra GENERALCDNomoas• studio a/b architects 1.EHTplL1TCN SNNII.COMPLY WBH aUFFOII(CWNTY DEPARTMBR OF e51 Wen Mein 9VaL ��HIXSE HEALTH 9ERVICE3'RELULMIONS,STANOARD9,ANDREOUB,E61ENf4 Ree,ea0,NY11WK NOF BEORO01t B ANOSHALL BE BTRICILYNACCORDANCE TO THEWWUFACTURERS tlf BN],8 BILIOUS POND ROAD a®ncBAWE NSTRucrloNs Bs1 REPIDiE41.EB00ALA9PAR TABIETA SPn,S n£SmPN,WL I.50G RO ZTNE N9TAMERMUBTNgDACURRENT DOUID WASTE LICENSE {+r .�•.°.an °9{ .-. .:. DESIGN: 1bTD CJLLSEPTICTAKK RIR6UAMTD CHAPTER 6®AR1KLEw1aEPTIC PNDUSIRYMIBMF-�R) =OFHf •. .. TNROUGHTI B6 OLKCOUNTYDEPARTMENTOFLAIORl10ENSNG Rv Q d*- AR ROWOFPIAMINGORSHR118. .. REOIWB:D:TmkIENGTN�.A9 fFR NYSlESD1ENIML ANDCONIBA! RAFFAIR4 PUPSLIANTTOSUFT011(COUNTY OaDE§ POB - -� „�_A_ ��,_��'E°�, STONUM091ABlEB4 U5NGAPPMCATCN IUTE t3 AFFPW9 tIMBrtpNSAt"�STOFTLCI1m WA4TELICENSE HaIOERSCWHIMEii OM1 NYIIW -Y ..r ELGEN 601L E%P. :A�ma.Io[=nCua DESIGN (Z�ROWa.EAP1"PT.TATA l"T.NSTALLON UNT4506 11 REPLALEDCtENI SNIDAIID GRALBFLL .9 I BPORSV RFAPF.O bEPTIC(mFATMENTCONBTRULTpN CRRERI� 1.SEPTX:/IREAIMENT u s I CONCRETE6NALL BE MWNUM BBW PSI.]BDAYBBET. '� N I'T ff _ Lp D0IRBUTCN BOK I� I� '11I r�PaYLOKN I L III ``IVlrl NONCONCREIEFREFABRCpTEDeEPfCnWKSWW.CONFORYTOTYPEI RETANNO WALL iVNIEm1ATIO LLAHSOCAMNOFPWMBWOANDLIEGLWIGY6i] M MN O IMIHFTE WALLM,Em CALI•M , s_ • OP aFWA31 .BI FPCWS'AYEAIGWNATCNALBT/WMROFORPREFABNGTEDHEPTC 8T O TYPED RETANNO WALL �EACII6ELOOATgNDATAW/ MYOMAY 1 JOHN WEBER A B C Yxs:t roP OF RETANNa WAIL6 202//MY ]S] u ® FOLIOwe NpHER GRADE `fL 2CMAC1(YANDNUYBEROF OPENNG9 O ] 020 at i!b S MAXHaAI DESIGN LOAD MWvoE-Rm4A]sa WIIW A VA MS WpEpME..'e i tMEDATENAMIFACTURED. ML BIea11LIL B A29aea mA LE1w TFS7 HOLE DATA ALKWAY V AfLCIST-0tON ANOHDPECOVERSSHALLEESETATFNLLFD -A In^ °YBee 8 634 01.1 GRADE,BE LOCKING.TAMPERAESOTNNT,WATERTIOHT,NSECT- BUILDING DEPT. 1NOOFANO HEAPPROVEDFORGEWAGEUSE.COVERBHHALLBE S , L E [IEHTNDLE Dab BYMdIONALD TOWN OF SOUTHOLD O ABLEW MATINOT'AU.Y�.'VFR,",G"E`FfECfpNWHEELafl.6BW.N.oFRSBBte OVERSP P k /L/'f,,,`.^,',', G GEO�HNCEON IMYIB,]01A 121pYn W.ALLCFORPME CONCRETEHTRUCTURES,WHENNOT RE(hAAEOTOBEBRDUGM TOGRADE,SHALLBEOFFRECAST DRNEYIAY RENFORC®,:ONCREIE I ETS MEL) /DDO680S]D 1 ~R9 D OMKBROWN IOAN OL V0.HDPE COVERSAMO.MSMEftE0U8✓i ATFMHE00RAM C S 1LOOKING, ATERTIGANKB.THEYBMALLBE 6ET ATFNISHEDGMDE,OE ,SEBuOmPl RmO NNOW O 'c _ O � ..: NtOWN CLAYEYBANp LOOKING,WATERROHT,WHECfFR00F.A1ID BEAPPPDVEO Fqi SyAyE,Ny 11BN � SEYYEMOE USE R Z EEPTICTAM(SHALLSE WATERTIGHTAND CON911,UCTEO OFagRm WATERNBROWN CLAYEY BANG BC ANDOURABLEMMERUUSTHATARENWMWECTTOE%OESSNE FRBlQ,GmIJ Y CORFMSCN OR DECAY. �. AALLSEPIICTANN LNSTBE CERTFIEDAS WAIERRGMTBY PUYPTANX WNSUMPPUMP MAW FADNRER USNG ERHERVAWUM TESTNOOR WATER WATERNBROMMETO TESTIfG METHODS. COURSE SAND SW 1. VACUUMTEBTNGMUSTPUU. OFMENXOFIYMGj FORS ..��`N;_.�_ '^�1'Y NNVTE9 WfMALOSB OF IO%ORIESS. C NBCTIOFW MTERFORNHOUABDVER W CONNECTCN WIIII WATER FOO 2i HOUH9.REF[L WATER TO HEIOHTFNEEOFD.MUST NOLO FORIfCUR WnHSER0 LO5S. y. B.NW.PENET MNSPFEBBNNLBECONNEOIEDTOTAIASW A CABFWPIACE WATERTIGHT.6FALED FIEABLE.CURA1d1 T1@PFE ' ! 1Z RETRACTABfE BCIAI,iP.ANYNEW NOLESAEpUHBiEO iO�AL1E0 ® �uMx'Ma. � � ONSREBNALLBE CORE-0TRIEO. 4PREON4.Ru RETE BECiCN98HALLeE6EILLEDWiTHOPE(1N- (TArDIAS ABBnflnATC1LS: NCH BVIVLRUBaERJONT8Ep1ANTWXCH CONFORMS TOASTM A\ DRYN'ELL \ CSBD.JONTS ALIONEDINTHESTSDEOPEH-.HAVE MT 1 \N a AND BUTYL TAPEMPMED TO THE 0Ui61DEOP IHEJWR, B AT t �' CGN4 CONPiETE T1r£W BLACKWATER EOUTLET DNER TO THE MBOTTO_OPTIITAW(COVERYEASUAED FROM OALCIARONB: b \. yyy'��NCO. CLEANOLM \ O EwSLEC. El£CTRC A.ACVEESro EACH ipNXOR OOMPARIMENTOFTNETANK SNALLBE BQM8Ee:Zfm GO.FT. ` STIE PLAN6BASE0 ON SURVEY BV NATHAN TAFTLORWNGlANO EIEV.n FL ELEVATION f91OW0E0 eY Nl ACCESS COVER WIMAN NSIOE DNEN910N DFAT NORTHEASTOWISTEA RDOFIVA OF ROOFARFA) yA,' b ¢ SURVEYOR,LAST DATED Q&nGa a GAS LEAST]E WCIIE9NDNIAETE0.ANDIN COYPLLANCEWNH6,11 AN0 RUN-0FPTOBEOIRECIEDTODRNEWAY \ '9� ° i �.p a` OFtl ORWIID FAISTCBICURNfEPALAfEA 1111OFII.REGIDEMNLVANDAR0 a11B.ALL OPENNGS 61Wl `� 44 TAXNu,m06BASA GW On'WATEA YEETTHE FOLLOWNO REOUgEMENTS: Zfma4 FT.%(1])%0.1)•]88 W.FT.M FALL) ° �' lOTf4MAPOP VYLLOW PONE.FZENO.I4V F4EDJULY 16,1968 HOPE HGNOFNSITYP0.YEMYLENE A aPENN4S SHIYLBEPROV 0YERALLNLETANDOLTLETPFES 28HQ1.FT.f122.48VERTYALFi.OFB DW, V LEACHING POOL 4WHERE EI(TENBIONS ARE InQuIRED,THEYBHALL BEWATERIIGNT (4)rMXSNGICAMORAN PO0,5 REOlLNEO °°� 4X .ems 1 PROPERYLOTMENE,8,10B so FT.OASB AC.(TO.WMEAD) µ4L `MGNUY C.BEPfCTANX WUFA RERSBIULLFRaVOEALABFLOF M. MN0.NM NONCORROSNEMATERIAL N PROMINENT LOGTCNAT EACH jj�'1.88080.Fi. Ay'P 4 `\ PTI ELEVATIONS MEREFERENCEO TO NAVO.UBODATUM A SSOPENNOTDWM'E CEN TANKMAYSE FATl1L• 52960.FT. 'YAw PR A° 1L EtOSTNO EIEVATION9 AlaESHOWN IXV8:40 ``99 qyA PROPOSED CONfOUHLNPSARE aHONN THUS ifn a.FT'/A]2.061VEHIIGLFi.OFa DUI(8}B Yg' ^ O n`A REO "mRE9uwED� 4 EtA]H LEAPING POq.RWU]1W q`- 6CPIS BUFFOU(COUNTY DEPMR,YNTOF W MEATERPROORNT O b 'U� FLOOD NSIUW��TE IMPNV OBf0.]CD15It RA JLTHSERV%29 AAD HNE OOONCRETE MglLYPEJi OREO.1 UBNG PEFWEABtfi DRNEWAY PAVEMFNT.®9L OF -Mt jy W 1ONEAE:BABE FLOOD FIEVATIONHOETERNNED W WATER NK oCOAnNOONTHE E%IERgR DFTHETANN ABOVE SWILL POOONVEYED BY 61adP PUMPro(]} • +`V' SONE EFLOOGDEfEIWo♦EDTO BE OU1HmEnfE03%ANNIHY W WATER 1 ay R 6itlW ORABN FOOLS. RpL� s �p/P 40 PWA'E ROOOPINN, Wr WITH BE TMKN3TAUATCNBTANDAR0.5 TOTAL p1,STORY DRAM POOL SHALL BE NBTMIEO. "befit I.ALL APFIIGefE COMMENDATCN4PROV0)EDBYTHE NANUFACRNRERSHALL BE NPLEMENTED. WITH AMAXW ssqq�� R CY- ZTNE BEPrICTAbIS1S BENSTA4EDACMKOF AME E AI NPI))ONAL9WMU103MNCTHCXIORMANIIFACNFR SNE WARTEN ♦A (FC MENOATIONN BED OFPROPERLYLETm c^AND CAYPACiEDSAHD GREE FR OM ROCKS)ORPEADU SUCH IWQMMLS TOJ eE GANIA T SEWER SYSTEM LAYOUT DEw SEPTIC �ERGE�OP�D�BAND 1'=20'-0' 9roNE5.8TUUF8,AND CON9TRUOTIDN OEBNLe. &THE TOP WTHESEPTICTANKSHALLNOTWLD =GREATERTHAN rn 1,LLFFEETOR MTHANONE FOOTBELOw fIWV.GRADE FPt 6EPRC TANK WITH DOME4TNE TOP OFIIrt DOME BHALL NOTBE LOCATED GREATERTNANrnO MO HALF fEETOR LESSTHAN ONE FOOT BELOW FNALGRADE 4-PREFERREDME OOFDEWATERNGWBLBEBYPUY AT PROJECT M1F5IE59 THANKBGALLONBPERMNUTE FRONANADJALENT,OC£VPA 15m0AL .PROPOSED�FFO DEW vm HWILL Keeps Ta�� Wastewater System SEPIIOTANK EFF MENTFATER Sudds Pond Road 4-WASTE NIT 1. BEPOREANY'De CU1gN,VERRYONSOEFARSYABLE PASH]Am ELGEN GSF .GRADE FIEVATCN9AT THEHWSE WNHNETHE WASTE MAIN ORBDROS PEFETRATE9. ,M•PER 12 A•WgBTE LANG -GRADE EIJNATCN9 WHERE EACNUNT WLLBENSTALLED. HOUS SLOPE YN. WPZAI0 SLISOR36 SYHIE•1 .HOUSE WASTEINE MAIN LOPATgN.SAND NVERTELFYAlpFB, M6'PFR ISBLOPEMIL -ANYlNOEPGROUND UTWIEB,PFR/SIRUClUfa65,AN4Tm EL 1IA0 FN61® 12 PL"ER Dlblit®UTIONBD% REOIR® STRUCTURES GRADE EL �• PMYLOfLA -ANYTRE&S WHIOHMATAFFECTro THE NBTALLAl10N Ta 2 TANKS SHOULD NOTBENMFED WHEN C3IOIINDWAIERN WGHOR 179DPEMA%. FINRHEO GWYEVAYENTRYLEVf 10-17 FLDW Cp!lD1TmNS FJOST. FL.� OPO,uLA°1B1O`"N'LL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS BUILT 9 LawEsr I PouowsuvPEHCRADE APPROVAL OF CONSTRUCTED WORKS FOR LEVEL ASINGLE FAMILY RESIDENCE System Layout GROUND WATER IEVEL Date A�m� 10-15OND H.S.Ret No. R ---- -- ------.------ /°r`e 4.: Elv P1.J..m°Kee. 1774 _ _ The sewage disposal and wales supply facilital this location hate been EL.a�'-- -- _----------- -L.- •.°T sxsoay-,�ELBs.A--_-_ ------ _-_ facilities at and/or cerlifietl by this Department orother agencies and found D°1O 314/20= g 1!5REPIALFSOLW1IH aeAN BOUNDAR'/ to be Batisfaclary FORA MAXIMUM 01`_-_a_.BEDROOMS. °1-W HA cr 4 iy GB a 5dY bd 3d �d � FaoTUVSTEPS DOWN FOLIAYN(N RAMP /�_,� ��. r °t P SECTION DIAGRAM CRAIG KNE]PER,RE.,CHIEF C.O 1 N.T.S. ORI®of Waslewafer Management saY AB Illdi.. f m.P studio a/b architects LG]WG STRAP lF1WG LUGBUOI'AIKy STRAPPPIO AND A vewHr�-N5T rr.rpN NO �1 Wot t0p1 �___E+E_______�__________ t. MsrAlLwrn]I slue coLwLvwrmsuFFwxtoaFmoErARna[NroF sGw LiNaz CONCR ___ _-__= RSE0.CONNECTION HEALTH 6ERIIICES'REGUTATCNS•sTANDNtOB,aNDREouPt@AFNTS,ANO TOP 60a rot m+a � __--==T==---- --- 51MLL BE 6LHN•'RYMAGDG101WLETO THEWM1FACfURE1tBNG]RIIG]W4S I 2 fANt1tETE 0FAONFN 6HALL BE DL5TALL81,5®ASSPFf&IEDN eUOYANGY GRADE FOR PROPER DRAWAGE ----_ -- _ CAILUfATpNS.pFA06$H NAYBE GST NCONOIETE,dt PRECAST CONCRETE J. SIOEFLL MATER W.6NALLBE IffAW 60R90RCNSHEO ROC1tWRX GOOp �� "B� EO AR I CO.F TIC:.NOTSAND GRLDDBESOBS VIITN IOGN SAHO d0' 40' 48' 4'PERFOMTED 01"W" I yl��,9LLir. 4 nGrALL51OEWPLL BAC%FALR SR WOtlIFTS,COA@ACRIGAND PLOTIIFT OANO NS C6 n10THETANKHAVNCII. B' JS B• 6r M0{�TWW 1B', 0 0 OONRUECEAOA A a OFADllE1 TO�BELEVE.WtiHTLIE COMPACTED BED ELEVATION.TOPOFTME VFNTTNG SREOUOiFD _�_a _a~ • _—_ 0 SECURETIETANKT0 111E OEVxff]I UBMO SIRAPPw00R CABLE PROOW]S ---_—_—_� i APPRDVED FON BUR®WGTALLATIJN.NYIfIN Oi POLYEBlER S1AAPPNO h EL 83 '9 OFN O 10 O 1.7 NN+O,Om LBBG➢A TWAT:CU6IED. • RACEb•DiAPSOVBt THETMe(ATSPECBFII:DD LOGTpN ON.Y.THE CASEREB - _ TANKBiTUPPWO LOGDON9 COWRE6POND TOSTRUCTUFUl1Y RERSORGFD ): (- BOTTtri1 OF I MFA90F1HETAKKBODY. - b TRENCH B.T%ifDEN SiPAP46NUGLYWtR1ARATCHET 00.N0.NBUCIQE 9YSTEMlO RENOVEALLSLAO(AND SUGIIRYPREAAADIHESYBTEN. :.'.I:ii �•��•~;�...y.�••- —_—_—_—_ B.AIL CONNECTOl14,FlTTNG9,AEA MAR1TNARE MUST BEC00.TMSION .•• •...•T:'T:a-,+•" ABTN C]a Qmv: RESWn OR COATED WRH EPO%YORORffA COWROSIONAESI6TAM �;•"•:•:: •' t•�•.%•_.fi r .. WOERNOl3 TODDIORDETERKIMTIONMrHCsuBGURFACEENVOtOM1FNT. �•••:'::Tn.'• :• �' - �. HIG.—RECORDEOH%3H JOHN WEBER i -- _t]0.6'_----- i 10.COH610EA ENGPVUTNO5UC11COMNNENISMHFATSHRW(TUBNOOR 1 :lam•.• .• :I��_ I^ OROUNPVATFA ELEVATION _ _ r APPLY ACORROSKIILRE56TAMC04TWOPRpH 10l BURML ••L,:• r -Y-_ --?-____ r ..•. •{•�:: '•�A~~`' _—_—_—_—_—_—_ _�� Wap4 Malmo Rm4A®amm.M110n -I-- 1- _ ,CIERM Q� '�•�',R�l •: D BBtld4]] I I '�BAW •• •• '� '•i�� erriA9 TOP VIEW I I ' ••••',Y u—_..._._. _ .ar...— — 4•PVC W9.ET N•D14 ACCE9S FORT I I +T Rmc.,T. OUTLETTEErYP. OASS a4o9oR TEE WRHLOCpNO LO DI I I F4TER lIF]NO6TRAP,TW. `EL ON-P•.., B`W 6011 _— _—_ +OJ0618�a0 SORM -OR 6FAMLlP. . 4•PVCwR S'8fl�£ e .. Aas _ .m uaN.mmex ':Y��). '•„A:.. �:..:o , .,':*' _ .•:.9.;.;.: 150 Pd0e Pmtl RmO tJ, ExGVATE ANO REFUGE SOL 4NY 1tB]f & �•'�, -•��`�I I— IENcr wnH LTEAH sANo am +,�-' �.,�•• ,•-:.�::• !• CRAVE PKET '• b I189KAN• {••`••` rF'.':;: •Y •' T(�TT TO EL 6D H-WHEREW1 JIT_ coNTwu LE ottTLE .'-,.-.. �:,-• _ aII—I I r ,� ELASTON Orw.0 .••; IIT��' _____________________________________ b CONPA0.TMEM _ fJS::�:'%:•.%.^.r - - f,: :•'.�1:.,::J!-..:::�: AR¢L1EHr B I rANCY �'1,,: rxr 7 AI I � G •. .,: mP°ORf 1E BAFFLE I I I—jr _ Fr1: -.rmroru' s---1DTorN.• - '.saND,-; ztEs MN SEMDOR 'iB'W0E O'WGf11TL — I =+ �" _ I TOURETB MF_TORN-ISJO PEAGRAVEL CONCRETE DFAONAN—II — •"''-+-.s.-.—ra.-.-`�`�4'^--`-.'— maoflS 2COMPMfMEHTGEP1iCT14MCONFIGURATION (OAR �EL OS N.•. SOa.• P0.YLOKaPCOVERCN TOTALCAPAGTY 1.]69 OAL SECTION VIEW END IONGITWNAL TDP N'IDOL RSER COWORIONG VOLUA 1.500 GAL IePARMENTAVOL 1D GB CA �'�• 10a MPARTIEMBVOL MOAL b tl fb%ACCEPTS: T SEPTIC TANK DETAIL 2 ELLEN OSi LEACHING SYSTEM DETAIL Imxr cavER PaoBx 12•=1'�• 12•=1'V HEAW COVER4D0 I] GRATE no17i S TALL Rt9ER_ 1TTALL RVERAlmanla BWTAKCYGYCU _. b E__E 1000 gW bWU=MIN13]O BOpUCTW r r d 4 LEVELNO DEVICE MCUa0 �B+gym VERTFILLREOAR(NIBS®I6.O.C. VERTCALRFSAR{M)N®ir O.C. F 'r "1 DO%6EAL. TWCLDA:NT, ^?"•.v� g001rYPA0PL45TYP. SwW%'e0�•DBroIM�� -JLJ1- XORQON]AL AEBAR(Av14®10'O.C. � HOR60HfALREBM NvIA®1B•O.C. TVP. 60l.it COMPACTED SNIII OR TaNrCxNuctlm TYpa Naaca400b � � — _ WLET OURET PEAGRAVELIEVE GPAD yy. FboOYaa FOR OOMAPINO SEWER FOR COMANMO 6EWER INV.EL Xx MELW CeWbbwOrpweq.atrb Ne Top ofTN p SYBTELI APPLY WATER r. SYS)ENAPPLY WATER BOTTONOFBO%ELM 6a0 wIpNa00f�N4NNdnm BdboO bib mlWamn N PROOFPm b :i RIDOFMO Mpl/,d Walt fe00rN '''✓•: POROUS BAOF h :.JPORW9BACW E T_ FROM5mEVIEW NATEiOwL•HW 1myB�BV9Dwar Nlro0 Bap0p Tu0r A yIJ!'� a4wm � fgiCWRAMP10 sEwER � FOR GONrawwa s6Wet �• n DISTRIBUTION BOX DETAILS C_tl4mrr.n € - Laam tart E5 'T=TTT=III. � =TTT=TTT— ••�1 72•=7'-e• wNN +B tde0 It- B Edea > b • h 0406rurvohma JIOro � '.5'::.r: Daebnen WebM S 5 OeoEmm4apW han Or04o 608fl B6m • O.nH Wro So0eEw0DVAemrYalmalroDro 1]9H WIHEAW Bal ebore Dav4men WdpM tJ.]00 Om PROJECT a FOOTNGLAIIAALT✓fBM(ANBN�tr MFa FOOTeJG LITERAL RIEAR WEIN®tr MN. Wastewater System iO"`E V— FOOTpIG LONTRUOWAL R(TfM(AbBN® FOORIGLONITNOWYREBA0.0WaJG® Budds Pond Road vwr.mwN.maFlama Tek P3aW ro DLemma N ro Tpbl a@.SOm TYPE F.TTYPERETAIMNG TYPE OI:TOELTVPFRETANRAG WALL Ucmt Fam EV Wa+a 00dama ta4 ba_ H B D H B euorANcrwDOLArrox 4 N• if• s aro• a' zs e• T4 d"M. V.Mm. s a 1r s +s 4 a5 s Upifl Farm• 18404 Pe. B J9' it B' 19' B 41• W tlaoalM Bueraeev 11,!80 M. 4 I9' B' WerDbUTLflRab• 1.M .•IS ON Tne mrw om daam�m�yL®.mr sanaor caiM ' AvxI0.009OiH48w(Nr8}� M-0—(BPOFT) ACC>=l0.006 MNA)1°a(BPM1tT) Alm>=OSBe(INiRFiI Av.MNSECigNALARFwOFVERiGRLREB R M•MiN.5EC110NALAAFAOFHORRREBAR ALil.NNSECiYNULAREAafuTERPLREBAA AMn•MN.SECTONALAREAOFLONGRUONALPEOAR AS BUILT H=TOTALHEfGMOFWALL(FTI pew OFSTEMATEPSEn-0MM(VMW.) M-M7BHEIGMOFWALL(P'f) ee WW]HOFWT TBASE(FT) 0•SLOPEOF StRROURGE8ENW0 SISAL GRADE ASE(FT9'RUN!GTI •=SLOPEOF 6Ufd01HRGEBENNO STEN.GAwpE RSE(FTTRIIN lFn H REBARO X REBAHp N REBARII N LbNB System Details 6PACNG 6PACNG 6PACPIti SPACMG 5 CB 14' 4 00 1S 4 4 OB 15 4 04 Ir 4 n +a os 1s 4 n +s 4 u +r 9 n +s s 4s Is s n is s N tz Prvlarl anrpa 1774 PRovlDecoNTROLJOMrwr zso.c.,Tw. D� 3142022 dnnq HA aemne,• GB 'a 9 1,2 A VNG WALL DETAILS C•02 B=Y 12•=r-0• �-=.. Awl ' NEW YORK STATE DEPARTMENT {}FSTATE / Division of Building Standards and Codes \ One Commerce Plaza, QSWashington Avenue ` ' A|bany NY 12231 DEPARMMENT i � Phone,. � mu)�r� o7a Fax (518)486-4487 STATE E-mail; Lin��n�ux�uu STANDARDS -'- CODESi NOTICE OF APPROVAL This notice serves to inform the local Code Enforcement Official that the New York Department of State ([OS) has reviewed and approved plans, as authorized pursuant to 10 NYCRR Part 1209. Regulation and Fees for ! Factory Manufactured Homes, to allow the construction of single family homes, two family homes, and/or other � modular buildings or components in compliance with the Qbaha Unhbnn Fire Prevention and Building Code. as ^ described herein: | Manufacturers Name: Icon Legacy CMH, LLC 24GSand Hill Road Selinsgrove, PA17870 | Building Description: Detached One and Two-Family Dwellings and K8uKip|a Single-Family Dwellings(Townhouses) Approval Number: K8086'2014-075 System Approval Applicable Code: Residential Code ofNew York State 2OiU(RCNYG2O1O) Expiration Date: July 17. 201O Maximum Ground Snow Zone- 12OPGF ' Seismic Design Category: A~ B. C. DO, D1urO2 (Per 2D1ORCNYSSection R682.10Wall Bracing) Basic Wind Speed: 12OMPH (3Sec.Gust) Exposure Category. A. B. orC DOS Contact Person: Don Thomas Jc.AIA Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and^Nnn'HundooneProne Rag|onn.^ Approval Date: July 17.2O14 ' Ronald Piester,"AIA Director */copy ufthis Notice of Approval shall accompany all plans and snacmootiomo av»mmou as partofa permit application, Plans should not require a DOS seal provided the registered design professional references the approval number and certifies that the plans and specifications conform mthe plans and specifications approved byand vnfile with the DOS. The following statement may heused tnprovide 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 nnfile with the Department of State,which were approved on July/r2O/*under systems number mo06-uo/4-0ra' The approval identified aume is limited to all construction that taxa, place in the factory. Site e|mteu work including msm:mmn and connection of the building and/or componeom, oovnueUvno, mechanical 000noctioos, xmkn. devxo, etc. in the responsibility of the Code | Enforcement Official, The presence of the insignia of approval shall be presumptive evidence that the factory munubom,eo home o, / component complies with ,xa provisions of the 2010 nowYs. If the coda onavuamemt nffio*| believes that any factory manufactured component is in violation of one or more provisions of the RCNYS,he/she should contact the DOS for further review and/or determination. CREScheck Software Version 4..6.1 �(J Compliance Certificate Project WEBER #3 Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,169 ft2 Glazing Area 20% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 150 BUDDS POND RD NE CUSTOM MODULAR, INC. ICON LEGACY CMH SOUTHOLD, NY 11971 150 WATERVIEW DRIVE 246 SAND HILL RD SOUTHOLD, NY 11971 SELINSGROVE, PA 17870 e s` 4 "e�(j"��•r a-`a :,�6,,:'- ,�r,;.i�®'a?:a�„�„��':;;, '�°;s�a"`%,. "��y-,i•�. `g �„�;,,, g;.-:re. ;�.� � �5 Compliance: 7.6%Better Than Code Maximum UA: 580 Your UA: 536 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 2,085 38.0 0.0 0.030 63 Wall 1:Wood Frame, 16” D.C. 3,506 21.0 0.0 0.057 158 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 638 0.310 198 Door 1: Solid 37 0.170 6 Door 2: Glass 53 0.250 13 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 2,085 19.0 0.0 0.047 98 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 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. j ICON LEGACY CMH ; 9/4/15 Name-Title Signature Date Project Title: WEBER #3 Report date: 09/04/15 Data filename: \\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 1 of 6 REScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code 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. Section Plans Verified, :Field Verified # Pre-Inspection/Plan Review Value Value Complies?, Comments%Assumptions & Req.ID . 103.2 sConstruction drawings and ]Complies [PR1J1 documentation sufficiently ;❑Does Not demonstrates energy code {❑Not Observable compliance for the building } envelope. ;❑Not Applicable 103.2, ;construction drawings and ;]Complies 403.7 :documentation sufficiently i. ❑Does Not [PR3)1 :demonstrates energy code compliance for lighting and 33 z❑Not Observable 'mechanical systems.Systems 3.,. - ;❑Not Applicable serving multiple dwelling units ; I :must demonstrate compliance .with the commercial code. r 403.6 Heating and cooling equipment is Heating: i Heating: ❑Complies [13112]2 .sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual J or : Cooling: Cooling: E other approved methods. Btu/hr Btu/hr ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: j 1!High Impact(Tier 1) i 2 Medium Impact(Tier 2) T3 j Low Impact(Tier 3) Project Title: WEBER #3 Report date: 09/04/15 Data filename: \\Legacynas\enginee ring\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 2 of 6 2010 New York Foundation Inspection Complies? Comments/!assumptions Energy _i 303.2.1 Exposed foundation insulation ❑Complies [FO11]2 protection. °❑Does Not }. ;❑Not Observable ❑Not Applicable 403.8 :Snow melt controls. EComplies [FO12]2 ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 'High Impact(Tier 1) 2 i Medium Impact(Tier 2) ( 3 ;Low Impact(Tier 3) Project Title: WEBER #3 Report date: 09/04/15 Data filename: \\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 3 of 6 Section erified, # Framing/Rough-In Inspection Plans Verified Field VComplies? Comments/Assumptions & Req.iD _ Value Value 402.4.4 Fenestration that is not site built ;. ;❑Complies [FR20]1 'is listed and labeled as meeting ;_ ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ' ;or has infiltration rates per NFRC " l❑Not Observable 400 that do not exceed code '❑Not Applicable -limits. 402.4.5 `IC-rated recessed lighting fixtures ;❑Complies [FR16]2 `:sealed at housing/interior finish ;❑Does Not g and labeled to indicate&It;=2.0 cfm leakage at 75 Pa. ' -]Not Observable I 3❑Not Applicable 403.2.2 ''All joints and seams of air ducts, ;❑Complies [FR13]1 air handlers,filter boxes,and { _ �❑Does Not building cavities used as return ducts are sealed. * ;❑Not Observable i _ I❑Not Applicable 403.2.3 Building cavities are not used a i —;❑Complies [FR15]3 'ducts or plenums. EDoes Not ❑Not Observable ❑Not Applicable j 403:3 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to R-3. ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ❑Complies [FR18]7 : 'pipes are insulated to R-2. ❑Does Not l`. ❑Not Observable ❑Not Applicable _........__.._._ _..-._.. .....-- ----- --.......-.........................._.........._..._.........................._._._.-.--_..............._....i_...e...._-...-...-.... __.............,....._;.......__-?_.._.. _.................................................................................._ 403.5' °": Automatic or gravity dampers are - 3❑Complies [FR 19]2, '.:installed on all outdoor air I. }❑Does Not intakes and exhausts. kyr ;❑Not Observable '. i ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) i 2 Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: WEBER #3 Report date: 09/04/15 Data filename: \\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 4 of 6 2010 Newi York Insulation Inspection " Complies? Comments/Assumptions -- , Energy 303.1 'All installed insulation labeled or ❑Complies [IN13]2 Jnstalled R-values provided. ❑Does Not ❑Not Observable: ❑Nat Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ;°2 j Medium Impact(Tier 2) FTI Low Impact(Tier 3) Project Title: WEBER#3 Report date: 09/04/15 Data filename: \\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 5 of 6 Section 1 Plans Verified Field Verified" # I Final Inspection Provisions Complies? Comments/Assumptions & Re IDI Value Value 402.4.2, Building envelope tightness ACH 50 = ACH 50 = ;❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [FI17]1 °'of<7 ACH at 50 Pa.This gF :requirement may instead be met ; ❑Not Observable :via visual inspection, in which ❑Not Applicable :case verification may need to occur during Insulation _ :Inspection. _— -----.........._.....-...................- __.._..- 403.2.2 ':Duct tightness via post- cfm cfm ;❑Complies [FI4]1 construction with maximum UDoes Not leakage of 8 cfm to outdoors, or 12 cfm across systems. For ;❑Not Observable `rough-in tests,verification may ❑Not Applicable :need to occur during Framing .Inspection,with maximum :leakage of 6 cfm across systems and 4 cfm without air handler. 403.:L1 Programmable thermostats ;❑Complies [FI9]2 installed on forced air furnaces. i❑Does Not ❑Not Observable : . ❑Not Applicable 403.1.2` :Heat pump thermostat installed ;❑Complies [FI10]2 on heat pumps. .; '❑Does Not y,... ❑Not Observable ?❑Not Applicable 403.4 Circulating service hot water ' ;❑Complies [FI11]2 'systems have automatic or - ❑Does Not accessible manual controls. - ;❑Not Observable ❑Not Applicable 401.3 -Compliance certificate posted. ❑Complies [FI7]2. i ❑Does Not ❑Not Observable _ 3❑Not Applicable 303.3 �-:Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating UDoes Not equipment have been provided. . , ❑Not Observable ; ( <❑Not Applicable Additional Comments/Assumptions: 1!High Impact(Tier 1) ' 2 !Medium Impact(Tier 2) i7 Impact(Tier 3) Project Title: WEBER #3 Report date: 09/04/15 Data filename: \\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 6 of 6 C2010 New York �(j Energy cn constructo,on Code Energy Efflociency t Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling /Roof 38.00 Ductwork (unconditioned spaces): LIM Window 0.31 Door 0.25 f • B o e 6 f Heating System: Cooling System: Water Heater: Name: Date: Comments HIGH WIND CALCULATIONS FOR ICON - LEGACY "IST MODULAR HOMES,LI ',SEI.,'INSGROVEA PA. •05568:' WFCM Vmph 120 MPH, WIND EXPOSURE: C NY 04 'ta PREPARED BY: BARLOW ENGINEERING, P.C_ 6512 SIX FORKS RD, SUITE 203B RALEIGH,NC:27615 150853 L 2010 New York Energy Conservation Construction Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling /Roof 38.00 Ductwork(unconditioned spaces): t.• e e Window 0.31 Door 0.25 e e s a e e Heating System: Cooling System• Mater Heater• Name• Date: Comments ICON LEGACY CIJSTO l MODULAR IiOMES INDEX NARRATIVE- P3: SECTION 1P4-32 SHEARS?ALL't;: klf ULA CCSI*IS,: SECTL4N,2`: P33-37 RAND CA CULA'TIONS;` SECT.,IC?N 3' P3849 tu rw. :' BARLOW##950853• 2 NARRATIVE 154553 0534nee?015 Legacy 0#5568 Two-Story 43'-6"x 54'-0"(Overall) Roof Slope:9;12 Blind Speed: .120 MPH Exposure O NY Sara Strickland It is assumed:that the structure will:be placed over a basement foundation system.The mean roof height(MRH)of the structure is adjusted per manufacturer drawings: .Ensure that the foundation is structurally adequate for the shear,uplift and downward point loads imposed at corner connections and similar.locations. Sidew all 41 and Endwall 92 were designed as a segment shear wall and hold downs are required at each segment end Minimum strap thickness specified is 20 gage per state of New York requirements. BARLOW#15D853' 3 a ICON 11SCYACY CUSTOM MODULAR HOMES Section 1. SHEARWALL CALCULATIONS F I f lb t�77t 150853 BARLOW#954853 4 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES liter 2001 WFCM} ,Iver r� p„b 1 BUILDING INFORMATION: JOB NOWER- 1„rANgt,- PS.04N41ZINUA"BERLEGACYRO.$5SE FIRST FLOOR INOTH6YMS= 43411 SECOND F-OOP,VMTH fw l= A S R FIRST'FLOCR LENGTH(W so IT SEcOIJD FLOOR LEN*In 60..)x. 50 11.. _ ROOF SPAIN 33.68 TRUMSPACRIGITOCw, t6 IR $TUO.$PACV419OCI P 16 ti MIND 3PLE0 MIS)• 170mph EXPOSURE FAC'QA 'C MEAN ROOF 1,1EIGHT'ADJUSTAIE7T FACTOR(CLRiH) 1.340 WALL SE*H7ADJUSTMENTFACTOR(CW14 Hl" 1.323 SHEARWALL SUMMARY: SHEATHING FASTERA'G MUST USE THE MORE RESTRICTIVE FASTENING OF THAT SPECIFIED FOR, SHEARWALL SHEATHING FASTENING AND SHEATHNO SUCTION FASTENING F W STFLOOR ENOWALL 41:714V CSB EXTERIOR!B32 :OCKEDt u., "GWB KTERfOR, BINDING ROOM A GAIN YS END WITH Stl COMMON NAILS SPACED AT Y EDGE D(]UQ3E FRA-IMG MEMBERS AND DOUBLE BOTTOA,1 PLATE REQUIRED AT PANEL FOGES. STAGGEREO NPUNG AT ALL PANEL EDGES ARE REOUIREO. FIRST FLOOR ENOWALL 62:716*OSS F30ERCR(BLOCKED)w V167 OSB INTERIOR BEDROOM 03 N FAMILY ROOM END WITH 3a COWdAON NAILS SPACED AT W EDGE —SEQMFNTFb 334EARWALL-HOLDDOWNS REGO(REO AT EACH SEGMENT ENV'^ FIRST FLOOR SOCINALL 11,7HG'CSB EXfERIS R 38COCK=w T/15'GWB INTERVR KITCHEN/FAMILY RD"SIDE WITH BE COMMON NAILS SPACEDAT 3'EDGE ^P ARVIAL HDI'DROWNS RE"IIqlQ AT EACH SEGMENT END"` FIRST FLOOR SMEWALL RL 7115'0$8 EXTERIOR MB OCKEO)Ic H,Y GWB INTERIOR BITING ROOM{SEGROOM 30 SIDE WITH W COMMON MAIL-1 SPACED AT 7 ED3E WOULE PRAMNG MEMBERS AND DOUDLE 60T70M PLATS REQUIRED AT PANEL EDQ155 — PAN Q SECOND FLOOR ENDWALL91;7116'03B EK'TERICR16LOCKED)I'=—OWD INTERIOR BEN J BEDROOM JN END WITH Bd COMMON NAILS SPACED ATI'EDGE SECOND FLOOR ENDWALL 02.7115"OSB EXTERIOR IBLOCKED)*f 12*OWS FRERIOR BEDROOM a4I BEDROOM F2 END W"3§3 cOmw44 TIHLS SpAcm AT>-EDGE SECOND FLOOR 5307INAM01:7116'OSE EXTERIOR dLOCKED)w'Vr GW6lrmRF^_R, .BEDROOM 311 BEDROOM 02 SDE WITH ad COLAIDN NHL$SPACED ATE EDGE SECOND FLOOR SIDEWALL C2:7N6'CSB fXTER3ORTBLOCKEDT w V2,•GWB INTETJ4CR DEN t GEOROOM-04 SIDE WITH Dtl COALS:GLI TINTS Z ACED ATg"EgGE ROOF SNRATNUJG171IV OSSB;UTFBLCCh'L-._3Awa Etl NAi,LSO a 5 t3Y cmmG SHEATHING:1R'GWS fUN+7LCCKED)ni FASTENERS¢T!T' FLOORSHEATHFNW,IS42-F,BN.O.:D gUOJ•ELOCKED)vq 8G NAILING�?SrtT SHEATHINGSUCTHONFASTENINOI F09ROOFi0NEI:USED:34'r.i5'CO»"kSON NAIL iFACE HNa1.ED)AT 12 aIa.c FOk ROOF20k«2:USB O!3T';«.6"COLWDN NAq(FACE NAILEDIAT 86aa c FOR ROOF 20F{E 3 gOORNERS:USE D.l,}i'X2 6-C.7ilJAON FL:TL(FACE F4ULEC{AT E P+a,a. FOR ROOF ZONE 304(CCRNER OYERKA NG):053:0.;}t.x2.6"OCDV.tON JU,".(FACE FJAILEO{Fi 5 Lna c ."R WALL ZOTC 4;USE 0.33t'X25^CCIR.{ON NA1(FACE NAILED)AT 121ac.c, FCRWALL ZOV.d.USE O.S3'."r 253 LCdD.�fd NAS.(FACE N1,1%AT t2iaa.<. EW£bFdFU{SH:1:2� SD .PREPARED GY:. BARLOW ENGHEEWHG,P,c. 6512 SIX FORKS RD,SUITE 2038 RALMOR'"C276Ts Paged of,26 _ r.veicn:rc�,uw�n asrr.Rvscal.+aue:mo�grrnA Ascx,:N.+n1clw;r gvm`vaMUlvm,anwXtp 12t81.'2C85 BARLOW#154853 5 SNEARWALL OESIGN ICON�LEGACY CF}STOM MOp(jViR-H MM - .tPer2001wmmC CONWECTIDN SUMMARY: CONNECTION TO SE AS$PECMED OR EQUIVALENT 'LIPLRT CtlNNECTICNB''• .. .• RMCIAl ED TRIWMV0'M.USE(M 0.*P%2.6",C=J0N HAL PMNMM)CEU#i_G SkNl?TOTRUSS ANDUSEf2)SWPFAdd H26AEACHTR0SS • bR CONNECTION TO'N.{TtlflTAtiO AN lA 1bT FORCEOF.1�74 @9 2retFLOOR STOTOSa?PtAR'/CfA�>N.1?AMA:USE A t.6 x208a STRAP EACH STUD WITH(0)0A t4ML(9,}EACH END .. .. ,' OR SVitH flt)t69a:5T3ACEC')EALeS END,; •OR tONNECTION TO�A*lTdCTPdiDANUPLIFTFORCE b?1013 bi ' •, 3WF/,AO,Rb'Fi/ANRtIX%�EM10.USEAY.S x.O ge STRAP EACH STUD IY#TH(01 eNAtLS$SEAC,HEND . 11=11E 211 Y6 gaSTAPLE(S)EACH QA OR= TD WITHSTANDANd7PitT FORCE OF 537Da ,TncTLOON/W 1!TO lACDURG[WN:USE A t5x209A STRAP EACNSTUO W-"(8)800-ts)EACH ENO ORVffN(21)Hi Sc STAPLE($)EACH END • ,OR CONNECTION TO WTTHSTANDAN UPLRT FORCE O=93745 ; 1slFttiawo TOCEiiNn't'NO^USE R 1,5k2D S.STRAP EA,"H STUD WITH(8)60 W+ .1 EACH ENO O�LVtTNt2ij i8 g3.STAPLE($)EACH ExW , ORCONtiECTION TO'hDHSTAND AN UPL&TtnRCE OF 86043'. lT!Fdb(XtSTidOIOtiO�tteM1ND USE AILS x209a STRAP EACH STUD WITHM 80 NAd*)EACH EM ORY✓tM RI)t69a STAPCE(5)EACH END, .. OR CONNECTONTO"iWTTI6TAJW AN UPLBT FORCE OF764 ft,% Fii)tRtty(t&}SOslttlPdE�altBifGiR'xt USE(?151AiP3CNIR5Pi?tifLliERTE4GMANCHOftBDETtOCA7�F! „ TO CONNECTFLOCREAMG TO SILL PLATE - OR CONNECTION TO'ATMTMD AN UPMFT FORCE OF 1736 t3' LATERAL CONNECTIONS •• .. .• . TRUSS TO TOP PLATE OONNECTIOW USE(ti0,YSPXZS'COMMON NAC,T,OEN}LLED)PER TRUOS PLATE To PLATE CONKECTION:ATTACH WRH 013P x:.8'COMMON t4.A1L QFAC£NAUEO)ATE'ON CENTER •DLA'dETO'#iu.GCCtl;7Efi7iPtr U3E't.i0,162'xaS•.G'?W40 }tAfl(Er3s'xI,AItfA}PER5tUG ObTTDt,}fAATE?O FLOOR COtiNEC'T<OM^..A7TACNbi'iTH D.131'�I.6`.CO�SMO+{NNCiFACE NAREDI ATF•ON CENTER.. ... 70P,PCATESPLICES: .. - ,TCP PiaTE GPLECES SNAIL GEAMTii�S,dM OF�M1`°'IRiRQSYS`T&3(6,tSY83SCDM4�N WCL;.iFitCEtiA4.ED)1,3:.Pc> . DRNWMAumbFi0C1i";)t04TSd(O,1E2`}i3S'G6hL;Kh^1Hk?tfACEtU+a:*iixat' .. . NORMONTAL FLOOR DIAPHRAGM CONTMUITY. -• . ` SECOND FLOOR MODULE70MODULECO14hTCTIONATFLCORRMU.+NID:(ALCNGMOEl87E) ' tMEA FAN.OF(T(I)1fY OATrIRU EOLTS-. MODULE TO MODULE COtBSECMN AT F100R R1ldEiSdD•.{AT ENUttAllS}, USEk.5 x20 ga STRAP Y.'STtd(9i 60 NAiItS)EACid E(^.O ORWI1Tt 03116 g3.5'eA-SLE{3}EACH END TO ATTACH W0LaTOMOOULE AT EACH ENDtYALL OR LLNNELttB>+TOtVeMSTANDATE`�31tE FORLE i3P tag363 , •• FIRSTfLOOA •. •" MODULE TD M!DGGLECOhdECTSON ATROOR_R4i8/!iD;tALON6 AtSTE LO:E) ' U0EA R9N.OF SFO)1f2:OLA,THRU 60LT5'- - - - MODULE TO MODULE CON AT FLOOR REAS+SSD:(AT EKOVtA1LG)- USEA15i2OCaSTRAPWITHd7jO:NAILS)E.ACHEM1D • OR WITH 117)1§Sa.STA IE{S)EACN E#D .. TO ATTACH MODULE TO MOO'LEAT.EACH E VNAU OR CONNECTION TO WiiHSTAND A 7ENS0.E FORCE OF 795 4s -PR ElAdttiO$Y:'^ DARLOW EN0348ERSNG,P,C.' ' 4612 SIX FtlitltE RD,SIIiTE .'PegE-210f26 BARLOW#;'150853 ;6 ; .SHEARWALL"DF51GN iAON.LEGAO,.CUfiTOM moDu AR HQMES,, (per 2001 WFCM) <sH@xiirnceNeetnows" ' BECDND FLopRENDWALI ..', .. . W4rrSME§RZHEATt!NG TO FLOCREAND,USESH[iTMIFJGCON4iE'"7iDA.'WRN2 RCW(fijOF 804ALSATE'OC; ..I�tNDSHEiTH;t`G 70TFiUSSBDTTT7MCH.7ROI DR COti1'EG7tOWT06YOHSTANDhSH£AR FDRCE OF 72F FY.•. U}1ttUPi,S1-S4EA7KrXi TC F4i'+OR D�+9'WESeIfA'Et14�tQCGilttE.`nON WtiF{2R�Yf{S}GF Or ttxRSAT3'OL.` , OR CCF".tCTiQN TD WUHSTAFD2 ASHFAR FQRCEOF:api :ALTZItATE:FAM4SP4tV60B TQW&WNIiVWUX.STFWt-Z&PDAtdPGld6R1CPi5SRU.7wNtist{StY7 TRUSS BO1TCM CHLRD TO TOPPLATE CONNECIMN,,USE DIM x35•CDMIO t NA1}TOENAi.EDj�'i V IXI CFId7ER' ". MUSF.0iS%%P=4LTPi FYATEQ2w Oti CENTER ORCOh`I.TCMN TOWri JSTAUDA SHEAR FORCE OF 1M50 BA03 TO"S TOP PLATE CORiiECTON:USE O.Tf2'a3S00Mi.1.i fAMTOENALEDiAT3'ON CENTER .. .. Ar.USEtti StLtP"aON 4TFG PLATEQ.lCaN CENTER " OR CONNECTION TO:hTMSTANOASHEAP,FORCE OF=625b.-' SECONDFLOORSlA6MALC -. •, , - - .' UNRSFe:AA SHEATFN'lO78 tYaORP,AadO tirE StiEATMKaCOti�-T3A4 WfiH tlfamY/.;S��fe F�tS.4TY,O:C, .. .. aRC.Omecmam TOWRHSTANOA�dvA FORCE OF SSS P9 A:OIT UPUF72HEATHS7OS6 FL�RB#ib;l ESHEATHTiU.Ct}N?t TON YYRH 7RD47(S}OP Sd NAilS AT1'Off.' ' .. OR Cp". CMNTOWUNSTANDA,SHEAR FORCE OF 68D Of . EPJiATE:M5vk)ismK1(ORT rw,iRUHT'W6R':Stwpc F2Efi¢aF wuim :[RAS:f@i(7t$AV X i69A .. E#715 TO BAN45$BOTTatddTDPPV.TE t:ONriECTiQN:USES.t{Tx3A'COMtALWNA3.ji0Eti'..EDjQ B'CN CENTER ', . CR USE(Tj SWPSON LTPS PLATE Q SW ON CENTER aR CONV.CTpI'S70'N'fR(iTAFtDA3HEJ�R FEIR,CE of t}hi:m, • FR$TFLOORDriDWALL UHITSHEAR uHEAIF46zKiT0 FLOOR BRtB3;tSE SHEA7HFFO t:DNtSECOON YrfTk2tiOSY(SjOF irO ti4iLShT2'a.C. •.. . .. OR CONv?Ctbt>'TbWNHa^TAtiD+4SHEA.R FORCE OF 888 pR' . urirruPLUTDHEa7rxr�ToieDaaBAt:D:u�ESHaA7FFcrBear:NECTiDNWrtHZRaWIs}aFmeuA,sATro.a' . - ORCa,'NKTpOtiTOY(aHSTAND"SHEAR FCRCEQ?m p". 'FLIEi?NATE Fh',:TLRSFLAMND TOAA.4O WRIT Y WIBF STrNP OFR�10 PnNbUMlhit[.bSdS3iatiCT1DN ASFiE6iYL .R6.s'3ASiD 70 SLLPLATE CONNECTIOh"_USE b.tf2'%3SCOL17AON FiAYSiO€tiAX.EDiQ3'O*aC�ITER. . OR USE(f)SA1P".'CN LTPJ kATEg 17.ON CENTER ' aR CDNYECTXH7T0 W[Rb'T+WD ASFlEAR FORCE aF 27732 Ta" SG.Pir1TE7Q FCUiiPiTi4N COCiBECTKti:USE i>:tdi:HOR COi.°f5�19'4&- , CRUSE 516'AHCHOR BOLTS 0.7 . " ORCCN^tECTIONTOWRHST#iDASHEARFORCECF2713261621Pr}'. MST FLOOR SIDEWALL . WzSMEAR SHEATIWt TO FLOOR eAMY.USE SHEATHRO COHRECTION WRH2 ROWIS)OF W NARSAT2°O,C; " DR COIdVECTF'.7itT0 VSfTH2T#iDALHEAR FORCE OF t"=;W ., UM T UPWFTSHEAMWS TO FLOOR BAND:USESHEATHM COM>ECTFON WITH 2 ROW(S)OF e0 NAILSATTO.C. aRcONcjia¢iTaYrcftl�TArs`.!AHERtt fa 'E GF 026of FLTEP.NATE F'ASTtX36F4AlyNG1U1LAFtl]WfR11•V(g3F.'tilRlaaF'_Ye7 P.apiCilAtuFACYI'�""iTi7iCTIDN AMtE3NC 'Ra.'SR4D TO'wtL F+{.FQE CONN£CT,iGti;USEQt6:x3A'COAttaOtIML(TOEN I.EDi06`ONCZNTCR .• .-".. CR USE 111$MIPSONLTPA PLATE Q=V4 CENTER ... OR COT.YcCTFONTO WTMS7,+ttDASHEW2 FORCE OF i5112b9 S:1 R tat To FOUNOAMN cormzCTION:6SE 1--rMCHOR BOLTS 041.O_C OR USES&S"AHCHOR BOLTS QST'0 ORCONaC7FD"TaWFr3iSTAJ2D ASNEAEt FORCE CF 7511T {]SL p{D I!IWARM EY:7' Bl4RLOW 6NGxEERINa.P.C:,_ ' ' . M`TSIX iORN5iD7;SUITE 203® . ' RALEI!OII,lFC2T675 ?dgB3a128 a�iri`mi-e<zre:+!:n:iasarr:4aEauwutaiunxfeadA.v,`a.rmstr✓Gr ina�:xru<:acst;�rwx. ,9211312415 "BAkLOW#150853 '7 SHEARWALL DESIGN aOoN-LEGACY CUSTOM MODULAR MONIES (pw 2001 WFCM} APPLICABILRY LIMITATIONS: MEAli ROOF HE7GHT0.'i1Hf° 2aaiin 'NUMBEROFS7OR4:S= '2 FIRST F=9 W1D7H[i o- .43.6A SECOND F.00R WIDTH OV j- '43.5n FIRST FLOOR LENGTH(L"' 50 n: .SECC4D FLOOR LENGTH R7)°' .-Yen BU=NG ASPECT RATIO iUf i)s 1.15' 'FLCORAOIS'TDEPTH- 9,26W MAX.VERTtC--FLOOR OFFSET s 0 h FLOOR ASPECT RAM(vw)s 1,16 LL..7L FLOC4 OAPHP,-.,W00ENtNGWOTH= 9n MAX,FLOC1T DuwHRAGL+OPBtJSNO LENGTHx 7j1 ;FtRSTFLOORH£KiHTtH,)i. Bn. SECOND FLOOR HE4W{Y7;)= 8n CELWtGASPECT RA710(LfiNj= .1.15 M:i.-=d15°R1Yi1d.5EGRfEYT{Ht3.5}= u9,n R60FPRCNm 9112 DESIGN MEETS LIMITATIONS OF THE WFCM METHODOLOGY CONNECTION INFORMATION: TR77ss TO RATE CO1iN8CYe1 m {)PLAT STRENGTIt; SH°,Aft STflEtaG7H,•, (1)SWPSONH2.5A U. 5356: F2= 110 mo (21SW.1P50N R26A 1I= 10709. F7- MAW N2)sm-nON LSSO U= t2m 6. z= 0lbs 200 FJ M2dAtUM C07iSTRUCTICNADHSNE Z? TOO Pai1ENG-GRA!';) 2000MTNMULS CON TRUCTIONADH�SN'E, '2> 200 Pw{FACE) FLAT STRAPS FAST_ENERSC B7 NAE 16g.-STA-LE 15x20g6STRAP Z. 12M Cs Z. 127,3 4"m. (2)1.5A20gs STRAP Z= 2SM It. 131A 46 Ops (3)i5xZ0ga STRAP .2s 370 It. 2= 140.5 45.14. (2p 1.5.16 gs STR4P �Z° 42140: Z= 1445 4&10. {3)1.5x1694 STRAP. Z. 6=1 r. Z= f09,' 46.465. HDLTtiDW NS+M 11'2'SDG:Dis7ANCE MM'AUA10"STEM jAU ASSU5IE 3000"FC CONCRETE 50,crSLva HHDOit �'S Z= 'SZ6 ms affil%SONHH0014.',;D�.,2.5 - Z. 107450. :ffi'p.1GNSTNDI4P,A E= 4480= 'smPSON HDIM(3)21(8£TUDS 2= 110554. 12.010.THRUSOLT = 623 ms lrrmCHOREOLT Z= 105E 0. SS'ANCHCRBOLT .Z= f4"ms u7.ONA.LAGSCREv '2° =5Ibs 0.131'1 SS'CCAI.UN NAS(FACENAUDp 2= 107 Ws &I37'Y2.5•CC,W1CNT:AS(TOENALEDj Z. 83 mf 0AM'1.2b'COMMON WIL(ENDWXEDp '2= 61 lb. 0.162^x 3S'COMION NAIL(1CSNiI.EOI Z= 158 m. SAW x 3.5'CCWAON WaIFACE NAILED; Z, 191,m. US=x3.5•CMINI NNAL iEN094LED) Z= 728 m5 8d COLMON NN_NFACE NAP.£D),7176'SOE MEMBER Z= 95 ms 0131.125'COWOUNq-(FACE pt4LEDj 2= e9W.tL'75.SKL;NmeCw'A77- (0St-M-4 LV4 PLATE 2= '57$m. SWlPSOYRSP4(i)FLA7E Z= 255 m. 1?`GWd(:iN.L710..-KEO):.3 FASTENt:R9 Ct,..rm 70 p5 Tftb°DSS tUR8LOCKED)W Ed NALDNG aVPZ- 2- 23n pit - 7:IV&B N2LOCKEO).*'%%Sd NAILMO 06V1: ZF 328 pC bf'N.OS6(UN-SLOCKED)-8a HALING 9WIZW9 PH : 19 3MW:OSB(BLOCKEO)7 6d NAILING Q6-AZ 2. 347 PP 7116`O88(BLOCKEOIBe NAILING a,67t2'8a•o.C.Q P£Rtb-TER 2= 437 Ptt im3Z`CSB(BLOCK=_D)gJ Sd NAt=Q 6nZ'&4-Q PERIMETER 2= 461 p0 11�C5v p4(7cLLU}aa7>;++Ae�is eSf;aT 4Tu.gISl%+a+E1Eu.D4 kF ies+exc Z. ssM1 pr NOTE•USP CC14QECTORS 3.FASTEN VALVESASSWe1E SPP FRAIAWG MMERW.' ANCb1OR BOLT VALUES ASS AAE OMP VALLIS PREPARED EY: MARLOW ING"VERING,P,C. 6512 SII FORKS RD,SURE 2038 tiALEA7H,dK 27675 ?Bg9 d q26 �s..vmarrA:revNaa sarur•eiavx,�s:na.wl�sa'-v.L::mtvucrmi.vycneoa.:.+x�} 7?3t.1 t2gf 5 BARLOW#150853 g'. ' SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOfr(ES (per 2001 WPCM) DESIGN UPLIFT LOADS ROOF'b CEfL."SG Ai:;EMLLY DEAD LOA]}. 15I* (YALL DEAD iDAD(WD - T2 PU FLOOR DP-D LOAD€f'DLI- 10 Psf 'RDOFSPANy�(Pw,�,m :435 ft TRUss sPACN13 gr•errW 'i6 IR 'SYUD 5pACCu¢(gOC)! ibfi FIRST FLOOR HEr.KT IFA,)= 40 F,£WNO FLOOR NET---HT(H:)- 6ff UPLIFT CONNECTION LOAD: PERT/$LE 2.2.x.--'Wt wFCtfAT-IV(r O)} 630 ION ,W-wy"CMRH•D6RIi'P,T;13= u1D=6-M P3.1.34-0.6'15 M'f..1.L5.RJd= 'IEC rc STANDARD TRUSS TO CEdAO EAND CONNECTION: (4i o,'<3i'a 2,5 cO34ok NAt 1EN01tgLEb) Zi 4N444a5t4MIRAt USE(#j0.;31-AZV CONM3N NAIL jVAQNAtE0)CEt NG BAND TO TRUSS AisD=NALTIE1Sy REQUIRED FOR TRUSS TIE DOWN: py.=7600•Isk, P.m 746 RD AND USE(2)SOMPSON H2.$A FACHTRUSS OR CONNECTIONTO WRHSTAND AN UPLIFT FORCE OF 1014" REQuaEO=zsALL CTUO T£DOWN LQADOY; .bmitlxit(aRJD€�iOn AhiC lCAai`n=•istNb, P,.r.;f Mr,®'SOC s ]10.'16.12= 1[13 J. 2 MttO6RSUO TO;I(A7F-;f iNq; P�>^p•a6-VOL-Ht soc P•o SHEARWALLDESSGN icaN-LEGACY cu$Tom rAbDULAR HONIFS {per 2001 WFCMy SIOEA'ALL 151 FLOOR VANOTO SILLFLATE CONNECTION: =FWALt LMUFTAT SILLPLATE' =Pat S0..0"FOL",V,,4 �a 765 Sm1211661.0.6'10ps1,0.5014= y'm= Sao CHECK STRAP AT ANMOR BOLT LOCAVON51 SC•ANCHOR 8=7SPACP40(80..)= Alm P,,,, bx.'BOCa50E)di'ni? 173E 2s SUA+SON R3PE{1)pj,4TE -j,u .ESM 1735 w a Cl P'iATEB .85 ASS. 118E17)S1NnON RSPAO)PLATE Al EACN AM,CNOR BOLT LOC=4 TO CONNECT FLOOR E"m TO SKLPLATE OR COHNECM0 TO wn-OSTAN0 AN LPtI Tpckd@OF t736 ma CNECKBEN0070 M MWAN01 OBL,3<105PF V:kmak OOES*N vh-um. SECTcmj0OULw;(S)= <va IRS ALLIDWA3LE SEUMG M)a 875 PSI •. B S,C,.,=saacT•wlrl.j�z= s555m� 8 APPL1EOfi. .LSax. ? 68456NCe= ;256 Pal S' 42.79 SY3, ALdkYA:.:E 8E7tb6tG lrols '575pg ? `APMIEb t$a Tbf v OBL 21110 SPF 02 kLYSAND LS OK PREPARED 8Y.' BARLOtY ENO W CERMG.►,C. 6512 Sn FORKSRO,Sarre 203B RALEI,OH,NC a615 Rage 6 of 26 raxkz+tn..:rlasr.Nx.wv&c•amw1*.z.a a.1�.rrrull+r,•rvmPgncovana,:gt 17',1112815 �� BAkLOW#ims53 10. SHEARWALL DESIGN ICON-LEGACY CUSTbM MODLJLAP HOMES (Per 2001 WFCM) .LATERAL LOAD AT ROOFICEILING DIAPHRAGM ROOFSPAUz a3.5n RDOFPD ti. 9N7 WND PERPENDICULAR TO RIDGE: PER TASLEZ-fk 2061 WFCMAT43.5'(xlj-')- 3360 zlyr c wlfp"tLm"-GW Ha r.'�".YK alfa'33&pY'1.34-1.1.B- WfN0 PARALLELTO ROBE! PEA TABLE 25B.^R11 WFCM AT a3S(a3pltXkr 1'4 P1 'ipm-»ipra"C&RHGWN= n1y4d;e•t83 PG'/,'yi•1,125+ S61 PS LATERAL LOAD AT FLOOR DIAPHRAGM WMD PERPENDICULAR TO RDOE: PERTABLii,i =01 WFWflLpeP= vopT Ful-=219 p1'1.3d'1.125a 331 PT WWD PARALLEL TO ROGE: PEP.TABLE 2.5B,2001 WFCMFLspara'= I-apt f:ipera+FL4—e-tr"'CV . FL}pme=145p5-1.34.1.125- OPS PREPARED BY: BARLOW ENGNEERING.P.O. 4512 SIX FORKS RD,SURE 2636 RALEFOx,NC 2Tf15 Page 70126 passu°✓��.+sixrr.:.+lnavrucxn•w1:m:xcc�.rrr.:trrcrpvnxF.rr,m+;laxi} - 127i1:20i5 ':'r BARLOW#150853 11 5HEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HaMES: (per 2001 WFCM) LATERAL FRAMING CONNECTION LORDS FROM WIND: tFOR{tOaf-TC•f'FfiTE.PiJ.:E•TO•PiRTro,HATE•Tp•;IR7R,A:�R P{,A16•TO�i.RQRS 'PcR iAE:.E;.7.2o0T 1VFt4f,.cva3'= tA5 PG ei¢ia9 a WL»aT•CA4+4{> dna0=;450.131= 343 pT' TP•USS isRN7lPi.iEx= i,J3 STUD WlLIVUER= .t a3 TRUSS TO TOP PLATE CONNECTION: .Pc'k,•My=194P?'W3+ 2594a tRt755 COn:{ECttON:f15IC.SA F. :1D Pos Rn P.Fya PF=250 LY•Ya9 iiia POkC.l27'X2.5'COtd,NJvt1AA,ti'O,E4�;7.EbIAECiPREO= $ '= wift trNn.e Z S3 Gts USE(1S0.iJi'i7S CDW.1OH IfAlL{i'OP]WLEOj PERTRU3S. . PLATETO PLATE CONNECTION: SPACCiG CDF 0.131't2.5"CCLs.`.70N H.e1l IFACEfiAC.EDS= Z•12 '700 b'i2• 6(d Oc. 197g (1C PI.4 ATTACH YR1N D.131"z 25°COMMON NA9.(FACENAILIM)AT Dn CN CENTER PLATE TO STUD CONNECTOR, PC` >.a'A{mss 791 PT•133„a. :SS es Q Pu QS6r X3.5"COWA014 WAW 1Et;C:i kWj REOWR£P. py 258 as • .3 NA4.5 2 72a®r WE a10.162'i db'COMMON MAIL(ENONAILECI PER STUD ROITOM PLATE TO ALCOR CONNECTION: SPAC24G Of 0.131.225'C=WON%AX JFACE NAXED)- Z1. - 1{q ps•12= 6mO.0 .194 P{ 146•PwrJ ATTACH vWN 0.131-i2-i-COMMON NA41FACEM41LE61 AT 0t,ON CENTER TOP PLATE SPLICE LENGTH sTRucTuaEw�bTx7w'ry .43aR. 51"ll'CTURH LENGTH 7Ly• W!I Si.16YG3S COMMONHA2.(FACE 1iAILEO) Z= 791 ml ROOF Dik-HRACM104VNG r^A")- SEH`P4 FLOOR DIAPHRAGM LOACKNO(PUpe@z 337 PG ROOF CIAPHRAOM LOADW O'COh1TROLS CON:RCSLMGtFdfliNO:' :05 PT D"i4RAO.hi C175P0 FORCE+ T..uidr r b66 PY'S0R":= =ft 8'w C'43A T. RECJIRED SPLICELENGD46WO 16d 3'6 T`31t:)M1> 3x36 si'sl7rfft.= Sit, 2'?" 2'197 Cii HA2.' R60U0{EO SPLVCELE.NGTx 1A'+(:;16d t:P.4Y:.T.•12^I attz 3636ID:'tri lrlftn °Aait. 2'L" 2'T97D1i)iAi' TOP.PLATE SIrySESSHALLSEAM010AUM OF 3 Rwip2 ROtY516d(0.162'X35•COMMON NA=(FACENWLEO)73'O.d ORA MIHw1UM OF 70 R M7 r21 ROWS i6d(0.162'R W COMMON NAG.(FACE NP40N)12-O PREPARED EY. BARLOW ENONEFICNO.P,C. 6512 SU(FORKSRD,SURE 2039 RA7.EtOx,tiC 2T0T5 Page S 0126 r•_ro,Xn*n��:ttts+(na:racy.-s,F:«N1.�o.wary.,._T..:,nle xryvw.wM�„os...,sa -. 77',1tt2Rt5 BARLOW#'150853 12 SHEARWALL DESIGN ICON LEGACY CUSTOM MODULAR HOMES Sper 2001 WFCMJ . ROOF DIAPHRAGM SHEATHING REQUIREMENTS- ROOF SPAN tRS)= 43.50 ROOF LRIGTH 7RL9= run ROOF LARCH= 3t72 P.00FANGLE(RA)= b69' '06 p STANDARD F.00F SREAT7ING-7t16`OS3 s7R1-BLOCKED)<S4 NAM14G C V,12' RCOFSH£ATHINGSkEARCAPACDY4A'1= 796 Fd 5TANDAPD CELNG S4FAT14NG'1:7QW9 i,UN•ELOCKED)%I FASTENZMgg TTP CEMNG SHEATHIKO S4--AR CAPACRY(Yd= TS P2 LtA%OIAP"RAGMBHEARtv1=L•wt,,.:2-" 500.505 to 12= 281 PT RS 4351 NO DIAPHRAGMSK&A CAPAC(fY W—V,,+vi` 256 pI-TO pq= 365PT DAPKRAGM emm CAPACITY STANDARDROO►4IXIND DIAPHRAGM REQUItED=291 pK' CAPAC1TY.WGpd STANDARD ROOMER0I0 DIAPHRAGM CK, FLOOR DIAPHRAGM SHEATHING REQUIREMENTS BUn.Om WIDTHi4Y}=- 434 BU3S74"G LENGTH{Li= 500 ftap2= 399 pT STAND#iD FLOORSHEATPSdG=7S3P MH.OSB PILSLD:KEDS wx8C ttWM g SetC FLOOR DIAPHRAGM tttSAR CAPACITY jl)w =S;d VAX FLOOR.DLMKRA%f S4EAR{utr L'FUM.j SC r'997 P".7 2 c 137 p4. W DIAPHRAGM SHEAR CAPACITY STANDARD ROOPCELING DIAPHRAGM REQUIRED=191pA CAPACITY=969 pa STANDARD FLQORO[APNRAOMOK- SHEATHING SUCTION CONNECTION(PER 2001.WFCM;TABLE 2,4,'pp.99) TRLMS SPACfMG t=OC- T6"'C. SP.bDSPAcm rOCI• %mO.C: O SSt a2S COMMON 447.(FACE NA7LED7' E935n(71wam MEMBER'LLTTHCRAWA-) Z=, 5A WIP4ROOF tfMHTADIU!:*EN7 FACTOR(MOM)• 7.3-00 FORROOFZOREliR"D): p'= -�`.fi pa . P c P•'CMRH p---6.6 PH'134 P= 9§691MI 'TRUSS LOADIN i=35AS0x I6•ac.:1.I It 48 pF 43.1. 0.7 FAST=-NER:I fl= 17 hO.C, 69 DITFASTENER T.AAAU.OWABLE EPACWG:�kr0.0 USE D.1 - 1 M FOR ROOF ZONE 2 IEOGEI: p`= 51.4 ps1 P-P"MARA p%61A 017'1.34 p= L3.33 Psa 'TRUSS Lo"a-FS.SF,Psta IS'—lIrl r= wpY scP1 _ 73 FASTENERS,fl= 8POZ 65D.IFASM;ER 4AXALLOWAELESPACING' O.C. OSE 6.161•A 24 C00.1MON NAR,(FACE NAILEM AT 8 M n�. FOR ROOF ZONE 3(CORNER): d° 67.2 pd P=d CK%W P e 6T,?1d'1.34 P= 80OAd -muss toADING=-0.05p ut6'a.t.:12't r= 125 pt IJP: 1-6FASTENERS III = 6ma:c. E.2stFA:'IENER MA%4l.LOMYA9LE5PACWG. AO.C. PREPARED TIY. HARLOW END4/EEWNG,PC. 6512 SI(FORKS RD,SUITE 2038 RALEB6®,1ri�T61s Rage.9 ba 2G BiARLOW#150853 13. SHEARWALL OES16N icoN-LEGACYCUSTOM MODULAR HOMES 1 er zoal WFCM1 FDRROOFa:OHESam KORNER ONfiRNAN6tt r. Pew o�£as pxl,tae per. itj,69 in7 TRt155 LOAOINGc171.E?pstx 76•o.c/!2'fR% 745,pe 749PF = ,21 FA57£NERS I % 51,0.6, 83 LXIFAST FN57, *'btiALLOWAELESFACNG' 12140,6, lips 0.131-v 23Y CONNTON NAIL ITACC NARE 01 AT 6 In n.n. ft1R WALL7AHE1{7ELGL' F'T 28547.{ p=22.5 pxh 1,34 p: 38.73 psi �'TUO.LOAO+NG x:32.73 IS- ft 52 pR S2 P1 x 0.0FAmfle1iE7Rc is hor- 69 M.IFASTENER. VAX ALLO'NASLE$PACWGo c MSE 0.171•x 2.!-COMMON UNL IFACe N4LEOI AT 12 Py o,c. FOR TALL 20NE 5(MG£1: p'c 85.6 psr p=p"CIMM p=35.6 pat'i.34 pc - iT.rtpu SrUO LOON&- pOx 10'—,'72.21tc CApif _ S p1 • 1.0 FA.ST£.NM TR 72 SSUIMSTENP,R VAXALLO'WAMeSPAC.NCG t2 mo.0 j�£01y4 .^GOMkMN HAIL fFA�PcNd1LEDi AT 12 P1 o c -PREPARED 0Y. BARLOW IMOM£RiNG.P.C. 6512 SR FORKS RD,SURE 7030 RALPOH,M27615 ?age 16Of26 .�w,,vaiNrs.Y,r w;,,ac,ar+�,u..rA�c r oernrnei a'us.:>,ru�41t.,Nws<;:.-mramrfa 1?Jt 112015. BARLOW#'150853 14 SHEARWALL DESIGN ICON-LEGACY CU'704A MODt1LAR HONIEs (per 2007 WFCM) .SECOND FLOOR ENDWALL iN SHEATHING LENGTH REQUIREMENTS DEN I BEDROOM#1 END FIRST floe LENGTH Tdt1)= 43.51! SECCNII FLOOR LENGTH twr)= 41511 FtRSTFLOORLENGTHOL)= 5011 SECOND FLOOR LENGTH(Lo= 50A SHEA.RWALL T(FE'7ilS'CS3 Ei1ERK)R IBLOCXM).W V2'OWE"r-moR SHEATHING EDGE*d NAZ SUACWG $fiO.C',(Bd tUJLSCRECU!•!LExT1 3HEARWA-LSTi'.EN`-TH V)= 730 pF WN.SHEARWALLSEGMENT LENGTH. 2.SR FULL HEIGHTSHEATWa4G PROVIDED=)- =1.111 2nD FL)PERCENT na H:1'.v'1 4"CATti.Ti'.- 5456 2M fL.fi'.AX:QNREST 'I.MD OPENv1G HEat^r(= .44R SHEAR A.D:'USDdENT FACTOR(Ct1 04260 7ADLE 2305.3.73 PC). Ad FL,NQJVOEROF SHEARWALS1r{,,.)= 2 ADDrtONALWALL LOAD 012t. SHEARWAI L REACTION(R.-i`L;'wyr)N.,r•ADDW4*AL= F,,R=50 R-5Mp412.Q t.a 126M @s ANL LENGTH SEEP.Sr1.7ECSHE4RA+A:1513,,,i= rsY� 1:S:AUsi T20 LTJ= *.Y,51ft PERFORATED PULL HEIGHT SHEA:HINC LEHOTH REQUIRED ENDWALL A I *;17,33 D r DAM M9S h PERFORATED FULL HEIGHT SNN4TNF6 t PERFORATED FULL HEIGHT SxEATHTIG 1iEPUSTEPF20-118 h' PRWIDBA=21.irt ENOWALLSHEARWALLSOK ALL tAIVERI OR SNFATRINO TO DE•DLGCKEO LNIO SECOND FLOOR HORIZONTAL FLOOR DIAPHRAGM C6NTINUITY- M000LETO MODULE CONNECTION AT FLOOR RIMSAND:(ALONO MATE LINE), . {DEEP DEAASHOR¢ONTALSxEAH) 41-Y3•F...,f4)-t'< 1''t351ww Ec 6.43712. 2 C7."DIk THAI;LrLT= yz — 5897ms= 10 eovrS USE A MIN,OF(10)t1:"DULTHRU DOLTS TO ATTACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RLVDAND_(AT SR. DWALL S) (CHORD FORCE CONTINUrrT) T• F.__..'.`d•`., 222 PF"13.SR"2• Im IOY 8'Lz S'SOR CHECK FASTENERS: Ed NAIL Zini Ca 1055 Car t27.33*(FASFCYER+ 0.37 rASTENERS we ISI OL uA:LRst EACH END' IS pa FAPLE 2. 48.3 ma 10655.143.3 hat FASTENER. =.VS FASTENER3 USE(23)35 P.STA1x-EtS1 EACH E'D USE A 1.5 x 26 ga STRAP WITH(9)Sd NAR45)EACH END OR WITx Ink 16 Aa.STAFLE(S)NACN END TC ATTACH MODULETO MODULE AT EACx ENOWALL OR CONNECTION TO WTFHSTAND A TENSILE FORCE OF 1055 bS PREPARED ZY: BARLOW ENGNEERING,PC. 012 SIX FORKS RD„SUITE 2038 RALt3Gx,x02TELs Page,12 Df.26 . � ecaRsnRn,sernt.ycc'+wtynrmao,w,eaazvs.:�nla�w..;va.�n.«,:^a+ar.xiq -. 12+71!2415 I BARLOW#i5O853, 15 SHEARWALL-OES(GNICON,LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM} ` SECOND FLOOR ENOWALL n UPLIFT DUE TO OVERTURNING FULL HEKTHTSIIEATNdIG PROVU:E4€S41s1 '21.3 R 5HE4RWfQl.ADJLLKTL'6YT FA:TOR 1011! 082E .$KVAWALL REACTtOW 12M0 tm wALLHELTHT tm){ `814 UPLIFTF-0RCE{tiO}=; R,,,,.cH uE=116500xxan. _ ss3im5 21.tRx8.8Cd' SECOND FLOOR ENOWALLH2 SHEATHING LENGTH REQUIREMENTS 8EDROOM 0418EOROOM#i END PAST PUM%VMTH€w.i= aisn SECOND FlOOR WIDTH(W,) 43z FIRST FtCORLE:GTH(L,1= SDR. SECOND FLOOR LENGTH SIJ)• ban . aHEARWALLTYPE;?M'On Er.ER*R IALOCKEO)l dWE01TERIOR SHEATKNG EDGE6d MAIL SPACsNG a 3hb.C.Md HAAS OR EQUNALEHT) SHEARWA:A.STRENGTH M= .730 ptt' W.I.SHEWWALLSEGNENTLENGTH Zan FULL HEIGHT SHEATHING PROMEDS3W -21.88 2nd FL:PERCENT FULL HEIGHTSHEATHING= 71 to _2MfLMA,XLNRESTRA.NVEDOPEtJWGHEtGH7a 4.S ft SHEAR ACU43 XNT FACTOR(to -r-837(TAKE 2=272 1SC) VdfL NUA03ER OFSHEARWALLS IN-) 2 'ADDRC331ALWALL LOAD= 0W1, SHILWI LL REACTION 0?;,-)-4'M-1N--ADDTFON1,L- RHt 5Yt R'SD3PT 12�0 is a t2650 mx )MIN.L&WH SEGRIEHTED-W-kRWALLS&..1•Re�7'Va 12S50hai73Oh1• -17,33 T1 'PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED 28.718 I'M08ATEO FULL HEIMHTSNATHIN0 t PERFORATEO FULL HEIGHT SHEATHING REOUMEDe20.711T PROWiDED=21.88 .'ENOWALL5HEARWALLS OK ALL EIITERIOR SHFATHING TO BE BLOCKED UHO SECOND FLOOR ENDWALL O2:LIPUFT DUE TO OVERTURNING' FULL l+EEGIit SHEATI4ING PROsRp£Di::EJ= 21.814, SMEARWAI.LAZLIUSTT-EKT FACTCRrC)3:, 0837 SHE.ARWALL RFtCIIMN(R_,10 c 12650 is WALL HE)GHTR1}= Bp UPLMFORCEjib)- R—H EyxOn _ Uy'=t2050m-af » .S51T'Iel 21.014 xa.037 PREPARED RY: BAR,OWENOd"UNG""C. ' 6512 Sof FORISRD,SUITE 2038 ' RALF.POH,HC2T67S F"aga T2'012b . ,snss..tvm,+cexPvtn.amsr.y+ew«He.rin�xnna,.v.>;::a.sc,;Ec.guw.w ,e>a .. '12fitt2015 BARLOW#150853 16 SHEARWALL DESIGN ICON-LE13ACY CUSTOM MODULAR HOMES .{per 2001 WFCM) SECOND FLOORENDWALL:SHEARCONNECTIONS SECCN4 F_QaR WE77H;W2jE 4330 SECOND FLOOR LENGTH a L5= '500 FL—. 331 PT 1,2'A4CHORBOLT Z= LOSS F. 5VANCN0R80LT Z= 14569. O,tE2^x3w'CO.YiM!ON NAA,;TOERAfLm) .Z= 15596 O.t62"x3.5'LOA+LfCt:`L4:jFA0E tiap,EdY Z. 191k ;1}SikPSWLTP4P51"1E Z. 6719. t4A,=M 6EUONO FLOOR ENOWALL SHEARLOAD= 116501D9 TRUSS BOTTOM CHO"TO TOP PL4TECONNECTICN: STCEUMZPER FOOT= VIZYW=7:5509.1 LSd 9s/43.50= I's MAILSfa MENA&SPACe4G= 12x0= 1:1I.Y= aU 4FP-ATE5 PER FOOT= VfZdW=1s"5-V'"ast 575 Ca+43.50= 0.5 P'^pTESfO MWFPLATESPACNIG- Wan 12,'A5= 23'a.C. (22'MA9} USE 0.167'933•COMMON NA6.lTOENHLE01 06.ON CENTER OR USE(13 SIR PSOR LTP4 PLATE*23^ON CENTER OR CONNECTION TO WITHSTAN:A SHEAR FORCE OF 12650 Poe dANP31Q EANtlS B EOTTOM 1TOP PLATE CO1tNECT10N: V=MAX ENOSVAU.SHEAR♦Ll x FL• 12e 5'=725509.+S0 R:337 PtlF3 '09M 4TOE"LSPERFCOT� i'3ZF:V=209259;f ISS$si435 It 30 NAILS fO ToENA'LSPACLNG= t2 g= 1213= 3104. (15'MA* F 11P4FPATES PER FOOT= VIZ+SV=20925IDSF 575 Cs 14358= 0.5 PLATESfO W.F"TESPACING= 1210= 12%0.5= 14 USE 6.162'933"COMMON NAfL(TOEIWLED)AT 3`ON CENTER •OR USE III,ZWPSOU LTP4 PLATS IS 147"CENTER OR CONNECTION TO wrIm AN0 A SHEAR FORCE OF 20925 Els .PREPAREO EV: EARLOWENGNCMNG.P.C. 6512 S0;FORKSRO.SU1TE 203E RALEroN,NC 27616 Page 13 of 26 _ ,s. a,�lrnlres,vl.+smwv�.;x'.pusa:,r.vxni,.w>ar.+el:+cr i.m.can,e:,.�ea�x:� 92�i 7124f5' w #BARLOW#150853 '17 SHEARWALL DESIGN ICON.LEGACY CUSTOM MODULAR HOMEG (per 2041 WFCM� CHECK S1jFATHING TO RIMBAND CONNECTION: UNIT SHEAR CRECK." SEAR FORCE(V) F4,v rL.Xrn S£CONU FLOOR ENOR'ALt:01; V. T2wS15i:' Or guy n-ca2s SECM40(FLOOR EhOWALL'A2; V-'—120fti• a 3C;1 Gal 21.8 C'Cb37 - M4AwMUMSECOND FLOOR EIIOWAILUNITSHEAR= T26 pT CHECHm 28 nA,LS REOU•REB FOR SHEAZfOKG CONNE.C40N S9 COhwoN NAA(FACE NASEDi_Mal SIDE MBOER' 2= Sv Nc a QF 8dt7AT.SPERFCOT? V - M6 id 590 IDd if+?3L' a OF edNA1L^a PER FOQT F 7.b5"IS PE POGT _ OVERALL.SO6)AFLSPAC^Z0 %21F.12/7.$3= a OFR&VSi 86 tM SPACINGIMTHYL EACd ROW� 2'SPACiNG,2'1.330.c. 3'mc. .. . ' USE SNEAINtryO CC, .: ONNECTION WITP 2 ROWIS}OF Sd NAKS AT3'D_C. OR CONNECMUTO WRHSTATD ASHEAR FORCE OF 72800. .UNIT UPLIFT CNECK.,(EQUAL,TOUNIT S"f- %tDtGCKa Sd N4iLS REOutREb FOR SHEAZH:f.V CONNECF89tF 2d OQR1kIONRA'C IFACE 4A4EDi:7l1IE'SO jt�(EER.' n •mQF ed HAILS pe. POM4' V 726Ca- -. a .8505;IiAdt a OFaJ NAd.S?£HF00T=` 7Ea NASSPERFOOT OWERALL*d NAA.SPACUJC.=' t2±C=12)M!w 155,`O,C. mOF RQVM .2 RON(S) 8d NAP_SPACING'.iT1HP4 EACHRMV 2'SFACF/0 2.'1.66— 3'OR: ,USESHEATM4 CONNECTIONWITM2ROW($)OFSUNAILSATYOZ, OR CONNECTIOHTO WRHSTASiDASHEARFORCEOF Mpa, ,ALTERNATE SHEATHING CONhFCTION FOR UNR UPLIFT(GLUE); V= 728 p�Y .XDOFL—CGNSTRUUN ADxcSUE- = 7.1 F-A TF 41 .VF,OTH Of G[3:EREODUi.D F¢1t STi£ATrINE.CQNN£CItOP:PwO(ID FLOOR EAS7D_ WIDTH OF allG_WRP REOURE&- FASTEN SHEATHING TO BAND WITH T".WtoE STRIP OF 200 p6(6WlSkU6i CONSTRUCTION ADHESIVE PLUS(1)ROW OW NAA$AT V e.4 PREPARED 6V: . BARLOLV ENGHEEAING.P.C, I M12 SD(FORKSRD�SURE 2028 RALE�H,NC 27615 ?age 14 of 26 ..ecacral.c.amcv�'veumNlaaaln.a,''a..c�„cslclw..glemiwa,eeax;axiy .. 72+1 uz615 ��I'BARLOW#150853' jg SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAP.HOME5 jeer 2001 W FCMy FIRST FLOOR EHDWALL#1 SHEATHING LENGTH REQUIREMENTS: DINGING ROOM I BATH#1 END F9.Si FLOOR iYA:TF!fiY,}= a3,S S SECOND F!=R WIDTH jW,) 434 R FIRST FLOOR LENGTH(W 5011, SECOND FLOOR LENGTH(L1)• 5011 SHEARWALL TYPE:7116'OSB EX 7ER*RR(BLOCKED):Y it:OWS#MR*R SHEATHLtlD EAGESd NAR SPAL NG- 2 to O.C,(Ed wms OR E2UN&ENT) SHEPRWA-LSTRENGTH(VIF 924 pX - VN„hPMAL^>EOVeW LENGTH= 2.6W SUOOF FULL HVGW SHE;7H-UQ PROVEED XW- 30.38 1st FL.PERCENR FULL HErWSHEATtWO- 03% la1FL.LLWUNRESTRAlNED OPEWNG HEIGHT- 4.S0 SHEARAD.:USTMENT FACTOR(C,,I= 0.924(TABLE 2W4.3.T.2,IBC) Tst FF NUL•3ER OF SHEARNALLS JR—?• 2 AODRC1NA0VALLLQ40• Bibs SHEAR;VALi REACTIKIN{R..yri•L2'FLrs„t N„w+R,,,G I A.^.O ONAL= Pmt•50 D-331 pTl2+:2650C..0rsa =9250, At2t.LENGTKS£CMEFiTF�THEi,RIYA215 Fi,.l•R.rflL'•' '=09•Sasr3<^S ps>: 225511 PFRFORATED FULLHEKHrr SHFATN6r.LENGTH REQUIRED.1ENOWALL)A:LM i C.,a 22.95 rt i 11923 a 74.54 ft P6RFO1fATE0 FULL HEIGHT SHEAT11UfC' < PERFORATED FULL HEtOHT SHEATH”. %Equwm-245,3 HFROWOeDi:303R ENOWALL SNEARWAL.LS'OIL, ALL EXTERIOR SHTATHP19To go CLOCKED UNO FIRST FLOOR HORIZONTALFLOOR DIAPHRAGM CONTINUITY: MDDULETO MODWX CONNECTION AT FLOOR RtMEAND:(ALONG MATE Lt NEI Wr;2P BEAU HORQONTAL SHEAR] ;rt=f8'F._aa,•L- 314.33t pT•696a 6207 bT 2" 2 L}.7,DE4T11Rtf�"2T- � -- 62OTi5>= rO BOLTS Xn 623- USE A MII.OF i,10)le'DtkTNRU BOLTS TO'ATTACH MODULE TO MODULE ALONG MATE EINE MDDULE TO MODULE COHNECTWI AT FLOOR RVA&RUO:SAT ENDIVALLCI (CHORD FORCE CONNHURY) Ta'3w•F._.•W?:' 341226pF•436R• - 7$5 bs S'Li 6'S0R CHECK FASTENERS: '&}NA& X= x2t..3IDa T09 Ms i 127,3 Stat FA5TEIER• ff.''9 FASTENERS USE(7}6a HAI(S)EACH ENO 160x.ST;LE Zn 46.3 IDs '7991r%l 483 b4 r FASTENER> tE 64 FASM4ERS .Use jxT?16 90.'STAFLEiM EACH END USE A 1.5 z 200aSTRAP WITH(7)Sd HM,(S)EACH END OR WITH(TTI 16 ga.STAFLE(S)EACH END' TO ATTACH MODULETO MODULE AT EACH ENDWALL OR CONNECTION TO WRHSTANO A TENSS.E FORCE OF.7991Di 'PREPARED 6Y. DARLOW EMGMEERING,P.O, WS25R FORKS RD.SUITE 2038 RALE)OH,HC 27615 Page 15 of 26 +*.ec,gnsKnAsrarverinvapx:mmwr:reiaN:E:rn;raruCrnanap,<:rvi,:nary 12+1112015' k srNBARLOW##150853 19" SHEARWALL DESIGN ICON-LEGACY CUSTOM�IODULAR HOMES' (per 2GM WFCM) FIRST FLOOR ENDWALL at UPLIFT DUE TO OVERTURNING . Stitt OF FULL 14EtG;fi'SHE*Ml6OPROVICED'-L,1= "MAA StfESRtVA'LPD,ttJSTPlETStFACTOR iC�3? 0933 SH_ARNALL REACR0f11R.x+£= :Oh^3 fid. atPLRTFORCE(U�tia..R:..rH YL,xcp ur,=' 63smAran _ Rum 36.3}wz ' FIRST FLOOR ENDWALL 02 SHEATHING LENGTH REQUIREMENTS' BEDROOM Of FAMILY ROOM END FIRST FLODR SYDTH KIB=' d3k fl, SECAPiD F:OOR WCYM{Wz3?. A3.bfl. FIRST FLOOR M40ill Ila 64 A' SECONO FLOOR LENOTH(L;I!" SOA SHEARWA"l TYPZ;7tlCAS3 E%TEfi'lCR(BILtCIfEDt+»'7it5"OfiB INTERIOR SHEATH!40 MGM RML.VAMNO• 3 h ac,,sdvALS OR EOUFrAl£NT£ SHEr,3£Yu,L STREP:GTH(i��' t260 Of .. . vN.8HEA ALL SEOA.41LENM .2.C% SUM OF FU'.L HEIGHT'3HEATH No'llA&VOS0IS L8 tit FL,PERCENT FLALHEt3HT5NEAlitIN+3= 100% isI FL MkX Ut7RESTRNINED OP:N.WG HEI0H(m OR 5hEw AVJWy U=NTFA=ft(Q 4 I(TA£LE2303.3,T.2,IBC} 'I FL.NJMeER OF SH&tR1tiALM tN„q)!-, ADOMC)NAl tVALLOAD-- '02n 'SHE.AENVAL REACTION(R.. LE'flw t PtQ •R,�.ADOI7)ONAL- RR„y.=SO R'3311412.tM5.'a Bs+or.= 2DO75 EOs MW.[£NGTHSEG3£ENTE0.P AIWIA LS V— f c =..-- 112LDpt- ".SSt It SEGMEPRED FULL f(MOHT SHENWIr LENGTH REDUIRED ENDIYALL)=L. iCnz 16.01 A t!= 16.67A .61WAEf(M FULL N=HT SHEATNNO < SEGNEWED FULL HEIGHT SNEATH0i0 REOUatED itIMf PROME0=212A ENOWALLSREARWALLS OK ALL E%TERMA SHBATNBTOTO Be BLOCKED VNO FIRST FLOOR ENDWALL 02 UPLIFT DUE TO OVERTURNING CLMIOF FL,l,'£;EOt{rENEA7Ht:73 PRCVCSQ rL,= 21.2A Ek.kRWA.L FRUSW81,7FACTATi SIIEAFMAlt REAC°RON 4%t,) 20325 ms.. ✓?xU.HEAiHTtH)a, 9n UPLIFT F0RCE(Ulri! RSH .0 = ]:4xCa UO P'-"6925 Snx9A = 8651 tCs. 212x! PREPARED BY:F BARLOW ENGNEERINO,P.C. 6312 SK FORKS RD.SUITE 2638 -RALEOH,NC2761E Page T6oT26' wctitsr��v«,xiavt,�.+�tvsxa�Nasm�vtru:�>a�:1(�uc.cJ i c:.�.a�:r.xit' '1217172415 13AkLOW'#150853 20, SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES ft3ir 2001 WFCM) FIRST FLOOR ENDWALL,SHEAF.CONNECTIONS-- F€RSTFLOORWQTH(W'j= 4350 F'Rimoop Lu4oTrI(Ll)w Soft FL1� Jit p9= 4:E'A'iCHOR BOLT .. 1955 fr>$ S.9'ANCHOR BOLT' .ZA 142514P B,€ST ci6'CChtt.'.OH NAA TCENAJLWO 2+ T631Y. (1)SWPMN LTP4 PLATE. Z= mu LVS9AIM FIRST FLOOR ENDWALL SHEAR LOAD= 29926 r. (iWBANUTO SILL PLATaCONNBCT)dW' k'=1,tAKENDWALL6✓EA9 a{,�x4L'd•Tt�)F2� Lf.-�t52g itna5O9 x43V•3];rArF2 27/3€inx aTCENa,Y,S pERFOai= 4t$15Y'27s3t fiart66 b#%d3.6 nA 3.8 t:AIts JR. tOBt)AA SF'AggWg t.tFR T:t,.6• ''-'O.C. {16'wk, a LTF4 ;1�PERf(�T yr:i:4•iY43t mci57saxids.snt n_1 PLATE:'.in LTP4 FIATE VACWGx viv. VtI3. 11"O,C ;i:'4tixl USE 9.tG2'i 3.5'COt9MON iL{FL TOE'NNLEO}�9'ON CENTiiR OR USE Ii1SWPSON LTP4 PLATE OW ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 27132 En SILL PLATE TO FOUNDATION CONNECTION: a 1121af;ckOR BCLTS= VIZ-27€3103 193603= Z6 WITS BOLT SPAC9WG=jlV=2y{-N-1)= {43.58-21+{25.1)= is In USE 132"ANC409 6OLU Q 19-&C ANCHOR BOLTS TO EE A&M.OF 4'AVO A MAX.OF 1'-0'FR013 CORNERS OR CONNECTION TO WITHSTANO ASNEAR FORCE OF 271321""4 pry -mr,,NCkORDGLTG- vzZ 2mli®l€A66D4s €890:75 Bi5LT 3AACWOa t:'7`•:Jjdr-€!° 143.51.:'(1$-;I� rim USE S'9"ANCHOR BOLTS @ 27"OA- ANCHOR SOLTS To 9E'AMM OP."AN0 A MAX.Of 1-4-FROM 00RHERS OR CONNECTION TOWM4STANO,ASHBAR FORCE OF 17[32 ffi4{824 PXI PRBFARED 6Y: 13ARLOW EN01t"NG,P.C. 6512 SIX FORKS RD,SUITE 2938 RALEKIH,0027615 Page 17 o726 BARLOW#15D853 21 SHEARWALL MIGN ICON-LEGA0 CUSTom MbDULAR HOMES ,(per 2001 WFCMy .. .. CHBCK SHEATHING TO RIMBAND CONNECTION: UNW SHEAR CHECK; SHEAR FORCE(V)- R.,r Z 4xCu '11TFLOOR ENDNALL at. Y- :8925 . 2G,3 R^LRS:" FIRSTFLOOR ES:D}SAtt ai; Yd 2fY92S&ai. ''SEB;s'T, A4WABt31 FIRSTFLOCR EhO}S.'ASi WI+T SHEAt;= SES pT GTiG�Ki!@v'NAILS REQUA2Ep FGR'SNEATNRIG COMJECTK1t3: Ed CObI.4':)NNAT.[FACE NAAEDJ 9riS•EIDE vsiHER: 0 OF 0 NAILS PER FOOT= V --ea 61 '. 952"NAIL "aOFdtl NAus PFIiFOOT' 10a NAILS GERFMT 'OtERALLU NAI,SFAZ'NG�; IV—12+101= t.t8".O.C. AOF RMS 2 ZRON'(S!.. 6Ng1-SPACING VTTHB'7 EACH ROPY, 2•SPACil40 V1.35.t, 2'0.0.' USE SHEATHING CONNECTION WITF 2 ROWIS)OF Ed NAILS AT r O.C. ORtONNECTiON TO YATHCT*o A SHEAR FORCE OF 888 GB UyR UPLIFT GlIECK:IEOUALTO UNTf eHEdRj CHECKSI NAILS RE6UL2M FOR SHEAT H*JGC&0iiMON.' Pa7C8Mh'i2P7 Nk24FACF.NALEDt.7J^;6•SiOEMEMER 85f5 aOF$4 NJJLS PERFCOTe Y . 4SBDT Z' 'v6p."NAR .OF"Zd NNLSPER FOOT= in k4a SPERmTT OVERALLS NAI.SPACBdG F' 121P?12Jt8A= t,TB'O'C, a OF ROWS;:, 2ROWIS) ed NAILSPACNO VVITHBJ EACH ROW '2'SPABJG 2'1.55— USE SHEATHING CONNECTION YJITH 2 ROWS)OF 86 NAILS AT 2-O.C. OR CONNECTION TO WRRSTAAO ASHEAR FORCE OF 888 pG ;ALTERNATE SWFATNINO COM COTTON FOR UNIT UPLIFT IGLUE): Y=' °SPP 2WWAt�Y.B"CONSTRUCTION AM(EME Z. �2 F.sl cFACE) W'ZT!i OF,OLvE HEOUG;EO FOR Sf1E4THINQ LCNNECSiON ALONG FLOOR EgJW LV0T11 OF GLU'c 6TF;PREQU4EG-_. .''Zf ESI D� z )' 2 x 21OPW T2'rG FASTEN SNEATM O TO BAND WRN IO WIDE STRIP OF288 Pill WROU.M CONSTRUCTION ADHESIVE, PLUS(SS NOW OFBd NABS AT V o.C_ .PREPARED BY: BARLOI.1 EN64fEEAiN6.P.C: 65t2 SIX FORKS RD,SUITE 2638 RALErof1,tU."2TGt5' pap 180(26' _•n.«.ivs�iuecriaxnl.c:mrsrrracnvxn+c<nw•wFrveAvx.r.ru�Kt.+c.��wc.»�saxri! .,. 12t19:2fj15 BARLOW#150853 22 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES {per 2001 WFCM) SECOND FLOOR SIDEWALL#1 SHEATHING LENGTH REOUIREMENTS BEDROOM#11 BEDROOM 92 SIDE FtF.STFlG4R WE)1H Ii'111' =434 R SECOND F=R wm`44 IW,?' 43's ft RRST R OCR LENGTH 2e)- 5011 SECOND ROCR LENGTH IL,)= son SHEARWALLTYPE:V16'OSR SCERIDR 18LG--KED)Wf 1Q'GWS[tM;JR SHEATHNG EODE Sd tNA'L SPACWG- 6 t,O.C.rsd NALS OR,EcytaALENTI SHEARVIAA STRENGTH[Vj= 438 a! WN-SHEARWALL.SEGMMKTLENGTH- -23n. SUM OF FULL HEI0'r511EATHRL PROVB;Ep XW- 311 2W FLPERCENT FLU.HEIGHT SHEATNN.^,= 62% .W FL RW.UNRESTRAjhMOC ENNG HEIGHT= 6.83n SHEAR ADJUSTMENT FACTORXC) C W4(TASLE 2»05.3.7.2.Iecj 2C FL NUMBER OF SHEARWALLS ADOMMAL WALL LOAD aft SNEARWALL REA.1r-N(4, W,•u{wxi K, _,tDMT�CL-;. Rte=A35 Q'2G•PCt2+I"= GS<T the ALN.LENGTH SEGMENTED EHZEARWALLC(L„)`Rr f = G5VfbE 143GpY- 15.02n PERFORATED FULL HMOHT SHEATH,NC LENOTN REQUIRED SOEWALLt Lv l Cn=45.07 H M634 c 23.69 rt PERFORATED FULL HFMKT SHEATNNG < PERFORATED FULL NSIGHT SHEATHING REQUIRED=23,0 ft PRO"ED=31D StpEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UND .SECOND FLOOR SIDEWALL 01;UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHRN6 PRO:'G'EDc1 R.= 3+n SHEARWALL ADNS=ENT FACTOR 4o3` 0.634 SHEARWAit REACTION(R.,))= 6547 r. 'el.aLLNM-TIHj+ 82 UP1,U7FORCE tUc,)• P. w, 31 nx6,s:e' PREPARED ST: BARLOW END"EIUNG.P.O. 4512 SR FORKSRD.SURE 2035 RALEIQH. f, C2T81S Page"Ig O(2G i+.earavtrt.,ser..ur�a awnuk:Rn.wtw,..cL.r,r.t¢euc.r+�vx�ir.«»caainx�y . 1217112415 y BARLOW##150853 0 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HONICS (per 2001 WFCM) SECOND FLOOR SIDEWALL 92 SHEATHING LENGTH.REOUIREMENTS DEN ISEDROOM04SIDE MST FLOOR MDT"ON 23.6 R' SECOND F:OOR%VCTN IWsI A3.6 R. RRST FLOOR LENGTH 1.,3°' 6x11 SECOND FTQOR LE):GTH(Eaj= 'SCR SHEARSYALL TYPE,7Ms OS3EKTERIOR(SLCCKED)sd O2'W,`S=ERi7R' 30EATHWr EOGEUU ti,SPACWG= 3".C.±BU fdAA.S OR EOUt'ALEMT) SNFJUY69A1 E7RENGTH = .7381, UN.S.4EARVVALL SjMVEMLENGTH 231 SUM OF FTB.LHEIGHTSNEATH:N3 PROVL`ED I10=' 1219 R' "2M FLAERCEHT FULL HE*HT SHEATWrr, !&%. Ani FL WA.LMREST RA;UEO OPEN=HEIGHT= 61 rMEAR AO.SOS,'TRZNT FACTDR(Cy)- '03A(TAME 2310S-3.122.180; '2M FL NVAIBEROF SHEARNALLS(FA;)w . ADOt ONALWALL LOAD- 84a 5t4EA WALLRRAt"TON IP.,KK.xt=VVV upF„1:Ptx„0 A = R.,;zv 435 f:20,prf 2T 86m= Bur IGi HIFf,LQdGTtt5EG6SEFF7EDSHEAR:VAiLS IE„i•RMjv sw ru n 30 0 &STit PERFORATED FULL HEIGHT ENEATHM LENQTW0,31&98S2 PERFORATED FULL HM"T SHEATHRNG PERFORATEOFULL HEIGHT SHEATHING REQUIRED=ICA 11 PROVIDED=21.92 SRJEPFALL SHEARWALLS OK ALLEKTBRWR SHEATHING TO BE BLOCKED UNO SECOND FLOOR SIDEWALL 92:UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHE'ATHtNr PROVIDED f.!.L)= 21.91, SHEARtVALI,AWU"MUT FACTOR i_)- 01n "SHEMNAil REACT N(R_A- GGT 1t. . .TALL H[!WMM7m 51 UP40`TFOfi.^C(t1�dw R,;,,iCH' . S In ACv, w - UnSur i's r 81 4CS Rq 21.9214)Fr`-0 " PREPARED BN.+. BARLGY ENGgEETUNG.P.C:" ' 6512 SFX FORKS RD,SUITSHEIS RALEJDF,RC276T5 Page 26 Of 26 :-„cr�veraarxnwauant...+arnuv�sumuSan.a1<ace>v�,.rn.Fc it...vv.rtwrumaa.xij '1277 T:2R75 BARLOW#150853 24 SHEARWALL DESIGN ICON-LEGACY'CUSTOM MODUI AR HOMES (per 2001 WFCM) SECOND FLOOR S(DEWALL:SHEAR CONNECTIONS seCOND f-Co way"{vd,)- a3.5R SECOND FLOOR LEhuTH(1) SON F-- 226 PT 'Txi ANCHOR.HO;.T Z e 1055 lea "'ANCHOR SOLT Z= 1408 ft 0./;2`.7.5`COWllOH NAC(TOENMED) ,Z. 1_`=2 m5 0.16Z X35'COkltX)N VAS[FACE NAILED) Z= 791 IDs (IMM-=LTP4 PLATE2= S75 ma MARU:JM SECONO FLOOR 6IDEVlALLZHEAR LOAD= 6537¢1 BANDS TO BANDS 8 BOTTOM 7TOPPLATE CONNECTION: V=1.1471 Su:_sYA1.t SYEA4+Yt;KfL�,Fn= V-E,;37 ft-b3ST,K15 Faf2 11437 FT aTCEt`+Att^a PER FOOT= .yfw?L*71:41 kei 75a,bX/=9R= 1P.IiULsjrz TMKl-CPACslG- jv*a 12,TA- a•OC, '(s6'A.•.x} 91R3F F"�A?ESPF,FDGTc v,2:,W=11x41 xct s:5 aw:son= CA?L.Tssln, R;car PL47E:Ft,C:`iG=' lVil. 1'.10A= 27.0,4. 47:MAX) USE 0.162"x15'COMMON NAILaCENAILED)ia-ON CENTER OR USE(1)SMSON LTP4 PLATE 0 SOON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCEOF 114414. PREPARED 6Y. BARLOW E40"MUNG.P.C, 6572 SIX PORXS RD,aUITE 203H RALEPOH,NC27n75 1'Oge 21 Of 26 rc anur xxv,v ue�7G'wrr<a xu,:mleiuCr rc�ssuuacmPaxmx:nl 12t1112015 �� BARLOW#150853 25 '.. ,5tftZtit/Z4'> .. trxx.arma:wttem�'r.zrxiraerkr.�.eraiM,uxvwanrsvt.Ki.s.w:rxnxac:.nr.rcr,uim:. ` 9ZW.ZZ"a8e,3 -.StOliaN'xot�ytt..`- ' .. - _�esozalins'ansHaof'soszrso -. •av-awiai3raaw3Awiara - . .' ysAG o3atld3ai: - - -3N53Nay wnionalBNoo wftmm Hd m do 4wq 300A.1 NIUA oNY901 SNe MHS N319ai a0o'fdE4i0'YNtNI?dNN��}1MI:3lf3Fi^a1FOdo3lfiRo3}73Aw 3o N1QM f3aYdSR(ia _a•, rlisaNarr?mlvnauis�arroraa svima .. ... :(3Ma)liildll LNo aOd N�la34Noo oNIN1a3NS31tlNa31YY� ndo%do aaaodaYSNSYa4Y16XLM01 NOIla3NNO�aO - - ".L1tl 571",Pi i (41MOa t 4&M Ng173NNOa ojpnv3N9 35x , ^D•6.L 'nroF6'L.t,oh.aSd9.4 'c Moa 113Y3 NIHt7AS CNtaYa51Mti 08 WNAa "'a"�,FUL :547Li wn ii: -i SM3adS-WWW lltM3AO . ' lt�i aid s"Xvtd 55. - ="3xiy3d5uY.taTdom , .95S ,• n; ,n t0?32i3d S't1yN 9Rdoat., �sd• �z >?3��#y3alssvSla3?ayria�Y�t�tNN�i'�`{o�4a-. Naua3HeeaasxnNav3Hs a 5a 63anoaa sv arr con i6-54: ... - '-fyvaNslewnol'mre31�a31�aE�nanl;xn . ud49sao3aaoeatl3t(s$ovaisNldnO Nos13HNN=*o' o zsasxrxRs'aalswwaeilud+ioua3tiNai�raxiveNsasn .. .-a'o.z: '+ '::�romz.t'eh9ards.s'.c4aoaNaY3ss9uvasu»r�Yasatrs4a: o'd;iaz. =8grzt-o'a VdS_MViriga3to 3,Oq�tt3a SS4Yl69. ..=10ola3dS4YN 98304• •. =:leoda3aslraNve46v '�74b =2> .:ti38YLHY.3m".9:tC'(03SYN 3]Y3S MJNL%Cw0303 , �NOfi73NNW jSytHitl'3H2Plai d3liint13a51PN 90 RK]'�� . to 944 =13t3'+,i31ENf1lT{613{35 aoG'IiCNW}SWRNAXY34_', , ,. �'1,Q 89x. • . +r�IS59 .wR .:;Lq.Ti*'Ar.3m5)§40Z3 >3^r —"%4 In9 •A itII Yl'%M3d15 aoo?j C.:D�35- �^a� =frJ3oaadav3�+s , 't10l1�3t1H0?,t1NdHWRI OA 7NIH1V3WS)133HZL; Wim Lou; , S3W4W 2IV1t1ggC91NO.C:.fDq AOYJ3l'N4g1 N91S30�'i'1YM71V3HS SHEARWALL DESIGN' +CON-LEGA.cY CUSTOAA MODULAR HOM&S :(per 2001 WFCM) FIRST FLOOR SIDEWALL 01 SHEATHING LENGTH REQUIREMENTS. KITCHEN 1 FAMILY ROOMS SIDE F[RSMOORWk0fli(W,)- 43.za SECOND F=Ft Wt=H(1'1,1- 43.5 ft F'.RST FLOOR LENGTH(W- 505 SECOND FLOOR LFJ401H(L2I= Soft SHEtii'WALLWPE;7116'0S3 E7(TERIOR{E OCKEO)V706-GSVE WTERPR SHEWHNG EDGEZa HNL SPACCNG= 31n O.C.jM NAX5 OR EO'UW'ALENT7 SHEARWA-t STR-N-SM IV)s 126o r$ W4, 5.65 PULL H£tGH7 SH=O. MG PROIAOED 11.=5 1st FL.PERCENT FVL HEtGHtSHEATKRC= 100% 111 FL,M4.X.UNREWRNNED OPEN;NG HEIGHT= O5 SHEAR ADSUSIIAENT FACTOR{C,=1= 9(TAELE 23053.7.:.IHCI Ls%FL:NUMBER OF SNEAFOR'ALLS(Nn A01390NAL WALL LOAD= O As S�EARWPU REACTION IfI_)=Wt'FL_t N-.Rte,,;r ADDRICI AL= Rte,=43.5 It-ZiS P112.6547 Ms-0lb.= 11.4/8. Mol.WAGTHS£GMEttTEDSHEARWA:LS(Lwi-R1V= 114419si 1266PT= 9.03 ft SEGNEHSED FULL HEIGI(T SHEATHINO LENGTH ROOMED(SOEWAI cL,„I C„c 9.98511. 4.09 it SFOMFITED FULLHEWIFTSHEATHWO ;c SEG/,�11TED FULL ROONT SHFATHWO RSOUIREOc9,09R PROVAPP.11=ft SMEWALL 514EARWALLt:OK ALL"TEROR SHEATNONO TO BE BLOCKED UNO FIRST FLOOR SIDEWALL 01:UPLIFT DUE TO OVERTURNING' SUM OF FULL HEIGHTSHEATHNG PRO'XED iT_W 11.2."5 CF,EARWALL ADIUST3•E27T FACTOR(CO 1 SHEARWAS.L REACW NFR-,)= 11,4s®S .HALLHE*HT(Hy- 9 f UPL{F7FORCE(U[.,je R.,,.,tN' U}.=*144161995. = 9tj9 k" PP"ARED BY:' BARLOW E4GStq",NG.P.C. 6512 SR FORKS RD,SURE 2938 RALEMN,5627615 Page 23 of 26 rx,(.v::suA,r e�ewuu}a�aretrraaasxx.xax.tk,;r&ryvxy,r:,n-aatnxiy 1211112D15 BARLOW#150853 27, SHEARWAU:DES16N ICON-LEGACY-CUSTOM m6DULAR HOMES. (per 2001 WFCM) 'FIRST FLOOR SIDEWALL'd2 SHEATHING LENGTH REQUIREMENTS-° DINING ROOM/-BEDROOM#3 SIDE_ FRSTFLO3RWEITH(W11=', 43.5 ft SECOND 1:=R WIDTH(1Vy}- 43.6 ft RMT FLOOR LENGTH(L,I bin SECOND FLOOR LENGTH tL21 a SGB: SHEARWALLTYFE:T+1E`059 EXl'ERIO3t 18LOCKEO}vr11.2 GWB PRERRR SHEATHING EDGE84 HAa.SPA'm 2l O.C,5os RAA.SOREQUmALE". SHEAIIWA;,LSTRENGTM(V)s 923{6! `UN.WtEARWALSEGMEM LENGTH c I.Sh F'UU,"MHTSHWArmna PROVIDED a .2L?D ' taI FL PERCENT FIF.L HEW^HT SHEATH!NO= s6w tai FL MAXVNRESTRAC:ED OPENNG HEIGHT= SII SHEARAD.TIMMENTFACTOR(Ca= :0581 iT:9LE2 53.:2.10Ci 19 FL.NUMBER OF SHEAW.AL 4(N,J. 2 ADWC)a 4.WAIL LOAD= G 8n GHEARWALL REACTION(R,_)=Wt'FLq,..1/N_•Rey„ ADDITMAL e . ' R,a„„=435R'�5p[7268537 tya DIM= 7i<it¢s 1,414.LENGTH SEGMENTED iNEMVALLS{L:.S=R qv 11441Dai924PT= ;23811. PERFERATED FULL HEIGHT SHEAT-"NO LENGTH REGUMED ISOEWALLIZ L.,tM m 1238ht8.i81- 2132 h. 'PERFMTEDFULL)I GHTSHEATHIN6' < PERFERATED FULL REIGHT SHEATHING, REOWREDa2132R PROVIDED=27.Eh ' SIDEWALL SHURWALLS OR ALL EMRPOR SHEATRIND TO 86 BLOCKED UNO , FIRST FLOOR'SIDEWALL•C2:;UPUFT DUE TO OVERTURNING SUMOFFUiLN JGHTSHEATHRNGPROSXEDy LJ= ..:I-R SW-4RWALLADtUSTbENT FACTOR(Cpi-. 0.58T 'SHEARWAL REACTION(R.,1,3= 11"IM.- :CALLHEI^vHTL1+}= "911. UFI.UT FORCE(UtyS=' R.,,,iH' .m IA,%CP Ur•=�xtlit bl K9f..,, _ 6653 @s. ,P)EPARED er.t BARLOW ENGINEERING.PA, *512 504 FORKSRD,5q ft 2"B ' FtALEA1N,N^�tT615 i'age2�0126 ,c "' ,an»zaMucstet�rilru:...�:<n:u�utr��.txr.u?vp+,+i '12t71:2tft5 �,nn BARLOW'41!Dpe 3 28 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) FIRST FLOOR SIDEWALL SHEAR CONNECTIONS FIRSTFLOOR1VDTH(W13= 43.5,11 FiR7Tt`OCRUNOTtl(w. 5,70 F14"-' 225 W7, 11-ANC11OR BOLT Z. 1058153 VAS.ICHORBOt.T .Z= 1426 ft ' D.tG2'x3.6'COY,R.lOH F:41L(TOi_NAXE01 ,Z@ In r. (I}Ztk 5 LTP4 PLATE- .Z= 5759» flIA"4l7M FLRST FLOOR StOEWAILSHEARLOAD= 11441 RRWAND TO SILL PLATSCONNECTION: y=MAX SIC=ryALLS-�EAR-W7:€54`FL axIJ 2• W s'1144t 451+3.:.S$x 0:4'r.,pli;2 16171 k" aT0¢riaa%PER FOOT= �%l'.;kiz15?t7 aai 756#.s75o R= iap:;.4,�ih: RxNaA.SPA:."i01 •73tas 72f i9• ;^D.C. g18'mmA F-i-JF P1A7U PER FOOT+' Y{Z7j4+15111AFt576t,'541- OS P'.ATEG 1p IS4"VTiLOiTE",.',ACNDn 1;im= '42745= Z:!`O.C, q;S'kNe4} USE D 162°x45•CDM510N NAV.lTDENAiLED} 6'ON CENTER OR U5E 113 SW850N LTP4 PLATE gzr ON CENTER OR CONNECTIONTO Wtr#WAND A SHEAR FORCE OF 15112115 SILL PLATE TO FOUNDATION CONNECTION: a1-2"A.NCHORBC43- t'JZ=15€1t Osr 10660s= IS BOLTS SOLr SPACNG=lL-231(H-7}a 154 11-24 1 716-SP= 41 h USE ZrARCHOR SOLIM a 4t`O.0 ANCHOR 30LTST0 BE A WL OF 4'AVO A MAY OF 1'A"FROM CORNERS OR CONNECTION TD WITHSTAND A SHEAR FORCE OF 1541211 003 P114 -&,r A-SCNORBCLTG- UrZm 15H9 EFr 1459 t1a 118!X73 BOLTACkVG>lL.2}fiD-.1:+ :500.2;+1#1-'}a ET kc USE"'ANCHOR Dam&77 ANCHOR 30L16 TO OVA MDA OF A-AVO A MAY OF I.4'FAQM 40049S OR CONNECTION TO WITHSTAND A SMEAR FORCE OF 15112 601303 PN) PREPARED ET. ..LowfiHOHEERING.P.C. 6512 SIR FORKS RD.SUISE 2430 RALENN,NC2T6T6 Page 25 of 20 .. FUR.e+'ser.+rr.yT,>wvn:ssin'airwaxvs;r.rc:ttiuGrcva,ttyacawsan>{� � ,y2415t2P#45 ,1 BARLOW#150853' 29. SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES" (pu 2001 WFCM) CHECK SHEATHING TO RU9HAND.CONNECT(ON:: UNIT SHEAR CHECK SHEARFCRCECV)- Ry=,... " FIRST FLOOR O®EWALL in; V= 1,W105 > '1/L•l fw fffm hooR mWALL CZ: Y=. 1141 Bis 2S.S,'O.FSt p^AI(irtt�)a F7e TtlACR S�EYt�J.'ttaarrSefE�tio .10N(# 'CHECKx8d 104S REOURED FOR 9HEATNSNO CONNECTDN: Ed C0=6N NAR{FACE NALEOk VIS'SCE$PUMSER2Y, .05 ft.. S OF ad MADS PER FOOT- V two 2 OS OS J NAIL 0 Of&i N-AS PER FOOT' tats NAES PER FOOT. AVERh4LSd ItA�,SFACh�Ox. t;ia-f2i,24.74: ,.T1^O,t, -CF ROW9p 2ROW{�'j U NaVACKG i1THV EACH POW A ^.9Pn?,IG VTA16.0. 2'.ue USE SNEATHa o COMNmmm WITP'2 ROWISf OF td UA"AT.TO.t- OR CONNECTION TO WiMSTANO A SMEAR FORCE OF 1020 pH UNIT UPLIFT CHECK:IEDUALTo UNIT SMEAR) CHECK''*FA MADS RECUMEI FCR SHEAIRNZCcNNECRO% • Sd CChiA'DN N4L{FACENA!LEOM3+t6'S7OE f.:ETAeER' O5� a 0E&d NAR:S PER FOOT P tV 'ILIM Pf .Z �95mtNAtL' PbFZW k-%LSPER FOOT=' i0T4!*tu PERFOOf' . O•.a5RALLffa WQ SPA64G .r:Li"i2:lU4= JL11'O•C: kof RCY1S r -2 ROSY$? BO un.^$0)P 61 5VWIT 'i EACH RDW.' 2'EPACNtk 2-IJI ua: S'O.0. USEEMEATHNIOWiNEOTION VIRI'ZROINIQ OF Si!NAU AT r C.O. OR CONNECT=TO WITHSTAN]A SHEAR FORCE OF 1020 PK 'AtTERNATESHEATN24 CONNECTION FOR UNIT UPLIFT.{OWEf: vs.. tO pE .. C0a P-j h0 WLai1 Mum UCTK7NRDNEOP'T Z=' .^Otl 0-1(FACE) wmk(oF GWE REOuReD FOR SH:ATHING CONNEC-WHALONGG PLCCR BAND; WDiH OF CLUE STRH'REQUIRED :Y Z mpsi•irfA FASTEN SHEATHEiP TO DAMP WITH I-W10E STRIP OF 200 Pii WNPAUM CONSTRUCTION ADM SSPX PWe01ROWOF84NAt6SATV PREPARED EY:- BARLOW ENGNEERINO.P.C. 6512 SR FORKS RD,SUITE 2038 . _ RALEFOII,NCZra15 ?DgB20oT26 yBARLOW##150851 30, ' SHEARWALL,HOLDOWN DESIGN 3tIFJtRWALL OLIFT FROM EACH FLOORS 20d FLOOR S:DEWALLtil 2685, its DEAD LOAD. UNIT WEIGHT IPSFI 2rd FLOOR aDEWALLIt2 4479 it's TRUSS DEAD 'Y5 20d FLOOR ENOWALL 01 5697 its FLOOR DEAD 10 2nd FLOOR ENDIVALL 02 5547 its WALL DEAD 12 151 FLOOR S:DEWALL 01: 0178 Its 1st FLOOR 6DEYJ.ALL#2 8093 Its STORY HEIGHT HEIGHT fill. tst FLOOR END'WALL P! 6734 Its IST FLOOR 9 1st FLOOR ENDWALL z2 8884 Its 2nd FLOOR 8 MODULAR WIDTH*I(fil M75, WOMB 3.75- `MODULAR WIDTH#2 IM 13.75 COMPRESSION CDMpRusion TENSION CAPACITY(MI(Cd CAPACITYVbs) '(COM CAPAC"Iths) CaMPREs914NCAPACtY'rIItSJ(Cc=1.8J ,.,963 1.0) <Cd=td5) SPF A2VALUE.- 2X4IS FTl 2603 2660 2745 5670 2X419 2175 2153 2203 5670 2X4 10 Fri 1744 17711 1602 •6570 2X8 IS FTI 7494 6058 9141 ;722 2X89 FTl 1 8620 7005 7688 7722 2X5(10 5792 6741 6153. .7722 SIMPSON STRAP .CAPACITY FASTENERS SIMPSON CS16 COILED SiRAR 1705 22 1Dd NA3L5 16d COMMON NAILS 191 Ibs SI14PSON CSI4 COILED STRAP a?2 �20 10d NkiLS 114-LAO SCREWS 225 Ito SIMPSON CMSTCl6 COILED STRAP 4585 58 16d SINKER NAILS 398'LAG SCREWS 295 Its SIMP50N CM5T74 COILED 5TRAP 6490 .66 16d NAILS. t2'LAG SCREWS 555 Its SIMPSCM CMST12 COILED STRAP 1 9215 1 84 116dNAILS 518'LAG SCREENS 789 Its CAPAMOETAINED FROM Sd'JPSON STRONG-TE 2615-1E WOOD CONSTRUCTsMJ CONNECTIONS CATALOG "ALL WITH CO 1.6 FACTOR HOLDOWN CAPACITY IDs S'UPSON PAS! 2025 SIMPSON HD5BW421STUDS 3795 SUPSON STHDWRJ 3210 S141PSON HDUMDS2.57J7:21 STUDS 4870 SIMPSON HD7EVM3 STUDS 8245 SIliP50N H098 L'1rc41 STUDS 8420 SU.IPSON M012 W44i STUDS IN 1.1,5-ANCHOR BOLT 12650 SWIPSON+4013 WI(4t STUDS W!1.114`ANCHOR BOLT 1£210 "'CASACM OBTAINED FROM MMPSON STRONG-TIS20I5-14 WOOD CONSTRUCTION CONNECT81NS CATALOG NET UPLIFT CALCULATIONS IUFLFTT=DEAD LOAD) 7.d FLOOR SIDEWALL 01 1st FLOOR SIDEWALLSt S.H£ARWALL LENGTH SO 0 MEARWALL LENGTtt 4,!7 it DEADLOAD 2966.875 Its .DEADLOAO 470.21B62S Its NET UPLIFT X372 Ibs NET UPLIFT 8703 its STUDS REQUIRED T 2X0 STUDS STUDS REQUIRED 2 21A6 STUDS NO PHYSICAL HOLDOWN IS REQUIRED ' 2R4 FLOOR SIOEWALL I* 1si FLOQR SIDEWALL A2 SHEARWALL LENGTH, 39.3 Ib 5H£ARiVALL LENGYH 3%3 It 'tMPD LOAD 2357.06675'ibs DEAD LOAD .4431.66626 In, NET UPLIFT 2131 its NET UPLIFT - 9661 Its STUDS REQUIRED L X6 STUDS' STUDS REQUIRED. 1 2X6 STUDS 2nd FLOOR ENDWALL Al 151 FLOOR ENDWALL/Y SHEAW,"ALL LENGTH 30.T ft SHzAFt ALL LENGTH 36.4 it DEAD LOAD WAS 16S DEAD LOAD 2227 681bs, NET UPLIFT 4623195 NET UPLIFT .4506 Iw ,STLICS REQUIRED. .22X6 STUDS: STUDS REQUIRED' 12X6 STUDS', 2-0 FLOOR ENOWALL 0 1191 FLOOR ENOWALL 02 SHEARWALL LENGTH 311.7 it SHEARWALL LENGTH 9.1719 "DEAD LOAD -884.16 ib5 DEAD LOAD 194.004 Its NET UPLIFT 0683 Ibs NET UPLIFT 8690 Its STUnS REOt1IRED' 2 2x6 STUDS STUDS R£OUIRED, 2 2xE STUDS 6kg#R6:'kt N=RCpt:SeCli4di ZH'- RYiAtL-CON,.ERQ:+NNFQTJZN r 5�,asa3.a:lsi'.rov 1p.7�v»r,O�r�tt aaar,�,a u.Stvo c+s1[a u.=aa��1L j 5>W CR'xN1 511:9 w2.^tR°. J 1.6%DIAMMETEREDGE DISTANCE 1.5xDIWETEREDGE MS ANCE x DlAMMER f+%PENETPATION a CaF aA t t F 7 z DW4 E3ER 611N.FEh TFYtT}Of: INTO OPPMTE STUD GROUP INTO OPPOSIM S"UD GROUP a SKEARWALL HOLDOY'M u(!P VECTION "EMMAIL HOLDOWN CSY.^!*LECTION sLtlW.43"4kC�i.4132'ii 0p:.Y},((tx,L °,6E t1Ala7 CA:fdl'.AlIOII3fCZS�V7Ut'L lF3FtY15XA�.0 s18:Yd:�T7<3'Y#51G:7Y'Lk:t"A� 1+."_.X'an:ih'isA»tt'SC'nEkit'tA3Et*:'Y"iCY:1Aii3 STRAP TO STU09 f,%LCMSR LEVE. UPPER STORY HOLDOWN CORNER DETAILS 1ST STORY HOLDOWN a CORNER DETAILS BARLOW#150853: 31 SECOND FLOOR SNEAR WALL HOLOom CONNECTION M7 NET UPLIFT= 4523 @s STUDS P.EQUIRED= 2 2X6 STUDS `SIMPSq NSTRAP= .SIMPSONCLIST14 COILED STRAP _STRAPF.ECUIRED,; 1 STRAP TOTAL TENSION CAPACITY 6400(6s a.li FASTENERS REQUIRED PER STRAP= •' S116d NAILS ROWS OF FASTENERS. :2 ROWS `16d NAICSPACING= Ura(i)SIMPSOh CMST14 COILED STRAP Wt(51)16d NAILS TOTAL@ EACH STRAP. STUDS ATTACHED TOGETHER Wl 2 ROWS OF 16d COMMON HAILS+ T'"ON CENTER OR CONNECTION TO WfTHSTANO 4923 Ib.TENSION ,SECOND FLOOR SMEAR WALL}DOWN CONNECTION 42 NET UPLIFT= 2131 lbs STUDS REQUIRED- 12X6 STUDS. SIMPSON STRAP= SIMPSON CS14COILED STRAP STRAP REQUIRED• 1 STRAP TOTAL TENSION CAPACITY= 2490 g O.K. FASTENERS REQUIRED PER STRAP., 18 1014 NAILS USE(t)81MPSON CZ14 COILED STRAP WR26)10d HAILS TOTAL @ EACH STRAY OR CONNECTION TO WITHSTAND 2132 Ibs TENSION FIRST FLOOR SHEAR WALL HOLDOWN CONNECTION t1. NET UPLIFT= 13353 Ibs HOLDOWN=SIMPSON HD19 W44)STUDS Wl I-14"ANCHOR BOLT, HOLDOW14 CAPACITY= 16210 Ibs O.K- STUDS REQUIRED= 4 2X8 STUDS ROW'S OF FASTENERS= 2ROWS "16d NAIL SPACING= 2'O.C. USER SIMPSON HDI%Wl(4)STUDS Wl I-VAANCHOR BOLT' 'SHEARWALL EDGE STUDS ATTACHED TOGETHER Wt ROWS OF/fid COMMON NAILS @ 2"ON CENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 13353 Ohs RRSTFLOOR SHEAR WALL I/OLOOWN CONNECTION#2 NET UPLIFT c $429 lbs "HOLDOWN=SIhaPSON HRf2 Wt(q)STUDS W£l+e ANCHOR BOLT HOL40WN CAPACITY= 12890Ies O.K. STUDS REQUIRED c: 4 2XS STUDS ' ROWS OF FASTENERS= 2 ROWS' 16d NAIL SPACING= 3"O.C, USE SIMPSON MD12 W1(4)STUDS W11.118-ANCHOR HOLT SHEARWALL EDGE STUDS ATTACHED TOGETHER W12 ROWS OF 16d COMMON NAILS @ 3'ON CENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 9430 the FIRST FLOOR SHEAR WALL HOLDOWN CONNECTION#3 NET UPLIFT= $79316.' HOLDOWN=SIMPSON HD76 VN(S)STUDS' HOLDOWN CAPACITY= ss O.K. STUDS REOUIRED=, 3 2X6 STUDS. ROWS OF FASTENERS= 3 ROWS _ 1Fd NAIL SPACING= 0"O.C. USE A SIMPSON NOTE WI(3)STUDS SHEARWALL EDGE STUDS ATTACHED TOGETHER W13 ROWS OF i6d COMMON NAILS @ 9"ON CENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 5793 lbs - RRST FLOOR SHEAR WAit HOEDOWN CONNECTION t4 .NITUPLIFTi4f 2 tbs . HOEDOWN=SI.IPSON S_TH014fu. 'HOLDOWN CAPACITY 427063 §TUGSREQUIRED=' 22X6 STUDS ROWSOrFASTENERS- .2 ROWS_ t6d NAILSPACING= 14-O.C. USE SIMPSON STHDI4RJ' SHEARWALL EDGE STUDS ATTACHED TOGETHER W12 ROWS OF I"COMMON NAILS e_14^ON CENT=ER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 24621bs ' FIRST FLOOR SHEARWALL CORNER CONNECTION#1 NETUPLIFr= 4506@s , ROWSOF FASTENERS= 2ROWS 16d NAIL SPACING= S-O.C. LAG SCREWS= Vr LAG SCREWS NO.OFSCMVS REQUIRED 9SCREWS USE(9j 112"LAG SCREWS-TO FASTEN INTO THE OPPOSITE WALL STUD GROUP AT CORNER STUDS ATTACHED TOGETHER WI 2 ROWS OF 16d COMMON NAILS @ 8"ON CENTER OR CONNECTION TO WITHSTAND 459716.TENSION BARLtOW#750853• 32 ICON LEGACY CUSTOM MOT)ULAR 110MES Section 2 HAND CALCULATIONS 'w L- z . r 112/22/1,-11 150853 BARLOW#150853 33 HAND CALCULATIONS. Barlow Project Number: 1.50853 Client Project'Nurnber: 0530nec2015: Model Number; Legacy 0#5565 Project Location: NY Project Description: High Wind Calculations. TALI.WALL.FRAMING CALCULATIONS TALL WALL AT SIDE'WALL#2 BUILDING STORY HEIGHT 18.50 ft WALL:PRESSURE_ 36.3Q psf(field) 2X6 STUDS SPACING. 16 "O.C; MAX MOMENT= 2064.0 Ib ft TENSION ALONG THE STUD= 4481.4545 Ibs SIMPSON CS14 COILED STRAP 2490 Ibs STRAPS REQUIRED 2 STRAPS STUDS'REQUIRED= 3 2X6 SPF#2. USE(3)2X6 SPF#2 @ 16"O.C.TO FRAME THE WALL AT TALL WALL USE(1)SIMPSON CS14 COILED STRAP WITH(15)-10d NAILS EACH STRAP END ATTACH STRAP ONTO BOTH INTERIOR AND EXTERIOR FACE OF EACH STUDS.AT THE BAND LOCATION BARLOW#150853:' 34 ��r o ow z'oag'p UPLIFT= 8708 Ibs 94,c0nz$'G USE SI IEARWALL HDLDOYI'N x a�> CONNECTION ,,r2 AMD.c 3 ` .................._. __.......................... I (a o /� �- UPLI T=8690€bs - UPLIFT= 4506 ibs * llj +4663 Ibs y - USF SHI ARWALt_CORNER € = 13353 Ibs T N CONNECilm p USE S1:ARWALL H01.40WN CONNEC71074#1 p s UPLIFT= 492:3$s; FROM A9Qt" E=El UPLIFT= 2462 lbs USE SNEARWALL H LDOW4 CONNECTION #4 `' .........I 7 DWAI L 2 11 �Y Ire t �- � __............. 41P1.IF1'= 8696 fns ...... USE SHEARWALL HOLD00 '�' �' �,cv ! � i _- I{ .........v._ L...............__..- Q r � UPLIFT-6690 Itse UPLIFT 45C6 • 4 4663 ihs .. � Ibs , ti + 4923 Ibs = 13353'Ibs a =9429 Ibs USE SHF.ARWAt.t_HO'.00%N USE SHEARVIALL HOLDOWN ! ( CONNECTION ¢i ? cry CONNECTION _- . - _.. ...... '" _.- t....__..... rvA wb:l ra UPLIFT=3661 €!as 2131 lbs UORU A UPLIFT= 3661 the tj 4 2131 Ibs � { 5792 lbs ` =5792 Ibs USE �#£AWALL HOLDUM FIRS i FLOOR FRAMING PLAN USE SHEARItAtL R HOLUOWN CONNECTION #3 __......__.._—__ ___.__.. _...._.__._..___. CONNECTON #3 3izia+i"w''"r=.x'imieowwc �r+c H aaw l r.:¢�,/ >Cu1 0#5568 C � 4, c'.P.�.na v 0z s�4�w _ -- >u Lu UPLIFT=4923 lbs j USE SHEAR4tAL1< f€C�LDOWN ( ` UPI3P ;4GG3 lbs CONNECTION ( USE S^*PvRWALL MpfC}V4N I �' I j 17 €A, --------------- = Q 1p 1 € UPLiH = 4663 lbs UPIJFT= 918,h- 4 ?3€lr� ; \ € USE SIC;;AIt4'IALL HOLD04Y3d >' USE SNI;AfiY7A$z i�=9i.[1t�'t�� ; \I j �G"3YlCCr1CN gt a 3. SY : SK UPLIF. =2141 'bs y z i ki USE sH tk{rJll.€±Y uri USE SHEARWALL I€OLDt1MI YCiJt iCltC:.'y � CONNEC1104 #2u€ tr iMa Iqu ui nvY�vj u7 v�€� SECOND FLOOR ;'L�1�,i�N(� PC_�l'�I 5.irs a nt wmx BARLOW#150853' 0#5568 35, Beam: M1 Shape: 3-2X6 Material: 'SPF[ Length: 18.5 ft I Joint7, NI k J Joint: N2. LC 4:wind 'Code Check; 0.603 (bending)' Report Based On 97 Sections .444 at 0 ft fa ksi v k .444 at 18.5'ft 1.086 at 9.25 ft, MIN, k-ft 6W fc: ksi -2.054 at 9.25 ft ft ksi D in 1.086 at 9.25 ft -1.448 at 9,25 ft AF&PA NDS-05108:ASD Code Check Max Bending Check .0.603, Max Shear Check 0A25 Location 9.25 ft Location 0 ft Equation 3.9-3 Max Dell Ratio U153 CID 1.6- RB 7.765 CL .989 Cr I CfU 1.16 CID .05 Kf .6 _Lk§Di Cm Ct CF Out In Fe ..102 Lb 18.5 ft 18.5 ft I Ft' .936 1 1 1.3 le/d 49.333 40.364 Fb' L 1.801 1 1 1.3 Sway No No FV .216 -1 1 I Le-Bending Top, 18.5 ft E' i .1400 1 1 Le-Bending Bot 18.6 ft BARLOW#150453, 37 ICON LEGACY CUSTOM MODULAR HOMES sa ' 4-1 I < +', 0 w iStic :{ p 87m ALTERNATECALCU A'T``I(.INS::. 150853 BARLOW#150853 38 ALTERNATE CONNECTIONS PROJECT NUMBER. 0530nec2015 PER ESO 539(JULY 2016) TABLE 18 ALLOWABLE SHEAR VALUE(PL 7/16"O.S.B.Shcathine wr 16.15&.14 GA.Staples a 2"O.C.. 924 Staple must have a 7-16-inch minimutu crown triddu and must be iniad with theit crouu parallel to the longdirection oldie frennus.raembet: •°Aanwcg adjoitime panel cdce mast be 3-incl(nominal or aider ' *a* Shear value assumed fasteners attached alone the total Imuth of the framinrg mcmb&specified. Required Sidetsall Stud'fie Dotsn STUD SPACING 16 inch 1.2. Floor Stud to Top Plate Load= 1013 U UNIFORM LOAD 760 plr No staple connection sufficient.Must use supplied strap connection.. 2.2°d Floor Stud to Floor(land—2°d Floor Band to I"Floor Celline Band Load=. I '937 lbs UNIFORM LOAD. 703 pit No staple connectionsufrcient.Must use supplied strap connection. 3.1't 17oor Stud to Ceiling Rand load- 85d lbs UNIFORM LOAD 638 plf No_staple connection sufficient.Must use supplied strap connection. 4.l"Floor Stud to Floor Band .Load'=' I 764 lbs UNIFORM LOAD 573 pll" No staple connection sufficient.Must use supplied strap connection. 5.Second Floor Horizontal Floor IlianhcaEm Cmitiouity Module to Module{Along Mate Line) Load s 6207 lbs 318°LAG SCREWS= 288 Ibs NUMBER OF SCREWS REQUIRED 22 SCREWS' Tise(22)'3/8^lag screws to attach module to module along mate line. (Minimum 1"penetrartion in last band). 6.'First Flimr llorironhil Floor Otanhrumn(continuity Nindule to Module_(Along.Matc Line) Lead= 62D7 Ibs. 31W LAG SCREWS= 288 Itis' NUMBER OF SCREWS RECSUIRED 22 SCREWS Use(22)3/8"lag scret"to attach module to module along mate fine. (Illinimmu I"penetration in Last band) STAPLES.PROPERTIES: SPECIES GROUP tll LOAD OURATION FACTOR CD- 1.6 WIND DESIGN) SPECIFIC GRAVITY 662 STAPLES MIN CROWN WIRE DIA. UMN PENETRATION LATERAL CAPACITY WITHDRAWN CAPACITY (INCH) (INCH) (INCH) LBS) (LBS!IN PENETRATION 16.15 814 GAGE, 7/16 0.063 1 67 20 e Project:5568 ~" Ab -~ Brett Hebert ° tc .�a.� Location:living room ceiling beam Icon.Legacy Custom Modular Homes,LLC Multi-Loaded Multi-Span Beamor [2Q1Fi tnteniatiar at Buitdirag Code j20 t2 tv[3S}j StruGaic Version 9:0,1,SeiinsgrdVe,RA 17'870M12Q15 :7: W:28 AM' .2.0,Rig-dam LVL-Roseburg Forest Products: " Section Adequate By 31 8% Gontrotiing.Factov Moment CAUTIONS,. Laminations are to be gully.connected to.provide 6nifarm transfer of loads-tomembers.---, DEFLECTIONS Lente LDA[_INQ DIAGRAM,.._ Live 1;4ad 0;39.: IN iJ.0.42.. 0ead.L6ad'," D,37 in Talar Load . .: 0.75 IN Ll331 ` Live Load Deflection Criteria:L1380 Takal Lead Deflection Criteria;L:t240.' .REACTIONS, A B, Live Load._ 2791 Ib,° 270 1b, 'Dim'd'Load 2630 ib, 2630 lb Tota!Load` :.5421 ib :5421, Ib,: 866rringLe6Qth:_ 2 q.1:,in'.,'2.4.1 in BEAM DATJI'.;. ... Chi. S an Lengt#i3O,ti3 ,{t P Untiracedke®gth-Top,"_ 0 :tt : _...... _...k .. ..,., . -_ 2q 83 f!: .. B ' Lltrbraced Length-Bc?ftarrt 2Q.83.. ft' 'rave Load Duration Facto_r 100 fliatch:depftt 6.60 _-.... UNIFORM LOADS 'Cent£r: ftTERIAL PftQPERTIES,, L}nil®rrn.Live'Lmd. -260."plf:`• 2;0 Rigldiarh LYL=Rbuibur+g Forest Products' iJnifitir n pearl Laatt ':239 pif {base dues- stair': Beam Self Ulieigh# 14' pit Bending 5lirass:; Fb 29Di7,.ps'i fib,. 2757:psi., Total Uniform Load :521'. pif. Fv= 285,psi� ,Fv'= '285 psi, ShearStress: Cd=7,00, Modulus-of'Elasticity; E'= 2000 Iasi E'_ 2000.ksi CartiP. to Grain; Fc;-L-- 751':psi . Fc- = 75�'psi' Cotttroiling NMomen't: :2823610K 1 O.0 Ft from left,support of sport 2*{t enterSpan},' Created bV combirrrng all dead loads and ilve.loac s ori`span{s}2., ' :Controlling Sftr.. 5421,Ib a t At left su ort of s an 2 Gaoler 5 6n t trh Created by'co bining all dead loads and W41 dadson span{s}2: .Comparisons with reguired sections: Providedsecti6nmo 2 �" .. Area($h a j 1us: ,28.53-.in2 154'1n2 °'C [Iaaf .. Mbrrient of ineriia(detiectic hY- 1058.28:in4 1458J64: Nlatttei t 282310 ft-ib . .37'�"C5 ft-iii Sljear:. 5421-lb 102$0 ib.. wasp . Project:5568 ._.. ,. Brett Hebert Location:bedroom#1 ceiling beam Icon Legacy Custom Modular Homes,LLC Multi-Loaded Multi-Span Beam gr (24151nternational Building C6de(2012 NDS)] StruCalc Verslon 9 0.1.8eiinsgrove=PA 178701,812015 7:03;28 AM (2)1.5 INxi1.25'1Nx14.33 FT .2.0 Rigldlam LVL:Roseburg Forest Products Section Adequate Bps 4.3% Controiling;Factor:Deflection CAUTIONS Laminations.are.io be:fully connected to provide-unlform transfer of loads to all members . DEFLECT ONS Center I-CAD-ING DIAGRAM. Live Load '4,36 'IN L1482 Head Load tt.33. in Total Load 0.69 IN U250 Live Load Defleclton Criteria:U360 Total Load Deflection Criteria'11240 REACTIONS.- A Live Load. 1926 lb' 1920. Ib Dead Load, 1373 Ib, 1773. Ib Total Load 3693 lb "3638 'Ili Bearing Length 1'.&4.in 1:64 in, BEAN fisATA Ce '=r_ a Span,Length.. 14.33 f€ Unbraced Langth 76p. 0'."fl .. ...... .............. ..� .aa ti's _> . ,. .._.... ...�... ...._.._ ,Unbraced Length-Bottom. 14:33. ft "Live Load Duration Factor '1:00 Notch Depth 6.601 .. . .. ...-. 1JNi,Ft�RM LOADS, Get r .MATERIAL FRQPERTIES. Uniform Live do d" 268 pif 2.0 Rigidiarri LYL-Roseburg Forest products Uniform Dead Load 239 pif Base Valu es d'uste Bearn Self Weight" 8 plf Bending Stress Fb.= 2900 psi Pb'= 292S psi Total Uniform Load 515 plf Shear Stress; Fv= 285 psi FV* 2$5 psi Cd=1.00 Modulus of ba'sticity: E= 2000 ksi E 2000 ksi Clamp.-4-'to Grain: Fc--L= MO,Psi Fc-1'= 750:psi Controlling Moment: ,13231 ftAb, 7.16 Ft from left 5uRPorl of span 2(Center Spsn) Created"by'combining all dead loads and live loads on span{s)2 $ Controlling Shear: -36931b tP.. to Cr s 14.0.Ft froiii left support of span 2(Center Spam), r, Created by combining all dead loads and lii e.loads on span(i)2fit Comparlsorzs-t�rltti.required.seatioris: Fteg`d ar ide Section Modulus: .54.3! in3 63. 8 in3 Area(Shear).. 19.44 int 33:75 int3 ' f! Moment of Inertia(deflection:): 341:21'in4. 356.964P4 Moment. 13231 ft-lli" 1541.7 ft[ll`. _,.• Shear: -3693 ILS 64931b. RaB� Project:556$ _ w. Brett Hebert Location:bedroom#2 ceiling beam _ Icon Legacy.Custam Modular dames,,LLC Multi-Loaded Multi-Span Beam of [2015:t€itemati*onal:Building,G6de(2012 NDS)j StruGalc Version$0.1.Seiinsgrove,PA 178701812015 7:03:2,$/M {2}9.5.IN x 1*.251N x 13,08 FT 2.0 Rigidlarn LVL;Rosebufg Foiest`Pfoducis. .. Secfton.Adequate By,:372%R ; Controlling,Factor.aefiedon - CAUTIONS ".L•aminations.are_to be#ully:connected,to provide uniform•iransfer-of loads to all members-- 13EFL:ECTtONS. Center: " JQAOING UTACaRAM Live Load 0,25 IN U53s Dead Load. Q,23;;in Total Load: DAB IN Ld8 9 Live.Load Deflection;CM66a_V360. Totat`Load Deflection Criiena:L1240. .REACTIONS, A'_ B• Live Load.. :1753 lb 1753 lb bead Load I,618: lb. 1618. lb, Total Loan- 3371; lb, 8371 Ib Bearing Length':..1:50In 1.56 in SEWA ..._., - 5pan Length fs:or3 #t Unbraced Length-Top -0 ft 7 _._ �........ _........ A, Llnbraced Length-Bdttom-� 13,08. ft B Live Load Duration Factor A.00r blotch Depth x:00 UNIFORM LOADS, Center 'MATERIAi PR[1PER3tES 'Un' live Load.: 206' Of 2.0 Rigitllam:LvL=Roseburg Frs[est ProductsUn'if6rrn Dead Load :239 -plf 'Base Values Adiustea Beam:Self_Vtreight 8 Of 790 Bersdtng Stress:_ : ' Fb~- 0.psl Fb' 2923.psi Total't.)form Load: ..515. pit C&1,00 CF;1.07 Shear-Stress; :Fv.= 285;psi FV'= 285._psi:' " Ctt=1.0.0 tiAod�lus of Elasticity: E= 2000 ksi. E'= 2006 A.si: Comp.- to Grin: FC=!= 750:psi Fc- L'= 750 psi coritrolling Moment; 11023 ft-Ib 6.�4�tfrom left support of span 2,(Cen€er..Spani Created by combining all dead loads and live loads on spans)-2_ ;" Controlling Sh6tr. 3371_h ' �� :r i { � At Left suppgrl of span 2(Center Span), Cleated tby,c6mbinin9 all dead loads and live loads'oii span{s}2' tc n t Coin arlsans:, �S tR+ith'rBlltilr2it S@Cl•IOnS:' E5-g_'d Rr�rde Section Modulus: 45.25 Ina 63:28:in3 m Area(Shear);. 17.74 int 33:75.1n2fir':: - Moment of ineriia(detloctiarit: ' ,259.49'irO $55.961n moments 11®28 ft=lb 1541:7: lli Shear.,' 3371 Ib 6413 lb. RaB� Project:5568 Brett Hebert Location:elevator lobby exterior ceiling beam Icon Legacy Custom Modular Homes,LLC Multi-Loaded Multi-Span Beam or .[2415 International Building Code(2012 RIDS)] Strucalc Version g 0.1.aelinsgrove,PA 17 SIM12015 7:03:28 AM (2)1.5 INx9.25'INx 10.08 FT 2.4 f;igidlarrl t VL-Roseburg Foiest Products Section Adequate By:25.7% Controlling Factor:Morneot CAUTIONt5 Laminat)ons are to be fully connected ta provide uniform transfer of loads to all members ]DEFLECTIONS Center 1.d5ADINQ 1)I6G8AF4 Live Load' .0,17 IN W16 Dead.l oad 0.22. in ' Total Load 0;39" IN L1308 Live Load Deflection Crifteris:11360 'Total Load Deflection:COteriw U240 REACTIONS $ B. Live Load. 1446, Ib '1446, Ib Dead Load 1925 Ili 1925 !b Total Load+ .W71 lb 3371 Ib Searing Length-, 1:50°in 1.501 in' BEAM QAT-A' CeTiLgf.. `Span Length, 10.08 ft Untaraced LQrigth-Top 0' ft, _..x._............................. ..��..,...._.,.... .......... A; $ tJntiraced Length-Soft i 16108 t4• Live Load Duration Factor 1,00 Notch,Depth :0.00 UNIFORM LOAt-S Center 'MATTFRIALPRCIPERTIES Uniform Live Load;' 287 pif 2.0 Rigidiam LVL-Roseburg forest Products Uniform Dead Load 375 pif Base Values Adiusted Seam Self Weight' 7` pif Bending Stress_ Fb= 2900 psi_ F'b`=' 2998-psi Total uniform Load 669 Of Shear Stress: FY= 285 psi Fv'= 2.85 psi Crf=d.Dt7. Modulus of Elasficity: E= 2000 ksi E'= 2000 ksi Comp.-t-to Grain! Fc 750 psi, Fc--I-= 750.psi Controlling,lWionterlt: 84961`1-lb 5,04,Ft:from left suppdrt 61 span 2(Center Span) Created by combining all dead loads and live load&on span(s)2' Controlling Shear -33371,lb 10.0 Ft froth left support of span 2(Canter Span) Created tap'cnfritiining.all dead leads and We loads on span(s)2 -Comparisons with required sections: Pr vide �� 'agi E Section Modulus: 34,43 in3. 42.78,in3,, Area(Shear):.- 17..74 int 27.75 int Moment of.Inertia(deflection)- 154A3:in4. 18786 in4 Moment 8496 ft-lb 10661 ft-lb �f Shie6r: -3371 fib• 5273 lb Project 5568 Brett Hebert Location:elevator lobby ceiling beam loon Legacy Custom Modular Homes,LLC Multi-Loaded Multi-Span Beam :246 9;and Will Read or J2015 thiernational-Building dode(kI2 NDSj] 2.)1.5 IN,x 0.25 IN x 10.08 FT .2.0 RiOdlam LVL_Rosebdrg'For6st Products ,56ptiori,Adequate By'6&6% Controlling Factor:Moment CAUTIONS. Laminations are-lo be fully connected to provide uniform-transieri-bi loads to all members, 71 DEFLECTIONS Center: LOAQING DIAGRAM Live Load '01 0- INWO Dea'd.6acr 'QA4 in Total.Loadl:,� <0,30 IN 0491, Live Load Deflection Criteria:U860 Total Load befle6tian Ctileria.0246! REACTIONS:• A - B, Live Load 12i5_1 lb 1 351 lb b6ad Load' 1240 lb 1240, lb Toiat Load 25'00.)6. 2206 16, Bearing Length 1,15 in -1.15 in- BEAM., 'Span.Length', 10.08" It _A_ top, 1076 .Unbraced Le thV _ng B ,Unb,racied Length-Mtarrf. 10,08' jt tivd Load Duriatl6n Factor 1.00 Notch DepthI 0.00 UNIFORM L12ADS Center :MATERIAL PROPERTIES:�_ Qniform Live Lead- 268- plf- ZO.R161aWiiVL.-Roseburg F*6st Products Oniloitn Dead Load 239 pif Base values Adiusied;_ BeEini Self Weight', . 7 plf 13-en'ding Stjessr Fb -,,2900 psi Fb,=, 2996 psi Total Uniformioad 514 ' Of Cd:1,00:CF=7,03 Shear-Sinist.; Fv= 285 psi FV',= -285 psi �Cd=J,.00 Modulus of Elasticity: P= 2000 ksi E— 2000 ksi Comp. to Grain , Fc=-L= 760' _L_ ;ps' Fc- '750 psi Controlling Mo m,d.nt-. 6527 fi-lb ,5.04,Ft from left sUpp6d of 2 pan Created by combining all dead loads,and live loads on'spans)2 contralfilig Shear:' -2590 lb 1Q.0:Ft from,!eft suppo"of ipain.2(Ceriter.Span), m. Cf6ate.Oby-c6rnbJJ1ning All dedflo6ds.and Wd 4uired.spctionS. ,,R§Q!d Provided, ,41,�e Se&U66 Modulus:' 26.15 in3 in3 13.63'jr�2 t715 int s '(Shear)z J'Asx V,� ;. 0 -Z Monient-6f Inertia(def1eqtion):, ln4. 197.86,ih 4 < Moment_ 6527,(VIb 406131,ft-1.U. Soear:, .2590.lb ;5213;jb 45A Project:5588 Brett Hebert Location:bedroom#2 window header icon Legacy Custom Modular Homes,LLC Multi-Loaded Multi-Span Beam 246 Gand 1141 Readof [2015'International Building Code(2012 NDS)] StruGaie Version 9:0.1.Selinsgrove,FA 178701012t315.7:03:29 AM. (3)1.6 IN x 7.25 IN x 3.25 FT 42=-Spruca--Pine-Fir-Dry Use Section Adequate[3y:.40.9% Controlling.Factor:Shear CAUTIQNS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center I-OADi G DIAGRAM Live Load 6,01 iN W800, Dead.Load 0.o1 :i6 Total Load 0.02, IN U-7004 Live Load Deflection Criteria:L1240. Total Load deflection Cfiteria: Project:5566 # , t `I.st s' Brett Hebert Location:pocket door headers bedroom#3 .s -•>.£-� {con Legacy Custom Modular Homes,LLC Multi-Loaded Multi-Span Beam ar 12615 iniernational Building Code(2012 NOS)] StruGalC Versityn 9 D.1,Selin'sgrove;RA 97870tS12016 7:03:29 AM. {2,)1.5 IN z 9.25 lhi.x6.83 F`f . •2:0 Rigidlarn LVL-Roseburg i~orest Products. Sec on Adeii By=49.3°! Gntntroiling_i=actor.5tlear ' . GAUTiONS • '..Laminations.are to be fully connected to provide unlform4rarisfer of,loadsto all€nembers..- .13EELECTit3NS" Center LtaADING DIAGRAM.. Live Lo-ad o.07 IN:1:11220 , Dead Load 0.fl6..In Total Load",.. 013 IN U641 Live Load Deflection CriteriaM Lr 80. Total Load Defiection Ciiteria 0240 ' .REACTIQNf 5; A• B Live Load. 1854, ib 185<4: lb Dead Load 16771 lb, 1677• Ib. Toiai Load', 3531 lb's 3x3.1:Ib Bear#n Length: ..1.57 in:::'1:b7..in. 15 111,11 !11 I t3UPA DATA:. :..".r.0nWi , Span Length Unbraced Length Top . ....{} ft _.. _. _.... _ .... .. ' [......mom:..••» ...__.._..._ •i. ..• t*.t35 tt .: Unbraced Length-Bottoms: ,6.53 ft: Live Loan Duration.Factor 11A.0 Notch-Depth - .:.... .`..I.. . . U.I��SF�RLt3Aos center rg .• . . Ai ERIAL PROPERTIES i ftiilfatir,:t ive lcsad- 543 :pif: 2;0.Rigldiam;LVL-Roseburg tgiest Products, i to fohrt Dead Load 4B4 .pif Base Values Adiusted Beam Self.Weig11#" 7 pit Banding Stress: F"b= 2900_PSI_ Ftt'= PsiZ$86 st Tota{Uniform Load 'IL 34, p#f Ctt=1.00 CF=7,93, Shear Stress: Fv= 285.psi Fv' 28fi psi `Cd=y,00 Mii Elasticity; E= 2040 ksi ..E`= 2000 ksi Comp,�toGrain:' Ic- L- 750 psiI Fc�L=� "750 psi C©ntrolliing.Moment: • 6029 f1=1b 3.41 Ft front left`support of span 2(Cenfer.Span). Created by Combiniing all dead_ loads and live leads on span(s)21 ,Contra. 1 irig Shear: 3531 Ib. Af'ieft support of;span:Mdnter Span) Created by cbmbining all dead,'loads and We loads on sp4is(s3 2: Gornparfsons with required sections: d Provided Section Nlndulus:: 24151631 44218 4n3. "Area.(Shear): Momen caf inertia(deflection); .74,11•i : n4 197.83 0r Y'• g,` # , . Niotileiif - ,6t729 f[-lb 10681 fi,•lb J K e = , r"° ,r� Shear: 3531:[b. 5273 lb Project:5568 Brett Hebert Location:foyer exterior ceiling beam Icon Legacy Custom Modular Homes,LLC Multi-Loaded Multi-Span Beam os ,(2015 16tematio.nal Building Code(2012 NDS)] 'StruCalc Version 9 0,I.Selinsgro,va.FA 17870MI20,15 7:03:29 AM (2,)1.6INx9.25INx10.08FT 2.0 Rigidlam LVL-Rosebtqg Forest Products Section AdequW6 By;51_011A- Controlling Factor;Moment .F s are to be.3 ful ly,corindcted to provide uniform transfer of loads to all members s DEFLECDONS Center LOAQING DIAGRAM Live Load .0 16 IN L/749. Dead.Ldac.l 0.17 in Total Load. 0,33 IN U370 Live Load I)e,flectlion Criteria:L/360 Total Load Deflection 0 itelria"1_1240 REACTIONS• A 13 Live Load 4366" lb 1386 lb Dead.Load 142i lb 1421 lb total Load:", 2807 lb 2807 113 --Bearing Length 125 in 1.*25- in Span BEAM 0 length 10.08, ft Unbraced Ungth-Top 01 X .Unbriced Length-13cittom 10,08 ft, Live-coati Duration Factor 1.00 Notch Depth 0.00 VNIFORM LOADS Cftnter MATERIAL PRQOERtIt8. - Uniform'Live Load, '275 'plf 2,0 RigioWrn.LVL-Roseburg Forest Products Unifolrin Dead Load 275 Off Base Valu Adiusted Beam Self,\A1eigI)t ...7 pit '1 psi Bending Stress. Fd.= 2906,psi Fb'= 2996 Total Uniform'Load :557' pif Shear Stress; Fv 285 psi Fv*,= 285 p sl Gd=1.00 Modulus of Elasticity: E= 2000 ksi, F= 2000;ksi Comp,-L to i3rain." FC_L= 756.psi Fc-4' 750',psi dontrolling.Momen.t. 7074 ft.-'Ib �5.04 Itt from left sU.pp6r(of span 2(.Center Span), Created by.combirilriq all dead loads and live loads on spin(s)-2 Contrallkig$hear: -2801 lb 10:0,Ft frotri left support of spib 2(Center Span) Crealed by combining Al deddloqds,and live loads on span(s),2 Reg Comparisons ii!tWreqqir"sections: B& 'd arqVtded- .Section Modulus", -203 in3 '42.78 in3 Area{Shear);.iir);. 14.77 W 27.75 ink Mortient of Inertia(defldttionY `123,32 04 197.86 in4 Moment:.' 7074rft-lb 106B1 ft-lb r Shear .2807 lb W3,lb (�X',61 0 'set'! Project:5568e " l�c�*� �.r.;�:;'- Brett Hebert Location:foyer hailfcloest ceiling beam Icon Legacy Custom Modular Homes,LLC J Multi-Loaded Multi-Span Beam os (20151nternational Buiiding,Code(2t)'12 NDS}j S#ruGalc Version 9 D,1:Selirtsgrove; A 9 7F37918F2015 7:03 29 AM, (2)4.5 x,9.12504 Iii x 9.08 FT' 2.0 Rigidlarn LVL-Roseburg t+;oiest Product :Section Adequate By;67.7% CorttroDing Factor:Shear CAU71ONS „ "Laminations are to be fully:cOrnected to provide uniform transfer of lords to.ali members DEFLEC'nONS Canter -LOADING DIAGRAM. Lore Load 0,04 IN.LP173.0. „ , Dead Load 0,O4':in Total Load' °0.08 1N L1308-Live Load Ddection Crlter€a:Lf360 Total toad Deiieciion Criteria:Lf24fl . .. .'. REACTIONS A B, Live.Load. 11651 Ib 1651_ Ib DeadiLoad °1492lb'"1492 Ib Totat Load:'., 3143 Ib' 3143: lb- Bearing Length ..1,.40 in,. 1'_40 it i. JEAM ARTA. Centel Span.Length; 6,08. If Unbraced Length-Top: ;0 it, .....w ..............._.. ~;s.i :ti_. t inbraced Length-Boltom.. 6.08,,ft LivLi Load Duration Factor 1:00 Notch Depth O.OtI UN1F12RM LOADS'' Center ... MATERIAL PROPERTIES .'Uliifcrrrn,Uve Wad•. . 548 :plf 2;0 Rigidlarn,LVL-Roseburg)=giest Proiiucts: ,UrZrfa m-D' d L.oaci -,484 ;pif Case Values Adiusted Beans SelfUtreighl: 7 plf Bending Stress:; Fb= `2900,psi 'Fb' 2996 psi Total uniform Load.. :1034 plf. _ • . Gd=7,Oi7.CF=7;173.. - _ ,' , . Shear Slress: Fv= 285;psi 'FV,=- 2.5..psi Ct#-i.r7t7 •IlAo .• dulus of;Elas_ticity: E= 200D,ksi. E'= 2000 ksi Comp, to Grain Fc- psi E '750-.psi Controlling Moment: 47788-Ib , 3.O4 Ft Tram left support of span 2(Center_Span); Created,by.combining all dead loads and live loads ran sf ian(s)2 Coiltralling Mtn' 3143.Ib 'A1:left suppprtof span,2(Center Span). Createdd by conibininy all dead loads iand'We loads®n spai°t(s)2 Comparisons with`re4uired sections: Recfd_- P vidad 5eiAio'n Modulus:' 19,14.in3, , 42.78 in3. Area(Shear):. "16.54 M2 2775 int Moment,of Inertia(deflection): '52,28 in4 . 197.83 in4 `Mornen€: i78 R=1t? Shear_ 314316 5273•;ib t Cattl?b . DaB� Project:5568 =- "" - Brett Hebert Location:kitchen ceiling beam Icon Legacy Custom Modular Homes,LLC Multi-Loaded Multi-Span Beam ar (2915 International Building Code(2012•NDS)j StruQalc Version 9 O.1.Selinsgrove,PA 1787MI2015 7:03:30 AM (1)1,,0 IN.Steel-Flitch Plate(s)x.(2)1.5-IN x 9.25 IN x 12.83 FT 2.0 Rigidlam LVL-Roseburg Forest products Section Adequate By,:OA% Controlling:Factor:Moment 13EFLECTfl7NS en a L•DADING DIAGRAM' Live Load, 0.14 IN U1QSB Bead Load•. 0.15 in ' Tota€Load 0.29 IN,L1529 Live Load befleclion Criteria:.Li36Q Total Load Deflection Criteria:L1240 REACTIONS. A Live Load 1337 Ib' 2802 1b' Dead Load •1990 lb. 2906. Ib' Total Load,. 3827 lb ,5708 Ib.. . Bearing`'Length 1.76-"in .2.54 in t BEAM DATA Center. .Span Length.. I Z:83• ft AL Unbraced Length-Top t3 f� — - -12.S31Y-----. g- Unbiaced Length-Bottom 12.83' ft Live Load Dbmtion Factor 1.00 .' M&ERIAL PROPERTIES UNIFQRM LOADS Center 2.0 Rig"rrllam LVL=Roseb4rg.Forest.Products Uniform Live Load Ca. plf' Base values Adiosted Uniform Dead Load 0' pit Bending Stress: Fb= 2900 psi Fb'= Mb psi Beam Self Weight 35 plf. orf=t.t?L1 CE=1,00 Total Uniform Load 38 plf, Shear Stress' Fv= 285'psi Fv'= 265 psi T ABS-CENTER P Load Number One . Modufus of Elasticity: E= 2000:ksi E'= 2000:kst Llve Lead 4639 IW Comp•-L to Grain`. Fc--t-= 756.psi Fc--t-'= 750 psi, Dead Load4403 ib Cdntralling'Moment: 28319;t-Ib Location 7,ts it 7.7 Ft from left support-of span 2(Center Span) 'Created by combining alt dead1loads and live loads on span(s)2. 6ontro'lling Shea:. -5708.1b 13.0 Ftfroni left support of span 2(Center Span' Created by combining all dead loads and live.load$on spans)2' Comparisons with required sections: =!d13mvided. Section Modulus' 228.12 in3 249.56_in2l Area(Shear), 80.04,in 161:88'in2 Moment oaf Inertia(deflection): 523.9 Ino 1154.2 M Momenf, 26319.ft Ib, 60310 ft-ib. Shear. >5708 to 30756 lb Flitch Design Requirements Modular Ratio(E-stl/E-wood) n= 14.5 Transformed Section Width w-trans= 17.6 in Allowable Steel Bending Stress Fb-sU= 21600 PSI �•_ t Lmtd.Bending Stress for Transformed Section Fb-stl-lim= 1490 PSI .Ctrl_Bending.Stress for Wood Transform Fh-cont- 1496 PSI &` f'Iate.Width to Thickness Ratio (d/iv-ptate)= 9:25 �;.,�.s � �%�•.<-°.;g � Lmid..Width to thickness Retia for Fy=9A*Fp AWSL= .63,33. AJlowabletS# eI She Stress. Fv=sod 144La0 PS! L€nid',Shear Stress for Wood Transform•, Iv-st€-Tian 993 PSII$_` ctrl.Allowable Shear Stress for Wood Transform Fv-cunt m 285.PSI Percentage,oi Load Carried by Steel Plate Steel'!= 82.86 _ Page Project:5568 Brett Hebert Location:trinity room ceiling beam 111111 Icon Legacy Custom Modular Homes,LLC Multi-Lpaded Multi-Span Beam of [2045 IrtQrnatipnai Buitclirig Code(2012 NOS)) Strucalc Version 9,01.Selinsgrovc,PA 17870/81'2015 7;03:30.AM, ' ,(i)'4;0IN_Steei flitch Plates)x(3)-1.5.tN x 14_.D-IN x 23.25 FT .:2.0 R'igidlam LVL=Rosetsurg Forest Products', Sec#ion Adequate By:0:5°la', Controlling Factor:Moment „ pEFLECT10tt5 . Center 1 f7ADiNCi OtAGfdANt-.. Live Lo"ai& 0:44 iN.L1637 , Dead Load', 0.31 in, -Total Loan; .. ' 075" IN 0371.'. Live Load Deflectlo'Crileria:1t360 Total-Load Dell-action Criteria.L1240 REACTIONS A� Live -oaf ,.° 5136:lb. 5802,lb s Gerd L.oaet, 3349 /6::3972 Iti TI'f tai Load. '8484i Ib 6774, i6, Bearing Length. ,375. in 4.32 in. : BEAM DATA, Center: Span-Length 23.25: "ft. Unbraced Length-Top. - 0 ft A lus to. =B tlnti 666 Length-Bottom 23,25 ft` Live.Load Duration Factor,. -1.00 MATERIALfPRQPERTIES :LI t #R. f} LQAQ Center 7ARijidI6m'LVL-Roseburg Forest,Products Uniform Live Load 275 pil 'Base Values: -wed- Uniform Dead,Load 69. pif Banding Stress: Fb :2900:6s1 Fb'= 290.41.psi Beam Self Weight B3 .pit . 017-1.00 CF=1,00 Total Uniform Load> 407 pi$ Shear Stress` Fv 295 psi Fa' :285>psi pt?IN7 LyQAt)S-CENTER SPAtY cd=Uo.` Load Number, Modulus of Elasticity: E= 2000 ksi.• Fl= 2000:ks! LoaiVe Load, 45 4 Ib Cop,"?to Grain, Fc`- '=. 750,psi P[- l`= :503'.psi Cin=0187 Dead Load 4248:41q:, Locatlbal: "13.33,fi Controlling Mdment;' 76685 ft-lb 13.26 Ft from left'.support of span 2(CenterSpan). Created by combining all dead loads and live loads on span(s),2 Controlling Shear: -9774 lb 23.0 Fi from left support of.spart.2(Center Span) Created by:c6rnbiN60' all,dead'Ipads and`live load:on spa'(s)-2 ;q t' qvle Comparisons With required sections:. Fteo°d Provided Section Maduius, 517.74 Iri3, 620.67:iri3 Area(Shear):. 51.44.,M2' :,266 int iA,` F:e °. r Moment of Inertia.(deilectiori 281.176 in4 4344,§7 in4' g Moment: 76655.°ft-lb 143995 fl-Ib a Flitch Design Requirements.. =z 7 ls7`) Modular Ratio{ silfE•v Doti) n= 14.5 Transformed Section Width, W-trans 19 in 'Altowa6le.Steel Bending Stress Ptrst!= -216100 PSI> Lmtd bending 5tfess.for Tratistortned 56clioti Fl-stiAlm a 1490 PSI: totd;Bending Stress for Wood Transform rb-cont= 1490 P% Plate Width to Ttiicime"ss Rahe (41w-plate)= A Lrntd._Width to Thlc€tiness.Ratio-fior Fv=p.4'Fy AWSL> .6333 Allowable,Steel Shear Strews Fv-sfil 14400,,PSI Lmtd,Shear Stress."forWoodTransform. Fv-sil-liin. 933,1'8/•' .Ctrl.Allowable Shear Stress for Woad Transform. Fv-.cont.= 285 PSI- Percentage of,L bad Carried by Stpei'Plate. :Steel°10= 76,32 Y. Project:5568 _ w � Brett Hebert Location:FAMILY ROOM windimv header Icon Legacy Custom Modular Homes,LLC Multi-Loaded Mulkl-Span Beam 246'Sand Hill Road Qr [2015 International Buiiding.Code(2012 NDS)) StfuCatc Version 9.0"1.Selinsgro,ve,PA 1702n T'2015 1:59:42 Phi {3)TI 5INx.14.0INX3.25FT #2-Spruce-Pine-Fir-Dry'use Section Adequate By:82%, Controlling Facior:Shear CiUTION Laminations are to be fully connecter)to phovide uniform t'ramfst of loads to all m4mlers DEFLECTIONS Center LL}AtDtNO DIAGRAM Live.Load." 0.00 114-U9505 Dead Load 0,00 In- Total nTotal toad 0,01 IN U5737 Live Load DeflectionCriteria.Lt24D Total Load De#lection Criteria;!:;180 REACTIONgi A B Live,Load 3161 lb 1975 Ib ''Dead Load 20601 ib `t307 lb .Total Load 5240 to 3282-its. Bearing Length, 2.74 in 1.72 in rc '1✓3EAM DATA. Center Span,Length 3.25 It tinbraod Length-Top 0. ft aas t<..:..-.....w...,.. __. Un'braced Length-Bottom: 3.215 ft Live,Load Duration Factor 1;:0d Notch Depth 'D.00 UNIFORM LOADS. Center.; Uniform LN61oad 0 Pif 2'; priaea-Pine-Fir Uniform Dead Load 0.plf Base Values Adiusted. Beam Self Weight 11 pIP Sending Stress: Fb= 875 psi Fb'= 906 psi Total Uniform Load 1 1 plf C`d=t.QR_b==0.9D.Cr=t:35 Shear Stress: Fv= 135 psi Fv- 135 psi' POINT LOADS-CENTER SPAM Cd=1,00 Load Number ' One Modulus of•Eiasticity: STROCTURAL LUMBER;' 'LEGACY CUSTOM.MODULAR HOMES INTERACTION CALOOLATIONS # ,:.' 26 71 INA 20129 psl= 30/35 pst' 48/45 pot BAi ANCED.SNOW LOAD.(0si);; "97.5 24.5' 31Z osf' . 'RUBS,NO.:;PM41-3 UNBALAN0Eb'SN0W LOAD(Psf):' .: 40,70 52.72 6k.58:psf jQB NO.:08D540 . OPPOSITE.SIdE,UNI3.SNOW LOAD({isf): 5:25 7,3'S, 9.45 psf PITCH,:rUNBALANCED SHOW LOAD LEPNGTH.,(R). 4.S 8.41 5,02 ft . gPAW,41-3" `ZO.Pst pJthftf aUPA.UuED' :Tc au 10 pfff TRUSS CENTERS:'98` 10 pe VVNERE he 4%' 8C LL ZO psf WHERE.h�A2" BC:LL: 40'0Ff.BEPAiaEEN INNER KNEEVVALLS ME_,WE,R1Nl-FQ. MA-Tift;' E3C"OL:, 1,0 psf; UPLIC 1:. 32.48 psf AT i 1p mph,PCR ASCE 7.05. N?I�3ER: L 1 C'ES 45,3 psfl�Z 130 kigsh FEF2 ASCE7-05 2.'x.10 SPF 42' - s. 2 sir'10 SPS#FZ; MAXIMM suppoRTrtgC ON5 hs: " 12-941.21.=23ZxS'SPF#2, DL+LL.+: OL+LL- DL+'LL+ 'DL+' OL+..' 2 x e SPF#2`, PEA&% 20 Of. 30 psi' 40 psf: '. :90 Mph 130-mph' 2.4=.29 2u4SPF#2 LOAD .SNOW SNOW -'SNdW '.UPLIFT ' UPLIFT 30.. . 2x6'SPF#2. EYTERIORWALL 33.2.9' 716 897.7 1601.7.... ' .--54.1., k1PT3fitC,��IALL d21.8; 3136,8 9x$9.8 1392 ` : "-411 372' ��1.mATINC;,WALL LOADS ARE' FQR BOTH SIDES. MAXIM!JM ItL411glIAPTION&DEFLE :2.v11N6kRASCE,7,,os:;110 a 130.4N Exp.C',C&C PRESSURES: :MAXIM . 3;SNO PEFt,t1 zCE.7 05,,20,3R 8.4U pit MAXIMUM. DEFLECTION 35,'30.?45 pst Sl,Gf=.1.0,,Cs=t.pi B}�iE TifdG i EWGTH IS LI TERAL STANPE FRCtvi RIpGE, CSI '(in) �is 4.WtIdD UPLIFT REACTIONS ARE BASED t iN:G.3 C PRESSURES. BOTTOM ONORO 0:Tt049 - 0.3675i: :477 ' 'IIdD IATERALAND UPLIF:T''ANGh?ORAG.EAT SUPPbRTS.ARE DESIGNED ; TOPCHORD . .0,73023. 0.3773:4 985.. *lM1ttFRs i?REs5URE,5(SEE`CONNECTIQN'SECTION OF MANUAI j,, . . WEB 0,4756T. 0,00' „... P.1G68�95dptZ7ti,,tSSE5t2aa6�A�2sakt1st7=3R•9'�+4t-3.rs�..., .. . CONNECTIONS LEGACY.CUSTOM MODULAR HOMES TRUSS FRAMING PROJECT NUMBER: 080540 DESIGN LOADS', 20 psf GROUND SNOW � TRUSS NUMBER: TWO-41.3 TRUSS PITCH 9112 BALANCED TC LL: 17.5 psf(20 psf MINNIVIUM USED) TRUSS SPACING: 16 In O.G. UNBALANCED TC LL;' 40.78 psf TRUSS SPAN: 61'-3" OPPOSITE SIDE.UNBALANCED TC LL. 's-25 psf, F TC DL: 10 ps1 DC LL: 20 psf WHERE h 242" ( -_ PJC LL: 10 pot WHERE is x 42" ��% f.' BC DL: 1©psf e�i;'''' A'' y! r WIND: 11Dd134 Mph �...„,m yy � + .€ ( rx. :'4_j ' � ns• 4,73.`! ,may, $� _.........._..... _t __•. - •. t't E t CONDITION"A"-RIDGE! MEMBER: 18 _ START JOINT` 44ENIBER: 17 END, JOINT SHEAR CONNECTION DL+LL g DL+116 mph MIND MAX SHEARiDESIGN LOAD= 154.6 IbS' ..:fa.e ctin tntaatu suaa�eev BASED C}N SNOW LOAD C,- 1,15 ^'KJti k3 yL:3!N 7 x.crzarxuu I12E. 2. 18 d NAILS TNTC?EI4D GP,A3N EAC+I EPID- !, USC1t1 ii Nk0.5 RT 5;"O:C THROUGH PLATES . ! DL'*Lt-&nt- 13II'mDh WIND MAX'EREAR;DESIGN LOAD= 154.6 lbs � BASED ON SNOWtoAG Cf,= 1.15' USE 2 16 d NAtL3(NTQ E NO GIR-NNI EACH CND. . USE 40 d NAIL S AT 6°O.C.THROUGH PLATES TFASION CONNECTION DI+t I !L'PL+110 mph VONQ MAX TWMIN DESIGN LOAD= 95.0 ltss. uaaxmcaM C3ASED.ON WND LOAD C= - 1-6 " iu..eur mne"m.irc;e OI FOR T 112"k 2513 STRAP VVITii 2 6 Q NAILS EACH ltd® WTH 2 •16 oa STAPLE EACH END, 4� 1 ALTERNATE CO NM-"ON: [USIH 1, 6'd.NAILS EACH ENO Or 1 r.4 S" DL+LLS DL+130nighWIND' 14A.7tTEN5 ON gE,t)CN LOAD= 139.7 Ib& F w a v watts BASED ON WNDt LOAD C;� )I e eareaascr. OKFOR-11f2"x.2�ga MAP' NTH 2 6 c9.NAILS EACH END LAR WITH 3 16 iia STAPLE EACH END ALTERNATE CONNECTION- USE, '2 $d NAILS,EA.CN END QF.I x 4 . j i V f:t7g3:ik75tS5d�+�43�7fsEi.`•5�»�+t.3A•Ettt2f3t1.kRR+3SS,�--r+..b9F;T1t.R1^77r8.rlS' 54 CONNECTIONS Ns � � i LEGACY C'U'STOM MODULAR HOMES TRUSS FRAIVIING. � ' •. �� a;� 717=��= 4 ' .. ! CONDITION"B"-TOPC14(*DFLIP , MEMBER! 15.1 9 SThE1T`�rC31(T Mgr n�l3-R:' a s l•zt: ENL# JOINT 1 TENSION CONNECTION ' UL+LL 6L+110 iik t WIND, laaiEo NIWND LOAD, Cs= 1<B.., l ESA 4 r6s: aara ns�.o USE 1 6 d NAILS THROUGH SHEATHtN^v'EACH SIDE USE J 18 La STAPLE THRCtUGH SHEATHING 0,CH S m- L*'Lt&°ESL.+•736 mon Uyiran, MAX TENSION 13EMN LOAD 6.7 Flea' 1a4 % x m n"r�xu®vRrdr co. k3ASED Oh9.VviWD WAD' USE.-. ._:.1.• .••6 tl PJA1LS THROUGH SHEATHING EACH SLOE {3R- USE 9 16' STAPI.Etf P66tH SHEATHING EACfi SIDE • SHEAR`CL7SdNECT10N t3L.r LL'a3'bt:+p19 mpn tNINC1:. MAX SHEAR DESIGN LOAD=.': 91',9 Itis' BASED ON,S_RlC3W LC?AC3 Ccs= 1.95- USE 1 '-iG d`NAELS TOECtA1LEt3 EACH END U8E'10'd NAILS AT 11"O.C.-THROUGH PLATES. DL+LL& DL'+Y 33I'non WIND. - 1 MAY.,SHEAR-DE53GNLOAD 114A ibs, i BASED ON WIND COAB: C'y USE Y' 15 d NAILS'TOEI*B4ILLE0 EACH EHD. USE 10 d NAEL•S AT 12"0.C.THROUG34 PLATES -71 COMMON"C".-COLLAR TIE., MEMBER: 24 START 4i7ENT`:. �AtVMBERI 30 mo JOINT 'citalrirma..: DL+LL& dL+1Y0 mph W1N6 . M-SIGNLOAD= ,23$,7,IGS., . BASEL ON WIND LOAD C'US� '� Y.6 • �:--� +LL•: ' R°=AI�ING8C3LtX:IS NCT 16d twAILS'EAGH ENa `3• i?E3]EEtF3ELI, .. - .. _reFrtaw a.sastacranr I.L&� . .r..nsxna t�L_+ D� Y+• 3G rns�Ei WINO ✓ VESIGN LOAD= 339.5 s HASE4 69 t.N:NI),LOAD: USE: 2 16 d NAEL3"E=ACH END : BEARING F?3.00tt'N[IT9Qt.(j1RED • i 3 t a i f ;j P:s�asmseS.imz�.�es�asscssscxosaa©tsnaxs'acus;-tttra4�,'rbua•+r-�a� f 55 i CONNECTIW4S � '' �;: '' LEGACY CUSTOM MODULAR-HbWtES TRUSS FRAMING e3% K b A� C` Ilk`•`-•.s 12122/1 CONDMON' "-INNER'KNEEWALLS. MEMStR: 212,1. START JOINT MEIV18E2: 261;7 END 'JOINT j 5i 3i TENSION CONNECTION F DL+11Lk moh W1NU CESIGN TENSIOt4 LOAD= 873 Ibl- BASED ON VAND,LOAD' C,=. to a OK FOR.1 11i'X 26gm STRAP wi' WITH 5 40 d,NAILS EACK END QR Vi4'TH 7 16'ga STAPLE EACH END �sescs 54AAPr_,_,j - o s ksxra�w�u Rt +LI&DL+130 mph WINK aacuv- C.ES1GiS TENSION Lt3AD.`, 55"t:.4"Ibs FORsn s ImStD t N WIND LOAD Cb= 1.6 Hams: OK.FOR D£31-4 I Ir x 25(ta STRAP y€ SEI VAL" oaz sreeS WITH 1 i0 d NAILS EACFE END OR UYi7 H 11 15 ga STAPLE EACH END `i CDND(710N'E"'-OUTF-R KRNEF-V 1ALL$: MEMBER: 25 i 2FS STAT i JOINT . MEMBER: 25128 END'- JOINT if COfVIFRES51OA1 CONNECTION « UL+L1_8 ,DL+110 mnh VANO r DE SIQN COMPRESSION.LOAR= 25;1.7 lbs aAik�n kWi tt BASED ON SNOWLO�Q Cp= 1.15 o' rapsacec UtE 2 16 d NAILS THROUGH CHORD BLOCK um VA= fart s�scs OL+L!:Ir'DL+130 t,I'!ph WIND, sepcaics Fpfi SP[C» DESIGN S_IGNCOMPRESSION'LOAD= 2517Ihs ' :MAP , BASED ON SNOW LOAD. Cp 5EE CAL= . Pa�scpg?C � Lta^E .2 16 d r9R1L$7i4fiClt}Gkf CHORD BLOCK pEf wcna { c®Rnwcar TENSION CONNECTION DL+LL& DL+110 mph WIND DESIGN TENSION LOAD= 326.5 tbs � BASED ON VWND LOAD ',OK FOR 1 1,-.'x 26ga STRAP %MTH 5 10 d NAILS EACH END i OR XVITH 7 18 ga STAPLE EACH END' ! t DL+LL& DL+13Omob WiNR DES16N.TENSION LOAD= 471.S 155. RASED'0NVVI14DLOPD• C�= 1.B. ° i o r'OR t'f!2',X 26ga STRAP' V&gTH T •16 d NAILS EACH-EW gj? ml 4' 9 16 ga STAPLE EACH END i :i i r:�nas�rssnautms T€tuss��ao aaaoeaoic�Trauss�ur�t'vta al;aui<. 5� r .:t CONNECTIONS' IEGACY CUSTOM[v9t}DULAR HQMI_S; TRUSS FRAMING' ��'`��. ��# � �� d''tL Gg. P'`•'�ts .`a'F.iw� ii a r$g eyAVy{ pcgp{F GONDITION"F"=I{1EEL: Mr-maER.. i i12 START'::IOINT; MEMBER:,' 1"1123,' END, JOINT Tt7F CHORD 6L+LL& DL+Yid'm66 WIND DESIGN LOAD :125.9 Ibs 4 BASM qN VOND LOAD C;�. i.G � USE . :i.' `l12'BOLT PLUS-' d 0 '.6 d NAILS PER GUSSE'i T EACA SIDE' 0 16 us STAPLE PER CjU55EiT.EAGH SIDE I. bL+Lt& OIL+I'M mish WIND M: DESIGN LOAD= rk2 ib5. 9i BASED ON ANIND'LOAD C = IA u+uc. USE 'I •1iZ'B0LTPL1JS 1• - '6 d NAILS PER GUSSM.EAGN SIDE OR t; 16 p STAPLE PER GUSSETT EACH;SIDS: F3tJY)OM OFiOf?h. DL v LL k r&4 jig mp�1tVIND j DESIGN LOAD= 335.5,Ibs :=BASED ON VVIND LOAD qu 1,6 USE. ; -2 .6 d NAILS PER GUSSETT EACH SIDE f? usr. 4_• 'i6[I STkPLE PER GUSSETT EACH SIDE 1 P4+L,L& UI_+930 moi wlcuti bE$IGN LOAD ._ . 44!5+6 16s' sj BASED ON WIND LOAD C,= USE 3 6 d NAILS PER;GUSSETT EACH SIDE _ R. USE 'fr. ..--#6' a STAPLE PEt2 GUSSETT.EJiCIiSIDE ... CONDITION-W,BOTTOM CHORD AT CENTEi2: YfE!J BER: B a, START, -JOINT MEMBER: 5/@., END JOINT I DL+-LL&•DL+i 16=h WIND' ....... ......._+.Y........ DESIGN;LOAD 3,9 _ sri`r.an®,sr,�nHuapnc, 3_ >5 Ibs A�ftt&b RtilLi.tlB.t4- . BASED ON V49Nt3 LtiAD,.` TTUSE 3 16 NAILS'THf2OUfiH,DECiUNGEACHSIDE I • 1 I1 �..I' �},L±LLY�La 43®rn®h WIND': . DESIGN LOAD= 4,M6.Itis' BASED ON VV Wb LOAD. Cp USE '4� ' #6 ii NAILS THROUGH:DECKING-EACH BIDE t i 4 F;12Fr4^9`A9kSRGt2GOfi TRifSfiES.A3if e'0�280XttH1358-FRF�'tE-TtRab33,�3 57 c REScheck Software Version 4.6.1 Compliance Certificate Project WEBER #3 � `; Energy Code: 2010 New York Energy Conservationtu . Location: Suffolk County, New York Construction Type: Single-family ? Project Type: New Construction Conditioned Floor Area: 4,169 ft2 Glazing Area 16% bR Climate Zone: 4 (5750 HDD) 07/15/16 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 150 BUDDS POND RD NE CUSTOM MODULAR, INC. ICON LEGACY CMH SOUTHOLD, NY 11971 150 WATERVIEW DRIVE 246 SAND HILL RD SOUTHOLD, NY 11971 SELINSGROVE, PA 17870 '1111 1 11111;1111111 I e • i 0' 0 77 Compliance: 13.8%Better Than Code Maximum UA: 581 Your UA: 501 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Areti cavity- 'cont, Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 2,085 38.0 0.0 0.030 63 Wall 1:Wood Frame, 16"o.c. 3,506 21.0 0.0 0.057 166 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 501 0.310 155 Door 1:Solid 37 0.170 6 Door 2: Glass 53 0.250 13 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,085 19.0 0.0 0.047 98 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 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ^ ICON LEGACY CMH U 7/12/16 Name-Title Signature Date Project Title: WEBER#3 Report date: 07/12/16 Data filename: \\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 1 of 6 REScheck Software Version 4.6.1 LiInspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code 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. Section ,Plans'Verified Field Verified # Pre-inspection/Plan Review Complies? i .Comments/Assumptions &Req.ID Value Value 103.2 ;Construction drawings and f 4❑Complies [PR1]1 =documentation sufficiently i '❑Does Not .demonstrates energy code ;compliance for the building .d•, ❑Not Observable lenvelope. 4❑Not Applicable .......-.-.......... - 103.2, 'Construction drawings and [ _.'❑Complies 403.7 ;documentation sufficiently i° : _ ❑Does Not [PR3]1 :demonstrates energy code L. 14 ;compliance for lighting and [e g . % o. ❑Not Observable ;mechanical systems. Systems ?❑Not Applicable serving multiple dwelling units € ;must demonstrate compliance _ ;with the commercial code. }, 403.6 ;Heating and cooling equipment is' Heating: Heating: ❑Complies [PR2]2 ;sized per ACCA Manual S based Btu/hr Btu/hr IDDoes Not on loads per ACCA Manual J or Cooling: Cooling: (]Not Observable - ;other approved methods. : Btu/hr ; Btu/hr ❑Not Applicable i Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: WEBER#3 Report date: 07/12/16 Data filename:\\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 2 of 6 2010 New York ":: Foundation Inspection Complies?,;,• Comments/Assumption$'` Energy` 303.2.1 •,Exposed foundation insulation ;❑Complies (F011]2' protection. =❑Does Not S i 3 f ?' ;❑Not Observable; ❑Not Applicable 403.8 #Snow melt controls. j❑Complies IF01212" , 3 ;❑Does Not :E-]Not Observable =❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 3. Medium Impact(Tier 2) ]_!::o Impact(Tier 3) Project Title: WEBER #3 Report date: 07/12/16 Data filename:\\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 3 of 6 .4 • Section 'Plans Verified Field Verified .. # Framirig./Rough-In'Inspection Value Value Compiles? Comments/Assumptions & Re_JD 402.4.4 ;Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting 3❑Does Not :AAMA/WDMA/CSA 101/I.S.2/A440 ,or has infiltration rates per NFRC [-]Not Observable 400 that do not exceed code ❑Not Applicable i limits. 402.4.5 ;IC-rated recessed lighting fixtures , ❑Complies [FR16]2 =sealed at housing/interior finish •. "'' ❑Does Not ;and labeled to indicate&It;=2.0 ' :° --�- Icfm leakage at 75 Pa. '`�`"� ❑Not Observable I ( UNot Applicable 403.2.2 !All joints and seams of air ducts, ; '❑Complies [FR13]1 lair handlers,filter boxes,and ❑Does Not building cavities used as return ° - ,t❑Not Observable ,ducts are sealed. (❑Not Applicable 403.2.3 ,Building cavities are not used as •; `❑Complies [FR15]3 :ducts or plenums. =❑Does Not ❑Not Observable s I ;❑Not Applicable 403.3 HVAC piping conveying fluids ` R- R- ❑Complies [FR17]2 above 105°F or chilled fluids I ❑Does Not y below 55 9F are insulated to R-3. ' ❑Not Observable ❑Not Applicable 403.4 ;Circulating service hot water R- R- '❑Complies [FR18]2' !pipes are insulated to R-2. ❑Does Not ❑Not Observable ❑Not Applicable 403.5" Automatic or gravity dampers are , :❑Complies [FR19]? ;installed on all outdoor air ❑Does Not ;intakes and exhausts. ❑Not Observable t UNot Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: WEBER#3 Report date: 07/12/16 Data filename:\\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 4 of 6 2010 New York Insulation Inspection Complies?' Comments/Assumptions .-Energy_ 303.1 ',All installed insulation labeled or ,❑Complies jIN1312 :installed R-values provided. :❑Does Not Vis? ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: WEBER#3 Report date: 07/12/16 Data filename: \\Legacynas\engineering\DRAW[NGS\ORDERS\5500-5599\5568-NY\5568.rck Page 5 of 6 ,Section, Plans Verified Field;Verified #' Final inspection Provisions Complies? �1 Comment's/Assumptions' &_Req:ID `Value. Value 402.4.2, ;Building envelope tightness ACH 50= ACH 50 = ;❑Complies 402.4.2.1 :verified by blower door test result: ❑Does Not [FI17]1 :of<7 ACH at 50 Pa.This ;requirement may instead be met ' ❑Not Observable ;via visual inspection, in which ❑Not Applicable Ecase verification may need to occur during Insulation ;Inspection. _ 403.2.2 ;Duct tightness via post- cfm cfm :❑Complies [FI4]1 ;construction with maximum ❑Does Not leakage of 8 cfm to outdoors,or ❑Not Observable ;12 cfm across systems. For ;rough-in tests,verification may ❑Not Applicable need to occur during Framing :Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 4[03.1.1Programmable thermostats installed on forced air furnaces. l y., ° ❑❑CDoomesplies Not ❑Not Observable a: '❑Not Applicable 403.1.2 ;Heat pump thermostat installed ,: ❑Complies [F110]2 ' on heat pumps. i. " <❑Does Not ❑Not Observable { € =❑Not Applicable 403.4 :Circulating service hot water '°` ❑Complies [Flll]2 lsystems have automatic or [ ❑Does Not =accessible manual controls. i❑Not Observable } I :• I❑Not Applicable 401,3 ;Compliance certificate posted. + '❑Complies [F1712 F 3❑Does Not ? I `❑Not Observable 3 d❑Not Applicable _— _..._._...._—...----._... —----_°..,.._ . _a._.._.....< m �; _........ —.._......... ...................._..__.............---....-- 303:3 ;Manufacturer manuals for £ f❑Complies jF118R .3 mechanical and water heating `❑Does Not ;equipment have been provided. J❑Not Observable s. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1'2'1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: WEBER#3 Report date: 07/12/16 Data filename: \\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 6 of 6 2010 New York Energy ti Construction Energy Efficiency Certificate �010 . . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/Roof 38.00 Ductwork (unconditioned spaces): ®.. FAq or Window 0.31 Door 0.25 Heating System: Cooling System: Water Heater: Name: Date: Comments 6 s <, REScheck Software Version 4.6.1 Compliance Certificate Project WEBER #3 „ Energy Code: 2010 New York Energy Conservation Location: Suffolk County, ' � y New York ,: ''' tea Construction Type: Single-family Project Type: New Construction Y ; Conditioned Floor Area: 4,169 ft2 t 7(17 Glazing Area 20% �.-e. Climate Zone: 4 (5750 HDD) l'#"• � a Permit Date: 12/22/15 Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 150 BUDDS POND RD NE CUSTOM MODULAR, INC. ICON LEGACY CMH SOUTHOLD, NY 11971 150 WATERVIEW DRIVE 246 SAND HILL RD SOUTHOLD, NY 11971 SELINSGROVE, PA 17870 Compliance: 7.6%Better Than Code Maximum UA: 580 Your UA: 536 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies -,P4�act6r VA PerinI Ceiling 1: Flat Ceiling or Scissor Truss 2,085 38.0 0.0 0.030 63 Wall 1:Wood Frame, 16"D.C. 3,506 21.0 0.0 0.057 158 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 638 0.310 198 Door 1: Solid 37 0.170 6 Door 2: Glass 53 0.250 13 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,085 19.0 0.0 0.047 98 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 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ICON LEGACY CMH R12/14/15 Name-Title Signature Date Project Title: WEBER#3 Report date: 09/04/15 Data filename: \\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568=NY\5568.rck Page 1 of 6 REScheck Software Versi®n 4.6.7. AV LVJInspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code 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. Section Plans Verified Field Verified i # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions 103.2 :Construction drawings and ;❑Complies [PRl]1 `documentation sufficiently UDoes Not ,- demonstrates energy code ❑Not Observable :compliance for the building 'envelope. ; ,. ❑Not Applicable _-...._...... -- -._._....._._,n....:.........._ �m..._ .� _ __ ._;.--....---.............._.._..—_ ...............-.......---...__............ 103.2, ;Construction drawings and 10Complies 403.7 ;documentation sufficiently ; €❑Does Not [PR311 !demonstrates energy code ;❑Not Observable 'compliance for lighting and 'mechanical systems.Systems `UNot Applicable :serving multiple dwelling units must demonstrate compliance :with the commercial code. ._......._._.....-; 403.6 =Heating and cooling equipment is Heating: Heating: ❑Complies [PR212 sized per ACCA Manual S based Btu/hr Btu/hr `❑Does Not ion loads per ACCA Manual J or i Cooling Cooling ❑Not Observable other approved methods. Btu/hrBtu/hr ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) J 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: WEBER #3 Report date: 09/04/15 Data filename:\\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 2 of 6 4 V 2010 New York Foundation Inspection Complies? Comments/Assumptions Ener9Y. . .. 303.2.1 :'Exposed foundation insulation '❑Complies ; [FO7:1]2 3 protection. ;❑Does Not ❑Not Observable; ❑Not Applicable 403.8 ";Snow melt controls. ;❑Complies ; [F012]2 ;❑Does Not ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: WEBER#3 Report date: 09/04/15 Data filename: \\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 3 of 6 i Section Plans Verified - Field Verified . # Framing/Rough-in Inspection Value Value Complies? s Comments/Assumptions & Req.ID 402.4.4 Fenestration that is not site built ° ❑Complies [FR20]1 'is listed and labeled as meeting ` " ❑Does Not y AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable ;400 that do not exceed code ) ❑Not Applicable !limits. 402.4.5 1IC-rated recessed lighting fixtures; " ° E❑Complies [FR16]2 {sealed at housing/interior finish !❑Does Not land labeled to indicate&It;=2.0 s ° ;cfm leakage at 75 Pa. s €❑Not Observable j ❑Not Applicable 403.2.2 All joints and seams of air ducts, !❑Complies [FR13]1 lair handlers,filter boxes,and .❑Does Not ;building cavities used as return ;ducts are sealed. ,❑Not Observable i i❑Not Applicable __._......_.........._.._._...._._.......... ._.....__..._.................._...._......._.._..._w-...w...._.___ -..:., ;- —.._.................._......- - ---......._._..----.._.........—._.._..__.__ ... 403.2,3 !Building cavities are not used as ; ;❑Complies [FR15]3 !ducts or plenums. ' }❑Does Not ;# E ;❑Not Observable ° = F UNat Applicable .............._ _....._............---.............---................._..._�_.__ :�_._.:a. ___ __. .._._.__.._..—__._..__.._.........._._......_ _....---.._-......__............__.__............_.__.._ 403.3 ;HVAC piping conveying fluids R- R- ❑Complies [FR1712 =above 105°F or chilled fluids UDoes Not below 55°F are insulated to R-3. ❑Not Observable i ❑Not Applicable 403.4 ;Circulating service hot water R- R- ❑Complies [FR18]2 °pipes are insulated to R-2. ❑Does Not 3 ❑Not Observable ❑Not Applicable 403.5 ;Automatic or gravity dampers are x❑Complies [FR1912 'installed on all outdoor air ) ;❑Does Not intakes and exhausts. i ❑Not Observable {❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: WEBER #3 Report date: 09/04/15 Data filename: \\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 4 of 6 c 2010 New ,York Insulation Inspection Complies?, Comments/Assumptions Energy _ 303.1 All installed insulation labeled or ,❑Complies [IN13]2 ;installed R-values provided. PDoes Not ❑Not Observable; } :[]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: WEBER #3 Report date: 09/04/15 Data filename:\\Legacynas\engineering\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 5 of 6 Section Plans Verified Field Verified #' Final Inspection Provisions Complies?' Comments/r0.ssumptions &Re ID Value: Value 402.4.2, ;Building envelope tightness ACH 50=— ACH 50 = ❑Complies 402.4.2.1 verified by blower door test result: ❑Does Not [FI17]1 :of<7 ACH at 50 Pa.This ❑Not Observable ;requirement may instead be met ;via visual inspection, in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 ;Duct tightness via post- cfm cfm °❑Complies [FI4]1 ;construction with maximum ;❑Does Not ;leakage of 8 cfm to outdoors,or ❑Not Observable s :12 cfm across systems.For rough-in tests,verification may ❑Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems i and 4 cfm without air handler. 403.1.1 1 Programmable thermostats °;s❑Complies [F19)2 1 installed on forced air furnaces. . - PDoes Not -i; =❑Not Observable ❑Not Applicable j 403.1;2 'Heat pump thermostat installed , E❑Complies [FIlO]2 ion heat pumps. i❑Does Not '❑Not Observable I ;❑Not Applicable 403.4 Circulating service hot water {❑Complies [FI1112 !systems have automatic or ]❑Does Not, ,accessible manual controls. I ❑Not Observable ` J❑Not Applicable 401.3 ;Compliance certificate posted. B,b ° ❑Complies [FI7)2 ❑Does Not _ 3 .• Not Observable IE]Not Applicable 303.3 ;Manufacturer manuals for ; ❑Complies [FI18]3 ,mechanical and water heating i❑Does Not equipment have been provided. ❑Not Observable i❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title: WEBER#3 Report date: 09/04/15 Data filename:\\Legacynas\engineed ng\DRAWINGS\ORDERS\5500-5599\5568-NY\5568.rck Page 6 of 6 1 _ APPROVED AS NOTED DATE: . B.P.# FEE: BY:_ _ Gwp''v" NOTIF BUILDING DE=AR-i m- 765-1802 8 AM TO 4 PM FCR THE AS .=.. FOLLOWING INSPECTIONS: GF 1. FOUNDATION - TWO REQUiRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION -7A2.=7, KD AWN TAWT991 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. VIDEO DEO ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW DRAINAGE 1NSPECT!ONS ARE REQUIREDYORK STATE. NOT RESPONSIBLE FOR Contact TOS Engineering at 765-1560 before DESIGN OR CONSTRUCTION ERRORS. Backfill,OR Provide engineer's Certification that the drainage Fias bead installed to Code. OCCUPANCY OR USE IS UNLAWFULPLUMBF_R CER-i,'!--ICA TION ON LEAD COiJTEi�; BEFORE . WITHOUT CERTIFICATE CERTfFICATE OF OCCLIPANCX OF OCCUPANCY SOLDER C'Sr--D IN WATER rSUPPL.YCYS7-EtvI CAPvtVOT EXCEED al G O % LEAD.. DO NOT PROCEED WITH_, FRAMING UNTIL SURVEY �� I��i� .OF FOUNDATION LOCATION 'MAS BEEN-APPROy9v' ALAT L VESTING Btz:-ci NEED r,iiE COVERINC��^ y>.�:a ELECTRICAL INSPECTION REQUIRED TRUSS PLACARDING REQUIRED 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 12231-0001 RoSSANA ROSADO TELEPHONE:(518)474-4073 SECRETARY OF STATE WWW.DOS.NY.GOV July 17, 2016 Robert Wilkinson Icon Legacy CMH 246 Sand Hill Road Selinsgrove, PA 17870 RE: Extension#1 to approved system M006-2014-076 Tracking Number for Renewal: M006-2016-044 Dear Mr. Wilkinson: This letter is to inform the Code Enforcement Official that the New York State Department of State(DOS) has granted the extension of the current expiration date of July 17, 2016 to allow the construction of factory manufactured Detached One and Two-Family and Townhouse models under the system approval designated M006-2014-075. The extension will allow additional time for review of the documents for compliance to the newly adopted 2015 Codes. The manufacturer shall be responsible for assuring that the dwelling units or components bearing insignias issued during the extension period comply with the requirements of the Residential Code of New York State, 2010 Edition. This extension will expire on October 3, 2016 unless sooner replaced by full approval of the System renewal. When submitting an application for a building permit to the local code official, please provide a copy of this letter along with the original approval letter, dated July 17, 2014 as well as the plans a have been stamped approve your office. Sincerely, Don Thomas Jr., AIA Division of Code Enforcement and Administration Cc: Rick Wenner, PFS Corporation (email) NEW YORK I =ent STATE OF OPPORTUNITY_ ' 1 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: o 0 Y D WJ'V H, �G��DL�sG 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A Q CC N O o d SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL O,�C„l cV,r• NO.M006-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN V.- u SHEET# DESCRIPTION MODIFIED IN ANY WAY. R d 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE?OF NEW YORK STATE. LES E-0 1 COVER SHEET x> -mow 2A FRONT ELEVATION OCCUPANT LOAD: 1 & 2 FAMILY A O z �`!2, USE GROUP: SINGLE FAMILY O 2B REAR ELEVATION z p CONSTRUCTION TYPE: VB 2C LEFT ELEVATION w a 3 2D RIGHT ELEVATION I cow Legacy Custom n 3 3A IST STORY FLOOR PLAN D-EUGH LOAADS Modular Homes, LLC U 38 2ND STORY FLOOR PLAN ROOF LIVE LOAD: 20 PSF U L < 4A 1ST STORY ELECTRICAL PLAN ROOF DEAD LOAD: 10 PSF i:7 4B 2ND STORY ELECTRICAL PLAN CEILING DEAD LOAD: 10 PSF CO1V�T EGACY 246 SAND HILL ROAD w SELINSGROVE PA 17870 I� F 5A FOUNDATION PLAN CEILING LIVE LOAD: 20 PSF (STORAGE) / 30 PSF (HABITABLE) o 6A 5/12 41'-3" RAFTER FLOOR LIVE LOAD: 40 PSF PHONE 570-374-3280 z 6B 5/12 41'-3" RAFTER CONNECTIONS FLOOR DEAD LOAD: 10 PSF FAX 570-374-1 122 ° Oa 7A 5/12 CROSS SECTION HORIZONTAL WIND LOAD: 120 MPH (3 SEC GUST) WWW.ICONLEGACY.COM 7B SEARWALL FASTENING SECTION EXPOSURE: B Custom Modular Homes, LL 7C SEARWALL FASTENING DETAILS GROUND SNOW LOAD: 20 PSF 8A D&W SCHEDULE SEISMIC CATEGORY: C = r � 9A 1ST STORY HEATLOSS MPIL[ICAIRLE CODES M 9B 2ND STORY HEATLOSS IOA 1ST STORY SHEARWALL PLAN 2010 RESIDENTIAL CODE OF NEW YORK STATE 106 2ND STORY SHEARWALL PLAN 2008 NATIONAL ELECTRICAL CODE co ENERGY CONSERVATION CONSTRUCTION CODE OF NYS-2010 EDITIONz w RES CHECK o N" #5b` 68 TWO - S`iUAO�4RY WIND CALCS STRUT CALCS � w w ONSULATION VALUES w ROOF TO EXTERIOR: R-38CD a _N EXTERIOR WALLS TO EXTERIOR: R-21 HIGH DENSITY Hill IH] r` FLOOR TO BASEMENT OR CRAWL SPACE: R-19 (ON SITE) III IIIIIIIIIIIIIIIIIHIIIIIIIIIIii Ill 11 111111 111111 Ill 11 IMP IIIIII IIIIII IIIIII 111111 ill 11 IIIIIIIIIIIII01 Hill Ill Ill IllEkfr 21 0 H— cn �w o0 0 N�� z ---------- ---------- RN v z o R.A. AN_ of In Owl Q 0 rCO O LU 0 :::> = t: THESE DRAWINGS ARE DESIGNED TO BE USED �z��g�_cn o n�r7�o FOR THE CONSTRUCTION OF FACTORY BUILT 0 70 HOUSING UNITS. THESE UNITS ARE DESIGNED IN ACCORDANCE WITH THE APPROVED SYSTEMS COVER PAGE PACKAGE AND THE APPLICABLE STATE O71�JI O HIS BUI DING HAS BEEN ffPoLL I/0 PACE f BUILDING CODES AS LISTED ABOVE ON THIS EI(1RACFEDFftOMANAPPROFD r S151NS OR PER MODEL APPROV O �V S� PAGE. 1 f �� (`^J TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: L]<o O 1.THIS FACTORY-MANUFACTURED HCME(FMH)PLAN HAS BEEN DERIVED FROM A oo N ATTIC SOFT: 2094 F '-a � SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL ¢��cV U VENTILATION REQUIRED:7 SQ. FT. WW,44 NO.MOD6-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN C SOFFIT REQUIRED: 85.42 LF(8 PCS @ 5.9 SO. IN./SQ. FT.) p } 4� MODIFIED IN ANY WAY. �"0.- U RIDGE VENT REQUIRED: 27.54 LF (7 PCS @ 18.3 SQ. IN./SQ. FT.) '>�yr: DMi 2.THE ENERGY PLANS ARE IN COMPLIANCE W THE REQUIREMENTS OF THE ENERGY M n o ''ii -6. �� CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. ;p c•1 W xO�oa IN 0 V) zX L74 t� X0787 07/15/16 a p q O s Q E U � �I U ROOF PEAK m m W"I'LILL mil I mi I.mill III 111 11 11 111111 1�1 I IT 11 11 IT 11 11 It 11 11 11 IT 11 11 IT 11 11 It 11 11 It 11 11 It 11 11 It 11 11 It 11 111111 11 1111111111111111 1 IIITII IIII H I IIITII 111 11 11 1 1 #111 IWI I I MI I 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IL-4 11 12 I o N 9 Lnn F II IT 11 11 w of IT 11 11 w a ® ® ® F LLJ DEHH _HHEHH p U -I N O o r Er n CD U) !n O o s i m 3O FCO U Z SILL PLATE — Br O1.5 S E1' < p J o Q p - O z � Cl � (n p�r7 p p Y NCo U� � Wo00-Lr) m hp >-L.�zip-'Loo WW oLR7 O'-�wln— aco oCn��n w0 FRONT ELEVATION FfKM ELEVATION THIS BNLBNG HAS BEEN SERAL U ORDER I PACE k EXTRACTED O RRLN AN APPROVED A SYSkw TEMS OR PER NOBEL APPROYA 0#556 L r TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: o • � 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A Q a N O •x. = - SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL R h N N V 3•K" �pp� NO.M006-2014-075.EXPIRATION DATE 7/16/2016,W410H HAS NOT BEEN O'r MODIFIED IN ANY WAY. P4<M ,✓�+/'_'j,�,,°! ��JJ t�^ ii t 2.THE ENERGY PLANS ARE IN COMPLIANCE NTH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. c CD w�� .r0 Z>C } c l to z If L kt1. v x w C-4 g +�7 ' V ' fyGrp :> o s d7/1 5116 � �DL O n z o � UN �U v I IT 11 11m m 11 11 IT 11 11 IT 11 11 IT I 111 11 1111 11 1111 111 1111 1111 11 11 111 11 1 11 11 IT 11 1111 1111 11 1 11 11 11 11 11 11 it 11 11 IT 11 11 it 11 11 IT 11 11 it 11 11 1111 11 IT 11 11111111hill ,14111 10,11,41111#11 wil I I lillilliNil 1 11 1 11 11 1 11 11 11 11 11 1 11 IT 11 11 111111 1 1111 11 111111 JIITII IIITII 111 11 11 IT 11 11 If 11 11 IT 11 111111 11 IT 11 1 11 if 11 11.111 11 1 11 1 1 cr) 1 1111 11 11 IT I 1 1111 1 1 IT 11 11 IT 11 11 IT 11 11 z ~ O co I 111 11 mll I 1 11 111111 111111 11111 111111 111111 11 11 1 11 1 11 11 1 1 111111 1111 11 1 11 1 11 7FRI 111 11 1 11 1 11 1 11 1 w => 111111-11 IT 11 1111 1 IT 11 11 IT 11 11 IT 11 11 Fil 11 IT 11 1111 1111 1111 1 w a 0 c= Q N \ F� fif U } O ON-SITE BALCONYgo cf' rn>� o 0 W� EFo� �z rn o � U Z fY � Q J � Z O O => (I- => L=> to O Wr'7 p cn V)o � O J Cb m 2 Q (D U wI- L'oa0-Lr) m IO :>.Ll (O IZLC7 ow W¢L!7 0 Lf -5 2!:�� U)ocn Ln O REAR ELEVATION 11115 B'JIIDINC NAS 6EEN S AL I/OW I PACE I. EXiRACIEO FR(H AN APPROVED SYS7EM5 OR PE/R M/DOE/7/APPROYA 0#5568 2B ��vV TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: Ga o O 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A 4 N N U SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL O,_.c7 N N0.M006-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN ¢ r,U MODIFIED IN ANY WAY. P. 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE RECUIREMENTS OF THE ENERGY tNi Q CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. x> Sr-�o U.a 'O1 r zx,. 's �a°xw3 tu 4744' at�t�f .g*.3 Urn 1 k,p W x ti a N ZO 07/15/16 ,. r = m m 5� z ~ o C/) w � � w m FM Em H HE H Effi NCD z p \ U r 0 W o= o � FFH F± ;Z RC'4 YOd- BY H ICON BU Z O_ 0 Q J � z 0 0 � a � cn C) o a c~n oo LEFT SIDE ELEVATION u w� `° o��w� E]]IO >w�cD 4L.C) M2CD Ln� ��cnIEnIn wcD Lfff ELEVATION MS BORDWC HAS BEEN g�Ai 11 ORDER I PACE/. EXIRACIEO FROV AN APPROVED SYSTEMS OR PER MODEL APPROY 0#5568 2C kW TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: o O 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A Q W N V SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVALC4 cV NO.M006-2014-075.EXPIRATION DATE 7/16/2016,WAICH HAS NOT BEEN C.¢V.r C) MODIFIED IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE KITH THE REOUIREMENTS OF THE ENERGY W M Q CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. ';.'�W.-.-m VJ ONO W "AZO ZOQ Tn YY J 0,787-151. llx " 5 °ox ' 07115/16 ° ° 4 U m m S zw _o Ln N � w of w a ® ® ® ® co o z Q N _ I _ U } o HHH ±H cn 0 a,NCD w� I �z o � �}�o BY ICON U BY 0 Z ET_ J Qf � Q _ 0 Z O O 0- Lf) O Wr7 p � LEFT SIDE ELEVATION d awm o Y O�Cr p7 = p coo � =DLCL COU!]-0-5 ow�wsn Og=wEn� aco pEn J')�O LEFT ELEVATM THIS BUIDNNO HAS BEEN SERA-I/ORDM I PACE k E%TRACTEO EROd AN APPROVED SYS TENS OR PER MAPPROY 0#5568 2C kbOOD. A r TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: ' O BUILDER IS RESPONSIBLE TO PROVIDE ICON LEGACY C.M.H. 1.,HIS FACTORY-MANUFACTURED HOME(FMH)PUN HAS BEEN DERIVED FROM A Q ib N WITH ANY LOCAL/STATE CODES OR AMENDMENTS THAT WILL SYSTEM SET F67H PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL O M N0.M006-201414-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN MODIFIED IN ANY WAY. w-<4-, U EFFECT THE DESIGN AND CONSTRUCTION OF THE HOUSE. 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE EVENTS OF THE ENERGY STATE. .a Q.M CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, W O c+Y W � O..1 QO'r'1'"Z 2sa C7[i] 5'-10" 16'-7Y° 22'-1" 27-7" 32'-6" 39'-4" 46'-2" 50'-0° .� 3 3-2%BSPF/Z }2%.0�SPF j2 3-2%BSPF/2 }2%bSPF 62 � � � d1z �` t - `•�± � p� ��' 3-TX-SPF Pt y, V JO68 J-2%6SPF 2 HEADER HEADF�R HE XEAOER xEADER 4 r •A 3{3"e�' B NOR.O 80 AFF NOR.0 89 AFF HDR.0 89'AFF 3-1 I/2%9 1/4 HEADER DATA PLATE,STATE 2032 2032 2032 2032 2032 2032 JDfi2 LVL HEADER 8068 3062 ;tl1` y4aN. 'y �a' V k PFS LABEL LOC'N. 1Yit t J J 19'-4Y" G �� 4 ~tfS ED'-1" aati B72 p O SPACE 030 B30 BJO 830 W tie 00 '�. t SHIPLOOSE SNK 8 FAUCET :' yfI.1 L a 40 _ \\ i 3'-0" 3 KrrQHEN Z O COUNTERTOPS ON-SITE BY OTHERS FAMILY ROOM 07/15/16 o w � S' 0 426.32 ISO FT.OF ROOM h p 7-SY• 2'-0° 3 0 830 B30 B30 B30 34.11 LIGHT REID ~ U -n fQ O 17.05 VENT REO'D U •I b'-2° 101.24 UGIT PROVO N m R 53.91 VENT PROVO Q I m SUFFICIENT UGHT AND VENT PROVO I 930 B3(1 B30 B30 1 • BATH N n o r j m m I m ! M -- -------------°I ---------------------- I 3 I r- 4Ai' WIT CEILINGI I WIT CEILING � GYP 3'-11' 2%8 GYP S-11' ` 0 2/6 rn 2%8 2%B j.24 23'-1Y" m w '3'-4" 6'-11" 11'-9" 3) 1 X 16 L.V.L. EACH SIDE _ � 4)1�1 X 9�L.VL EACH SIDE WITH 1 12"STEEL FLITC -- �--------------------------------- wc� oGn B24 B14 824 'n OS;y�' �h WY2442 Y(1442 N2442 1.6 12'-Q 14'-10" 4' 8' • :r 6'-0' 12-7° !I ----------------------1 W II �N VD�tB 49J6FH Y➢x118 O I � I N 7wic.rBATH 933-0" 3'-3YWIT CEILING ! iV ! GYP S-11• m" I }- N WIT CAUNG 2/5 ASA:1-,+/i•,m i !-Pm 4 CiP 6J�1 C -- � GYP 3'-11" I I I, 6 2/6 2.6 2/6 2Afi xCD 7-D° L 4'-9" 2'-10° -3'-7Y HEADER:2-1 1/2'.9 1/4'M.L.-•A'MODULE ONLY v) o � o - .14 eF- FRAME OUT FLOOR k CEILING w DINING ROOM \\F�` BY OTHERS 22G6 I BEDROOM tN \ / I T20.69 SOFT.OF ROW - .i 151.77 SOFT.OF ROON \ / 17.66 LIGHT REVD M= - 1214 UGHT REID \ / 8.83 VENT REID Ta o CO 6.07 VENT REVD \ / FOYER 41.24 LIGHT PROVO G 41.24 LIGHT PROVO 22.92 PENT PROVO T2.92 VENT PR X I�o v! SUFFlgENT LIkIT ANO VENT PROVO Nz ACV 5� SUFFICIENT UgiT AND VENT PROVO R / \ 7'_0• \ 10'-0° 2'-0° 16'-9" ;.Y tr 0 HE YI 1/2•A I 1. J o - c rn }2%65PF�2 3046 }2%6SPF/2 3046 3-21105PF 02 3068 3-2MSPF g2 3046 3-2%6SPF R2 3046 Z HEAO�R HEADER HEADER I(2)12•SL HEA[1ER HEADER CD 3'-9° 10'-2 t----- 39'-10" 46'-3" 50'-0° 2'-0" 7'-h0° 2'-0" O�r-> mp pJ Y NOTES: 5-6• 5-6" �0L3 m o 1.0 00 U w q'j .00�.0 1. 2x6 EXTERIOR WALLS @ 16" O.C. 19'-6° 11'-O"-BUMP-OUT 19-s9i ��a2. 2x4 & 2x6 MARRIAGE WALLS @ 16" C. oW�W LO� oCLCDo 3. 9'-0" 1ST FLOOR CEILING HEIGHT 8'-0" 2ND FLOOR CEILING HEIGHT sr sroET'r Rooe PLAN 4. ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG WINDOWS 2010 RESIDENTIAL CODE OF NEW YORK STATE 5. 160,000 TOTAL BTU HEAT LOSS ,HIS BUI DWG HA59EEN 6EFIA uGR ER4 PAGE e 6. 5/12 NON-STORAGE RAFTER @ 16" O.C. 2008 NATIONAL ELECTRICAL CODE ,ISACTEOFRMANAPPROYFD �A 6YSTENG DR I�NwEL APNIOY O#5568 7. 8 1/4" X 9" STAIR GEOMETRY ENERGY CONSERVATION CODE OF NYS-2010 EDITION .... 8. HANDRAIL MUST COMPLY WITH R311.5.6 NY RESIDENTIAL CODE TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: Ca c O O 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A ¢ N N U SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL O.--,T,.T P NO.M006-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN V U MODIFIED IN ANY WAY. r 2.THE ENERGY PLANS ARE IN COMPLIANCE'MTH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. O W 20'-11° 14'-0" 0 `o Z 'f "= ar �ZZ � !� o¢3 r ON-SITE BALCONY BY OTHERS I 7'_7° o I 27'-11" 43,-0° 50-0° }2%tOSPF/2 }PANEL 2900 SLIDING I 60fiB 3-2X105PF y2 ! 3-2VXEAGF 121 }PANEL 2900 SLIDING HEADER AtNDOW 8/0 a 5/0 I HEADER HEADERWNDOW 5/0 x 5/0 },� �'�S "'I ,,,,. ',..I ,U, 4,- s L 16'-Ov r 1 13'-0° ai� �"R•,�, Q . x'16 �P LMNG ROOM "`s 0787 a a F BEDROOM#1 oo�� BEDROOM#2 O o w 264,04 SO.PT.OF ROOM '4'` 220.90 SOFT.OF ROOM 07115/16 U I 17.67 LIGHT REOb F•�••( .I 21.12 LIGHT R-EOU U 10.56 VENT REO'D 8.84'VENT REOb 7-1 51.55 LIGHT PROVO 51.55 LIGHT PROVO w 28.65 VENT PROVO 26.65 VENT PROVO 5UFFlDENT UGHT AND VENT PROVO SIFFIDENT LIGHT AND VENT PROVO ap o ; � •I � •I m S LABEL 1 m = r � o m m ----------------------- -m ----------------------------- -------------------- 34'-4° NO COMPRESSION - CLG BEAM:3-1 1/2'.24•M.L.-PER MODULE(PUSHED UP IN ATTIC) CLG BEAM:}1 1/2'x24'M.L-PER MODULE(PUSHED UP IN ATTIC) OMIT CEILING GYP 3'-11' 20'-9' 13'-0" . . a OMIT CEILING OMIT GEILING N I n s G19 3'-11' m GM 3'-it' N m w n ———————————————————— tis z W O 5/0 (n •i N 3'RADON VENT 4'-3)¢" _------ _ -----_---� of � 5/0 2'FUTURE VENT 20'-BY2 ci 2/6 2/6 2/6 ai Ii'-8Y2° DBL 3/D --1�`t-- 10' 1 8'-2° 3'-6" sy v - 1/6 sl K-1118 el cI N � - iu IQ /02 \ / (.0- flWjC. i\� � � � OI_ BATH#2 N PULL DOWN STAIRS 'I l 6-1° F- R0.=261/2'.54' a ��.' •�'. K-1118 ,�! I I Ili ry•I •b S YB54FH 10'-0"„ ® 10'-I" NO COMPRESSION m VB36� rote ' 6 I CLG BEAM:2-1 1/2'.9 1/4'ALL-PER vOOU1E ¢ R.O.ONLY FOR N 6'BI-FOLD DOORS 2/6 O 0/2° 1— r ,1 j7_ o O aN I � FRAME R �T FLOOR FOR ON-SITE // ELEVATOR LOBBY a BEDROOM#4 w 151.77 SOFT.OF ROOM \\ BY OTHERS // 157.50 SOFT.OF RDDM i 223.58 SO.FT.OF ROOM 12.60 LIGHT REQG 17.89 UGHT REOD °n bl N 12.14 LIGHT REO'0 1 I •I e I 6.07 VENT REO'D \ / 6.30 VENT REO'D ! 894 VENT REO'D _ _ n=e 41.24 LIGHT PROVO ` ` / b 28.23 LIGHT PROVD : 41.24 LIGHT PROVO < CO O 2292 VENT PROVO \ / I 7.70 VENT PROVO 22.92 VENT PROVO SUFFI CI ENT LIGHT AND VENT PROVO --..T--..T LIGHT AND VENT PROVO °•i! ry SUFFlOENT LIGHT AND VENT PROVO �Z Ngc1- / / \ j i 10'-1" NO COMPRESSION ! Z 7'-0° \ ID'-0" 7'0° 16'_9° 'r, � p QG BEAM:2-1 1/2'x9 1/4'M.L. ! a � p - a: 3-2%45J123046 }2%45PF y2 3046 NOfl 0 90' S C-TOER P 3-2%45PF A2 3046 }2%45PF @2 3046 H 3 10'-E2" —————— 5/ex�� 39 0" 46'-3" 50'-0° (n 2'-0° 7'-0" 2'-0° O_r7 p p �� p _J 5'-6" 5'-6° U O t_000 W� p� O co m � L�=4D aLC) 19'-6° 11'-0°- BUMP-OUT 19'-6° O 9LJ'-LL3�Lr) 30'-2° 19'-10"- 2.10 FLOOR JOISTS®12°O.C. �(n uN 1LC).O 2ND STC)RY FLOOR PLAN THIS BNLONG HIS BEEN 3RAL//ORDER A PAGE 1.. EXIRACTEO FROM M APPROVED SY67EM5 OR PER MODELAPPROY 0#5568 3 kb) TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: aO 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A < 00 N U SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL .�.M"q NO.M006-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN Q•� U MOOnED IN ANY WAY, 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. 'xOM[�.,Or] "O CIO 0 r---------i HORrz, tu a 1° CFI GY OO e o V CT GFI GFI L I S 2 P3 w x ji 07`x!7CT GR fs as �- L------� , IL----------------------- 07/15/16 pF 27• II Gn I I I j °cel --,--- u I ---------� m m cF III cT r----------------- I Fr--------T III i M I I I � I I I I I I off 1 I l 1 i z w O N S I i ILLJcr_ LLJ Iu I I I r-I� I i GT GFI GFI E I r I i R�o- ®I L-IQ 2NRM9 io R.R L Q- I I LO :jliE FOROBSMNT SO� GFI I ~ N •II lj____ I$ i r-J I i I i O N I Do 0')WcD O- ------------------------� oW� I L-----� II -----� I I I 3CD \x/ // \\ i F------- I / \ i I z DROPS 3 J ckf :D Q — I m Z O O :2 C1 m Ln O�r7 t] O a0 O LO H— DU wCI]�O L�Wcoo�L�TO W W�� O 'i -) P sz ��aN ocn 6u GO IST STORY ELE TIPOCAL 1. 210.12(A) DWELLING UNITS. ALL 120—VOLT, SINGLE PHASE,15— AND 20—AMPER BRANCH SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC—FAULT CIRCUIT EXT B'LD'G"'AN AP �O"��/°�" ria k INTERRUPTER, COMBINATION—TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. MMIS O FROM AN ALaov� �� m,a5��R"°°a""PP"'°Y O#5568 2. ALL RECEPTACLES WILL BE TAMPER—RESISTANT. ' I 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) (�/ TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: Ca c O 1.THIS FACTORY-MANUFACTURED HO.ME(FMH)PLAN HAS BEEN DERIVED FROM A 00"U SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL .�.r C'4 C`1 O NO.M006-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN o Q ,� MODIFIED IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY ,-a r- CONSERVATION CONSTRUCTION WOE OF NEW YORK STATE. a «aiaKs Ca vii�O 5 � zx., �z0< En � F. If It I L� U db 1 db f1 C7 Ws O L_�r �A ��8TS F4 J p- 6ti ------------------ o Y L 07/15/16 U I ' I GFI I I CT I I I I I I m m I Ac I I I I I 1 I I CT GFI I I I RE I I I I GFI I I II I I I I � a-------------� L - ~ �------------------- ---------------------------------- J� o_ F-- ui Ln I— bi uj THERMO- d WRE ° J-ROX FOR I yQI I I RADON RUMP II I I — 1 1n I I I _1sT FLR _J 11 1 I L---------/ I II I \ 11 u \ L r------TL--------------� 1L--- I v o LTQ Arno UC8Q I I I \ U I 1 I L---, --- _t_V_LM 1 GFl ckf ro� I i oO W I I I rn I � � x ckf I / \ / \ J d' � Q _ Z O O � a U) F- =I 0 0 Y =O pCo CJ Wm NO � zca0o 6LL oww�s OzmE�n5 =z��gr aN 8U7 F-)�jO 2ND STOFTY ELECTRCAL 1. 210.12(A) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT TAS BUXONG HAS BIEN am A PACE E INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. EXI S O FROM AH APSYlEMS OR PER M AP APPROVPJ 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. / I , I O#5568 4B 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) P' )E(�(f TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: O 0 �>BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS <0> BUIDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS 1.THIS FACTORY-MANUFACTURED HOME(FMH)PUN HAS BEEN DERIVED FROM A ¢ N U 9.636 LBS.[SUGGESTED SIMPSON H012 m 111W ANCHOR OR EQUAL] >6.]8]LBS.(SUGGESTID SIMP60N HDTB OR EOUALI SYSTEM SET FIIH PLANS APPROVED BY O.O.S.,MANUFACTURER'S APPROVAL O.ti c+T MIN.(4)2X6 MOS.FASTEN STUDS TOGETHER W1(2)ROWS WX(3)2X6 MOS.FASTEN STUDS TOGETHER WI(1)ROW NO.M005-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN Q,�r,U OF166COMMONNNLS@4.O.C. OFIWCOMMONN @To.G. MODIFIED IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY -ER INSTALLED HOLD DOWN FROM FOUNDATION TO MOS QBUBDERINSTALLFDHOLDDOWNFROMFOUNDATIONTOSTUDS CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ,"�.W 0^^W >2T25 LBS.ISUGGESTED SIMPSON STHDI4W OR EOUALI >fi,]56 LBS.[SUGGESTED SIMPSON HOSE OR EOWLLI r,.,,�y'' MIN.(2)2X6STUDS,FASTENMOSTOGETHERWI(2)ROWS MIN.(4)2X6STIILIS,FASTEN STUDS TOGETHER WI(2)ROWS 'i°O OFl6 COMMONNNLS®5'O.C. OF 16000MM0NNABS®SO.C. Q 4 (OILD�`1 BUINSTALLED HOLD GOWN FROM FOUNDATION TO STUDS 1 BtM.ERINHOLD.-FROMFOUNDATIONTO STUDS Q O ER>3494LB5.[SUGGESTEDSIMPSONSTHDI4R OREOUAL] > STALLED5,325 LBS.[SUGGESTED SIMPSON M78 OR EQUAL[ (n Z F-, MINUD (2)2X6 STUDS,FASTEN STSTOGETHERWI(2)ROM MIN.(3)2X65 S,FASTENSTUDSTOGETHERWI(1)ROW ,-.,O Q OF 18a COMMON NNLS®SO.C. OFlMCOMMONNAH.S@TO.C. f`1 w a I7, 50'-0" -1 ---- ---- ------ - ------------------- T' I v, 41 o INTERGRAL PILASTERS OR EQUAL REQUIRED 0 10'-0' FOUNDATION WALL 1 I W C 3 LQQNCRETE FOOTING O.C.WHEN BACKFILL EXCEEDS 4'-0'IN HEIGHT h•� I I (SEE CODE AUTHORITY FOR LOCAL REQUIREMENTS) 1 y I I SIDEWALL ANCHOR BOLTS(TYP.) 112"@ 36"0.C.OR 518"@ 52"O.C. 0 0 z 0 • I FOR A LATERAL LOAD OF 17,654 lbs. I I I I 1 h I I / I I F-i u m �1 • i L CONCRETE FLOOR 7 I I n I I I I I I I I I I I I I I 7,12fil I m I 1 5'-0' 5'-0" 6'-6" 6'-6" 3'-4° 5'-11" 5'-11° Z5'-Il" 5'-11' I t m I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i O 0 O ED i 0 i i O i i O i i ED I 16'295 12,590 ! !19,056 i i 5,276 1;539(-! !17,514 ! 4_876-- 4_831 ; {_B78�_� !• (_ (_ 1 _(_ _ _ I 23'-0" 26'-4" -1 Z i 2-"-! ~ OLD DIM. HOLD DIM. HOLD DIM. SUPPORT cauMN O V) II @ FOOTING I I (n I I ENDWALL ANCHOR BOLTS(TYP.) I I I-- LLJ I 112@27"0.C.OR 518°@39"O.C. I I (if o:: I I FOR A LATERAL LOAD OF 18,794 lbs ENDWALL ANCHOR BOLTS(TYP.) I I d I I BASNENT STAIRS 112"@ 27"0.C.OR 518"@ 39"0.C.BY I I o 1G.F.1. RECEPT. F,-rT-1-RrT,-n FOR ALATERAL LOAD OF18,794lbs I I I 1 n I I BY OTHERS CEILING MOUNT I I Ir tI-tI SMOKE DETECTOR uR 6 I I- 1 1 1 1 1C I I I I INSTALLED BY OTHERS LED I I I I I I I I I\ I 1 I 90 LL1-LLQ-I-L1-I, I �1 Fw- \ I I Ac/Dc I I ¢ N t\ 5'-0" 5'-0" 5'-0" 6'-2" 4'-0° 7-2" 6'-6" 6'-2- t_7 '-2" 1 I I I I I I - - - - - -- - -- - -- I - -- -- I 1 � I I, I I I I r I i I I I i I I i ( I I I O I O I I I I O I O I O I O I I I I 1 Q295/ I I I I I I I I I I I I I I I I + 7,76!1 O I I L 12,590(_; L 12590(_; 12,590(_ L 14,059(_; 1ZB00(_; 14,059(_; ;17,207(-� Z5 I90(-I I I H- I 1`o (/D I I CD HOLD DIM. HOLD DIM. HOLD DIM. HOLD DIM, I pn� )WCD V4 fiH I \ ON-SITE ELEVATOR 1 \ BY OTHERS I I X SIDEWALL ANCHOR BOLTS(TYP.) I I C3 I I 112"@36"O.C.OR 518"@52"O.C. I I z FOR---------- ----------- I Of ckf z cn ----- -------------------- z --, c---_.:- ---� r---------------------- -------- O O I I :2i 0- 1 I => Ln L OD ------------------ M p Em 11'-0" 19'-6 O CJ wm IcD �alvei zcoo<LLFD gw L'i Cl . THIS FOUNDATION PLAN IS FOR DIMENSIONS ONLY. FOUNDATION WALLS, FOOTINGS, 5Z�3:o.---ED �Ln�In�O COLUMNS, PIERS, AND SLAB TO BE DESIGNED BY OTHERS TO MEET STATE AND/OR LOCAL CODES USING EXISTING SOIL ANALYSIS. MANUFACTURER. ASSUMES NO RESPONSIBILITY FOR ERRORS IN THE CONSTRUCTION OF THE FOUNDATION. ANY AND ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED (AGAINST THE FLOOR PLAN FOUNDATION PLAN "BUILDER COPY") BY BUILDER/DEALER PRIOR TO FOUNDATION CONSTRUCTION. THE BUILDER/DEALER MUST CONTACT MANUFACTURER. WITH ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. MANUFACTURER. WILL NOT ASSUME ANY RESPONSIBILITY IF BUILDER/DEALER/OWNER � G BEEN �°AL 11 ORDERPACEi P" I, CTED FROM AN APPROVED EXCEEDS MAXIMUM SPACING OF SUPPORTS AS SHOWN ON THIS DRAWING. SYSTEMS OR PER MODEL APPROVAIO#5568 WINDOW CENTER LINE LOCATIONS FOR RAISED RANCH AND/OR SPLIT-LEVEL MODELS 5A 70 BE OBTAINED FROM "BUILDER COPY" DRAWINGS. r w TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: Ca o O 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A 0'N U SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL O NO.M005-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN 0 Q M,_.,U MODIFIED IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE IWTH THE REQUIREMENTS OF THE ENERGY .a Tl.r Q CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. v- i O V. �zoQ ss 07/15/16U uo } C< Li m LL Enema- = � J Z J Q o :E w J z w 0- Qf z � LLJw Er q8 1/2" 2X4L CN \ �� r� 3 1/16" 0 7 1/4 0 „ 2x6 SPF#2 N � OVERHANG �T 2" 101-011 2X6 o BLOCK o �y6 SpE2 11 7/8" I rn�o 0 72 GUSSET ti�6 5eE2 R-1 PLATE k' 6116 1'-0 3/8" o �1 I Wr 30 r7rZN od- 4'-0" 4'-0" 2x8 SPF #2 2x8 SPF #2 z 0Z ri Q c 10r J " 13'-9" 13'-8" 13'-9" o o - O z 41'-3„ O m CD oJOV'7 0c�D05/12 - 41 -3" BIDE - GOOD 40#GSL - 16" O.C. (-)wmOz wLLoLilwo==:)ffi _O NON-STORAGE RAFTER a �O 9/12 FIAFT0 THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED 'HIS B ILDWG HAS BEEN PACE r SYSTEMSU 6W AN APPROYFD NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 5n>�CWA�RaY� 0#5568 6A TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: C]� O 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A N U SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVALr—M NO.M006-2014-075.EXPIRATION DATE 7/16/2016,WHO ICH HAS NOT BEEN 07—,U MODIFIED IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REOUIREMENTS OF THE ENERGY 0"M n Q CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ,'-..,W 0 M W x>�o�l CONNECTION: A-2 CONNECTION: A-1 z =o 1 1/2" X NAIL. STRAP @ 16" O.C. USE 3-160 NAIL INTO END CONNECTION: B-1 a x w 3 a-�W/6-6D NAILS EACH END GRAIN EACH END N W a 3 Y AND USE 11-6D NAILS THROUGH SHEATHING `•. USE 10D NAILS @ 3 O.C. OR —---~ THROUGH PLATES USE 20-16GA. STAPLES THROUGH SHEATHING ,•'"ALTERNATES ~U; f \ moo ; USE 4-8D NAIL EACH END OF 1X4 W x CONNECTION: B-2 ,� a< ir ti USE 3-16D NAILS TOENAILED EACH END a ♦ AND o ��-_ - USE 10D NAILS @ 5" O.C. THROUGH PLATES z o f / CONNECTION: C t (� J USE 5-16D NAILS EACH END et' f.tt "ipY g1 m m 1�` SSS ci�"•:��t�"�j _Sn CONNECTION: E CONNECTION: F 1 1/2" X 20GA. STRAP USE 1-3/8" BOLT PLUS W/4-1 DID NAILS EACH END z J 6-6D NAILS PER GUSSET EACH SIDE 07/15116 0 w — z OR - > L,.J z Li "r.>�8-16GA. STAPLES PER GUSSET EACH SIDE j` CL LLJ> �` w r of 1 7 ,,,2-6D NAILS PER GUSSET EACH SIDE OR 12-16GA. STAPLES PER GUSSET EACH SIDE CONNECTION: A-1/2 Ln 1 7CN , CV CO C3 CONNECTION_ C t CONNECTION: D CONNECTION: D 2x6 SPF#2 CONNECTION: B-1/2 �' 1 1/2" X 20GA. STRAP s O '" - -- W/5-10D NAILS EACH END CONNECTION: E rn o� 3E 12 5 CONNECTION: F - rn • _- co /-- _ ;cZ RCV'Sd- /` ` CONNECTION: G UPLIFT CONNECTION 2x8 SPF #2 2x8 SPF #2 l11 U UPLIFT CONNECTION UPLIFT CONNECTIONS "` 1. z CONNECTION: C cl� o 1 1/2X NAIL. STRAP J " ♦ 7D --_`_W/6-10D NAILS EACH END O z0 USE 11-16D NAILS THROUGH DECKING EACH SIDE j (D a OR DBL 1 1/2" X 20GA. STRAP o� a o W/9-10D NAILS EACH END 5/12 — 41'-3" WIDE — GOOD TO 40#GSL — 16" O.C. �o J °° �¢� m = O (.0UWm'^p �ZIwi Co 4L�n 15 oLn O �BLn UPLIFT CONNECTIONS NON—STORAGE RAFTER mz��` aNNIJ-)�CD 1 1/2" X NAIL. STRAP GOOD TO MPH WIND SPEED 9,>z� W/3-10D NAILS EACH END 150 THIS BIJUDIG HAS BEEN VIdAL//OW A PACE/. EXTRACTED FRER AN A➢PROVED STS,EMS��R M➢CEt APPROV 0#5568 6B TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: A o c 0 1.THIS FACTORY-MANUFACTURED HOME(FMN)PLAN HAS BEEN DERIVED FROM A 00 00 N U SYSTEM SET OF FNH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVALff -,C4(V O NO.MO06-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN 0i¢V—C.) MODIFIED IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REOUIREMENTS OF THE ENERGY ►1 13"r- CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE .a LD.z X.7 xot— o Ei z o Q En L " � � Wst 2X6 ROLE BOARDRIDGE VENT 94=1 0 CAPS FIELD INSTALLED 000 BSaF ETTER�G�SHNOR GIFS C 7/15/16 � OVER FELT B(IG(LIN) ~� 0 ON 7/16'C WSP.OROR ffIIER RP RAF7ER/IR1155 EXTENSIONS RFFUENCC CALCULATIONS MWUAL SErngl 10 FOR SPACING AND SPE@1G11ON5 12 �5 m m FORD OR FLP EAVE OVERHANG ALL MOTHS-ALL PRICKS ALUM.DRIP EDGE 1/2.6 SUB.W/ALUM.FASCIA (n OR lib g01t FASCIA R-JB PStUTION W/YMIR&91dER 5/C nTE'r GYPSUM DLL 2X6 TOP RATE,SRO 600E 0 W VENTED SOFFIT R-21 INN C6NSIf MILAGOY W/VIPDR BARER (n 7/IS O9 MINING 216 SPF SRO(RADE 0 IC Of. W 1/6 THERM-0-FLY OR HTIDi 1/6 110701-0-ft7 6t BEM-- Da"FINSN OVER AN INFILTRATION YWOL SONG,STUCCO. YRddMd WAIL SEATIOM OPHDRAL 1/r '� MARRIAGE WNL MUM OPTIONAL 1/Y ORiWNL BARRIER oYR 2/t6'AMC RATED 9Bc L j CEDAR SIDING.W TT-11� o PAPER ON DaEMW OF THE ROM'WATER RESISTIVE Bwar d 1 m PER ra Holo Tams 20 SPF 12 0 IS-W2x4 SPF 12 0 16 W 1/r WTR,AIL W/DBL TDP PLATE W/DR TOP RATE 3/4'T&G OSB. ]/o T A,G OSB. (GLUED N NAGED) (GLUED h HARID) (D W 2X10 SPF 12 o ur or-FLOOR JgST 2%10 SPF 12 0 16 O.C.FLOOR JOIST 2%ID$PF 12 0 12-OC.FLOOR JOIST F- N OOL 2.10 SPF 12 FLOOR PERXIVER Q \ 2x6 SPF 12 0 IC O.C.CEDING JOIST 2X6 SPF 12 0 16 O.C.CMING JOIST 2%6 SPF 12 0 16'O.C.CEDING JOIST OBI.2.10 SPF 12 CFING RLLTF)T ROr- 2LIN 24 LEDGER .2 LEDGER OR JW HANGERS OR JOIST MANORS 5/9'TYPE-IF GYPSUM DBL 2X6 TOP RATE SRO FRAM R-21 NO ODLM rL 1/C THERM-0-PLY OR BETTER-- or iMRI-o-ftY OR BETTOR 7/LC OSD SILUIpG9.xADax W/VAFgR&9tER MIM SmNG,Sn cco. MARRIAGE WALL 9WNNG OPTOIUL i/Y�� MANAGE WNL SHEARING OPTIONAL1/Y DRYWIIl r/ � CEDAR SONG,OR TI-11 2x6 SPF SRO(RAPE W IC D.C, i O TXTMOR TIMS1 OVER AIR v r R N BARRIER 7116 AGENCY RATED 90 �j 2X4 SPF 12 0 16 OC 2X4 SPF 12 0 16 OC PAPER W OBERON OF THE HERE'WATER RE56TIE RAaaOt W/DBL TOP TUTS W/DELT P RATE PER THE 2010 ROAS &Q C) I/7 wmL oN•� PRIDE TO SDL PER DSL..CALLING BFAO EImRE PERM-'TER OF EXL WALLS LOCAL REOUREYEHTS 3/C T h C Q58 5/4'i 6 G D.S11 DOUBLE PERMEIER flOm TOE NAM1ED 10 SRL RATE (GLUED t NAILED) Liu LiLl (GLUED M NAILED) SEE PINE 78 OF SET TOP m SILL RATEI i 2%10 SPF 12 o iC O.C.BOOR JOIST 2%10 SPF 12 0 1C OC.BOOR JOIST 2%10 SPF 11 0 16 D.C.BOOR J05i Cn a CO q� R-19 O1S0AION W/VAPOR B4) 2X6 MN SP12 PRESSURE TREATED SULaLAOE ��30 R-19 SIPWCO AND O6MUID) I.I OGr H 2r2 IID6R OR JO15T HANGERS ({)2x10 SPF12 ROM{GGOED N JOIST HANGERS �ZN (4)2x19 SPF12 FLOOR GImEN BOLTED MLN SEE PAGE 7B ON SET ANCHOR BOLT OR MN APPROVED FFSTEM1ER BOLTED WON SEE PAGE Com SET 516x66 uN 2/6x66 MN - STFEL PLATE SIEEEL RATE U Z OTHERS) SESUPPORT C SED OTHERS) SE FDUNWDN PUN FOR SPACINO SFE FWIOAnaPLAN FOR SPACING srzL S"w WN FOUDMF DESA ED MALL,ER PER L CALCOID ETC DFSGNED BY BUDID2 PER LOCAL OWES Q IND LOCAL WR CONdlla6 7 1/t MN.CONCRETE BOON Of W NISSAN (Foam wa6caumoUS)S) Loux coLuun/FoorNG O-M p M r MAIC GLA GRAVEL UK 4'TIDO( :R D N- � p WMPACRO ANO LEVELED OFF OVERLRED It AT SEARS =1¢Er m 2 p Co(w PRE 6amr UNDISTURBED) w wm HCD =)�ELi X000 Lr) oW � Oz�ED FKIIOz �Z 3��a( )eLn 81n�O I. CF40M SECTM h THIS BUILDING HAS BEEN SMAL//am 1 PACE 1: EXTRACTED FROM AN APPROVED SYSTEMS CR PER MODEL APF V O#5568 �� 7A TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: Ca o O 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A 00 N U SYSTEM SET OF FMH PLANS APPROVED BY D.O.S..MANUFACTURER'S APPROVAL NO.M006-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN ¢�, U MODIFlED IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY Q"MQ CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. L' zcn x��CD A0..I--Z .� Tn z xEn .- C) 4 J to y �♦ ^'7 �� Pte:-"'3�i'( (7 p 5r � � � y NOTE:(6)NAILS PER SHINGLE Nia.-07t1"` i O x ?} J { O o 07/15/16 ROOF SHEATHING TO BE FASTENED WI 8d(.1310)NAILS @ 6'EDGE/12'INTERMEDIATE.SEE CALCULATIONS FOR SHEATHING SUCTION FASTENING AT APPROPRIATE ZONES. CI] m DETAIL A zW TOP PLATE SPLICES SHALL BE MIN.2'-0' O N W/(2)ROWS OF 16d(0.162'X3.51)NAILS DETAIL B-1 FACE NAILED @ 3.O.C. LJ M (2)20 GA.GALV.STRAP wl(11) i Q W BtlNAILS EACH END OF EACH STRAP (OR EQUAL CONNECTION OF 1331#) DETAIL B 20 GA.GALV.STRAP wl(8) DETAIL B-2 8d NAILS EACH END OF STRAP (OR EQUAL CONNECTION OF 998#) W ZZ- ~ N DETAIL C-1 DETAIL C-2 ENDWALL MODULE TO MODULE DETAIL C = o s 1- _ (n BLOCKING:FOR BASIC WIVEEDSREATER THAN 90 mph, I`w O BLOCKING AND CONNECTIONS SHALL BE PROVIDED,AT PANEL EDGES C11 PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO Ffi� BAYS OF FRAMING,AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET O.C AS PER SECTION 2.3.5 FLOOR DIAPHRAM BRACING OF THE 2001 WFCM. FASTEN BLOCKING WITH(2)8d NAILS TOE NAILED EACH END OF BLOCKING AS PER TA LE 3.1 OF THE 2001 WFCM. CO ♦ 3c) SECTION DOWN SECTION DOWN "zN"d- SIDEWALL ENDWALL U Z < p J � - C) Z O O LL � (n O W N'o O JOO ¢� M S O co F-- ULWi.CSO-5 oWW�� jz��S _N oT/'1��O SI-EARWALL FASTENING SECTION THIS BUILDDlC NAS BEEN SM&I/OW 1 PACE I EXTRACTED FR04 AN APPR01EE0 STSTENS OR PEA MODEL APPROV O#556 �Cc� 7B TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: C] o 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A11 SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL t- cV U 0-0""1(V NO.M005-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN 0 m ¢ U MODIFIED IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY '-1 M CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. Qonoz Fx Nvip6l w y" v FASTEN CEILING BAND TO EACH TRUSS W/(4)10d(.1310)NAILS 8t1-4 SIMPSON H2.5A EACH TRUSS USE(2)8d(0.131")TOENAILS EACH TRUSS �p. a p1. t '" p (OR EQUAL CONNECTION FOR 585#) TRUSS TO TOP PLATE i Vit;, ou O UPLIFT CONNECTION .1 c .(c O 5_ USE 8d UG D NAILS @ 6'O.C. O7/I JI 1 V O THROUGH DBL.TOP PLATE 20 GA.GALV.STRAP W/(5)8d NAILS EACH USE(2)16d(.162 0)NAILS F�V END(OR EQUAL CONNECTION OF 585 LBS.) ENDNAILED PLATE TO STUD STUD TO TOP PLATE UPLIFT CONNECTION DETAIL A (TRUSS CONNECTIONS) ENDVVALL-FASTEN TRUSS BOTTOM CHORD TO TOP USE 8d(.131 0)NAILS @ 6"O.C. PLATE W/16d(0.1620)NAILS @ 14'0.C.OR } THROUGH BOTTOM PLATE SIMPSON LTP4 PLATES @ 54'O.C. USE 8d(.1310)NAILS @ B"O.C. p� USE(2)16d(.162 0)NAILS THROUGH BOTTOM PLATE m ENDNAILED PLATE TO STUD USE(2)16d(.162 0)NAILS ENDNAILED PLATE TO STUD 20 GA GALV.STRAP W/(5)8d NAILS EACH 20 GA.GALV.STRAP W/(5)8d NAILS EACH END(OR EQUAL CONNECTION OF 508 LBS.)UPLIFT (21)3/6"DIA.LAG SCREWS END(OR EQUAL CONNECTION OF 508 LBS.)UPLIFT CONNECTION SECOND FLOOR STUD TO FLOOR BAND ALONG MATE WALL(MIN.1" CONNECTION SECOND FLOOR STUD TO FLOOR BAN J PENETRATION IN LAST BAND) 16d NAILS TOE NAILED @ 6"O.C. 16d NAILS TOE NAILED @ 74�q OR SIMPSON LTP4 @ 22°O.C. Z W 7"O.C.SHEAR CONNECTIO Q SHEAR CONNECTION o O Lf) N 20 GA.GALV.STRAP W/(5)8d NAILS EACH END w 20 GA GALV.STRAP W!(5)8d NAILS EACH END Ci W (OR EQUAL CONNECTION OF 508 LBS.)UPLIFT CONNECTION w (OR EQUAL CONNECTION OF 508 LBS.)UPLIFT CONNECTION CrOf SECOND FLOOR BAND TO FIRST FLOOR CEILING BAND W SECOND FLOOR BAND TO FIRST FLOOR CEILING BAND Cl USE Stl(.131 0)NAILS @ 6'O.C. ATTACH SHEATHING W/16 GA.STAPLES THROUGH DBL.TOP PLATE �17ATTACH SHEATHING W/16 GA STAPLES USE 8d(.1310)NAILS @ 6"O.C. @ 2"O.C.(OR EQUAL CONNECTION OF 425 LBS.) USE(2)16d(.162 0)NAILS @ 2"0.C.(OR EQUAL CONNECTION OF 425 LBS.) THROUGH DBL.TOP PLATE UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BAND DETAIL B ENDNAILED PLATE TO STUD DETAIL B-1 UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BAND DETAIL B-2 USE(2)16d(.162 0)NAILS (SECOND LEVEL MODULE TO MODULE ENDNAILEDPLATE TO STUD (SECOND LEVEL SIDEWALL CONNECTIONS) (SECOND LEVEL ENDWALL CONNECTIECTI ONS) W FASTEN SHEATHING TO RIMBAND W/ CONNECTION ALONG MATEWALL) FASTEN SHEATHING TO RIMBAND W/ F' \ (1)R0W OF 8d(.1310)NAILS @2"O.C. (1)R0W OF 8d(.1310)NAILS @3'O.C. Q N 0 \ f� USE 8d(.1310)NAILS @ 6.O.C. USE Bd(.1310)NAILS @ 6.O.C. THROUGH BOTTOM PLATE THROUGH BOTTOM PLATE USE(2)16d(.162 0)NAILS USE(2)16d(.162 0)NAILS r ENDNAILED PLATE TO STUD ENDNAILED PLATE TO STUD C) O _ (n ATTACH SHEATHING W!16 GA STAPLES (21)318'DIA LAG SCREWS O vn0 ALONG MATE WALL(MIN.1" o(V�,� @ 2'O.C.(OR EQUAL CONNECTION OF 339 LBS.) PENETRATION IN LAST BAND) ATTACH SHEATHING W/16 GA STAPLES *+—¢H— UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND @ 2'O.C.(OR EQUAL CONNECTION OF 339 LBS.) (( )RR) ) I UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND 8Y�8UI DER FLOOOR B D TO SILL PLATE i6d NAIL TOENAILED @ 4'O.C. OR SIMPSON LTP4 @ 15"O.C. 16d NAIL TOENAILED @ 5'O.C.(ON SITE BY SET CREW) (ON SITE BY SET CREW) 1/2'ANCHOR BOLTS TO BE 27"0.C. Cr OR 5/8"ANCHOR BOLTS TO BE 39"O.C, 1/2"ANCHOR BOLTS TO BE 36'O.C. w 1-30 OR 518"ANCHOR BOLTS TO BE 52"O.C. DETAIL C-1 (MAXIMUM 1'-0"FROM CORNERS) .a-Z � (MAXIMUM 1'-0'FROM CORNERS) I* C DETAIL C-2 (MODULE TO MODULE CONNECTION (FIRST LEVEL SIDEWALL CONNECTIONS) ALONG MATEWALL) (FIRST LEVEL ENDWALL CONNECTIONS) FASTEN SHIJITHING TO RIMBAND W/ FASTEN SHEATHING TO RIMBAND W/ (3)ROWS OF 8d(.1310)NAILS @ 2°O.C. (2)ROWS OF 8d(.1310)NAILS @ 3"O.C. U Z < J � ZD Q _ � Z O O � CL 0-r7 p O (n o C:) O J C0 O cD U W.00�.� LT]v,0 m W mLn DLCO oW�W W� O zm wEf7— co oC/-) WO SFEARA/ALL FASTENM MAL MS 6:.'ILDNG HAS BEEN SERIAL(/ORDER/ PACE E%1RAMED FROM AN APPROVED S15TENS OR PER MODEL APPROV 0#5508 P%� 7C TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: Ga o O 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A oo N U SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL ,�..M N NO.MOO6-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN )Q 4 V MODIFIED IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. xQ�O.] Ap v O U ' ! rzz � v.axa Ln t y 07Leas7 07/15/16 ®P RATRNG 47/50 r cn z � O N DOOR AND WINDOW SCHEDULE w of 0f WINDOWS CLEAR OPENING CLEAR OPENING n DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR QTY TOTAL AREA ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG 3010TN 38 1/8" X 12 1/2" 3.31 1.2 0.000 0.000 0.00 0.31 1 3.31 ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG CTN30-2 76 7/8" X 40 1/2" 17.19 14.5 0.000 0.000 0.00 0.31 1 17.19 ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW24210 30 1/8" X 36 7/8" 7.71 4.5 25.875 14.250 2.58 0.31 1 7.71 ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW3046 38 1/8" X 56 7/8" 15.06 10.3 33.875 24.250 5.73 0.31 4 60.24 N ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW3062 38 1/8" X 76 7/8" 20.35 14.6 33.875 34.250 8.08 0.31 2 40.70 0 SILVERLINE 3000 SERIES DOUBLE HUNG 2032 26 1/4" X 41 1/4" 7.52 4.3 26.250 41.250 7.52 0.30 6 45.12 SILVERLINE 3000 SERIES DOUBLE HUNG 3046 38 1/4" X 57 1/4" 15.21 11.0 30.188 24.438 5.80 0.30 17 258.57 SILVERLINE 3000 SERIES 5832 PICTURE WINDOW 70 1/4" X 41 1/4" 24.55 16.4 0 0 0 0.30 1 24.55 r SILVERLINE 3000 SERIES 5-8 C-TOP 70 1/4" X 37" 13.49 11.1 0 0 0 0.30 1 13.49 0 TOTAL AREA: 501.29 1 N EXTERIOR DOORS CLEAR OPENING CLEAR OPENING Z? o�w� DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR QTY TOTAL AREA ¢'- ANDERSEN 400 SERIES FRENCHWOOD GLIDING PATIO DOOR FWG8068 96" X 80" 53.33 34.3 40.125 75.375 21.00 0.30 1 53.33 PLASTPRO 3068 (< 50% GLASS) 38 1/2" X 82 1/8" 21.96 0.0 0.000 0.000 20.00 0.17 1 21.96 PLASTPRO 3068 (< 50% GLASS) WITH (2) 12" SL 64 1/2" X 82 1/8" 36.79 0.0 0.000 0.000 20.00 0.17 1 36.79 PLY GEM PRO SERIES CLASSIC SLIDING PATIO DOOR CLSPDR8068 96" X 80" 53.33 42.8 41.031 75.772 21.59 0.25 1 53.33 rn TOTAL AREA: 165.41 �Z ACV od' U Z < p J � Q _ � Z O O a C)_1`0 p 0 Cn o O Y op Ln U ..+ r� Li oO� EEO W.2O oW W. O z��Ln =cn In oLo__O Doan AM WrJDOW ECH®1lE THUS BJILDWO HAS BEEN SEM&//ORDER 1 PACE F EXTRACTED FROM AN APPROVED STS7EN5 DR PER MODELAPPROY 0#556V(��{ 8A TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: � Q o O 1,THIS FACTORY-MANUFACTURED HO.ME(FMH)PLAN HAS BEEN DERIVED FROM A oo N V SYSTEM SET OF FMH PLANS APPROVED BY D.0.5.,MANUFACTURER'S APPROVAL NO.M0G6-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN OM Q r,V MODIFIED IN ANY WAY, 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY a car. Q CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. ^�W t-)d x 0 o O q P4C) ars mac.- �vOiZX ; ! �ZOQ -078751. z �9 aF 0 07/15116 � O O r = m m n I I z1, i ~O C/') j I w � I � W i O ::I I Lj � \ •Iii-1—' t I I I O n I 1 . i r Er CD0 F- b O O �o�W� \ / i \ / i \ / I X / \ i IVA / \ Z J n =D Q _ II m Z II_ILu_, Om CI- O C/) OWI ) pQ D Y STATE: NY — NEW YORK o oao W to CEILING HEIGHT: 9 FT moo zr�=�� 8568 WINDOW AND DOOR BTU/H LOSS ol� wwn o��wun� 5330 WALL BTU/H LOSS �Z ''d�a�oc/T- .� 0 CEILING BTU/H LOSS V 9257 FLOOR BTOIH LOSS 61824 INFILTRATION BTU H LOSS W STORY HEAT PLAN 84979 TOTAL BTUZH LOSS 24899 TOTAL WATT LOSS u nussNRAsecD �A �T PAGE J. 100 FT. RADIATION EXTRACXOwc.FROM AN APPROKD 100 FT. HINCAPACITY HWBB C/ , � RSV 0#5568 9A TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: o O 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A Q W N U SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL O cNn N,�• N0.M006-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN 1:4Q V V < MODIFIED IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REOUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. '-I W—P1 >c' xezr., A �o_z �zzkUU yy 6 07/15/16 F c�N N V r = m ED m z cn o Lo c w ------------------- —-- w 1 � l LLI F- T------ ---------------TI v Q (V .T C) I i it � I I I I r O co ( O CP�i]w� 3CD x I sz (V / \ I / \ z / < p J � p - � Z O O ::5 El O�r7 p p STATE: NY - NEW YORK zap m o m CEILING HEIGHT: 8 FT owm'^o �r� 10001 WINDOW AND DOOR BTU/H LOSS owwsn o��wL1T= 4472 WALL BTU/H LOSS =z�� =cn ocn oLn�o 4628 CEILING B U/H LOSS V 0 FLOOR BTU/H LOSS 54955 INFILTRATION BTU/H LOSS 2ND STORY FEAT PLAN 74056 TOTAL BTULH LOSS 21698 TOTAL WATTT LOSS 87 FT. RADIATION EEXXTRACTEE RW COVED �0�I/amEa4 PA f. QR 135 FT. H WB B SYSTEMS OR PER MODEL APPROV 0#5568 �/�+ 88 FT. HI CAPACITY HWBB ��f , TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: USE(9)114'DIA.LAGWREWSTOFASTENINTOTHE Q O C) BUILDER INSTALLED HOLO DOWN FROM FOUNDATION TO STUDS , BUIIDER INSTALLED HOLD pONM FROM FOUNDATION TO—DS *OPPOSRE WALL STUD GROUPAT CORNER STUDS.ATTACHED 1.THIS FACTORY-MANUFACTURED HOVE(FMH)PLAN HAS BEEN DERIVED FROM A -<o N N U 9,854 LBS.[SUGGESTED SIMPSON HDI2 W/1118'ANCHOR OR EQUAL] >5.793 LM.[SUGGESTED SIMPSON HDTB OR EOUALI TOG57 HER WI(2)ROWS OF I W COMMON NAILS@19.0.C. SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL O • MIN.(4)2X6STUOS,FASTENSUOSTOGETHERWI(2)ROWS MIN.(3)2 X 6 STUDS.FASTEN STIDS TOGETHER W1(1)ROW N0.M006-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN Q,a r,C> OF-COMMON HAILS @4'O.C. OF 1B6 COMMON NAILS W O.C. MODIFIED IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY .a Q.c�t1 6UILDERINSTPIIED HOLD DOWN FROM FOUNDATION TO STUDS BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. "'�W O�u >2.7Y511S.[SUGGESTEDSIMPSONSTHO" OR EQUALI >6.754 LBS.[SUGGESTED SIMPSON H09B OR EQUAL) 'x,7(\O J 1AIN.(2)2%6 STUDS.FASTEN STUDS TOGETHER WI(2)ROWS WN.(4)2%6 STUDS,FASTEN STUDS TOGETHER WI(2)ROWS c)r y OF IBECOMMONNAILB@5'O.C. OF-COMMON NAILS@V0.C. $% '.� Q S vF (>`„ BU—INSTA .OLDDOWNFROMFOUN—ON TO STUDS , BUBDER INSTALLED HOLD DOW FROM FOU—..TO STUDS -; �;, ��.�f �z•J O >3?94-S.[SUGGESTED SIMPSON STHDI4RJ OR EQUAL] >5.325 LOS.[SUGGESTED SIMPSON HDTB OR EQUALI 0;c,9 )yw F/]y x MIN(2)2%fi STU05,FAST[N SNDS TOGETHER N'/(2)ROWS MIN(3)2X6 STUDS,FASTENSTUDSTOGETHERWI(I)ROW +,p�<+^^ )) Fes.C.e)r a OFI6EGOMMONNAILS®SO.C, OF I6 COMMON NAILS®3'O.C. O0 wx= 1 ® D , aa .3 ', t`� 41 \\ i1 -'<N KITCHEN v FAMILY ROOM1 U F O 07/15/16 F"1u 0 2 � . I To O BATH n r = m 1 m n I i cn z ]_ LLJ cn o W m i of oo! i L5J i 2 a i 11: 1 ii L'i Q iii - O ?i D j i W1c. i BATH t3 1 I I i F-1 r CD n v � Do O I -1 I�w O CD BATH t5 w� \ i DINING ROOM \�\ / i BEDROOM#3 F-1 rr 1 2 o FOYER i o M I I G1 `X/ I -1 sz ACV od- / \ i / \ i / \ / \ i [if m J Of :mm) m _ 1 4 4 1TALL WALL: O p a4:1 USE(3)2 X 6 SPF#2 WALL STUDS @ 16'O.C.TO FRAME THE EXTERIOR WALL :E (2- TALL WALL AT STAIRWAY.FASTEN EACH 2ND LEVEL STUD TO EACH FIRST LEVEL STUD INTERIOR AND EXTERIOR FACE WITH SIMPSON CS14 STRAP W/(15)1 G NAILS 0.-I") 0 m EACH END OF STRAP. Do N o m O J 3'-2V 7'-8%6" 2'-0" 2'-0" 7-81 6" 3'-2W U W� m L- 000 wL m�p rLL--T-LR el-d w C) =D§ `-)� 5z g3:o-aLf) L/—) u—) NOTE:NO CORNER CONNECTION WILL BE REQUIRED IST LEVEL ENDWALL(DINING I BATH#1) 1ST LEVEL ENDWALL(BEDROOM#3/FAMILY) 1ST LEVEL SIDEWALL(KITCHEN I FAMILY) 1ST LEVEL SIDEWALL(DINING I BEDROOM#3) I:SHEATHING COVEREDA-L THE WAY YOTHECORNER T EDGE.OTHERWISEPRGVIDECONNECTIONASREOUIRED. IST STORY melt PLAN) �6'O.S.B.SHEATHIN DRYWALL. MVL CORNERSTUDC)114.- ION:(2)ROWS OF IW COMMON �8'O.B.B.SHFATMIN T�6-O.S.B.SNEATHIN 112'DRYWALL �fi'O.S.O.SHEATHIN- 716'0.S.B.SHEATHING NAILS@15'O.C.OR(8)114'Dl4 LAG SCREWS EOUAU.Y SPACED tYt'DRYWALL G� �+-�' . .yA1}�IIII�� -''/' 2%FISPF:RIA21 nALL 2%FISPF61K21 WALL 2%fi(SPFR1;Yi)WALL J-^- 2%616PF eLY2l Yllhl 2'DRYWPIL E%tER,R INTENOR EXTE.R C,TEPK)R E%1EPlaR eVfFR�R EKIERgR tNTEIUOR THIS B'UTU)NO NAS BEEN I'LL I/RW2/ FAQ F EXTERIORI.LO-E. !I-.YP—WALLBDAN-INTERIOR. ( SYSTEMS EXTRACTED FROM AN MDAPPROVED O )� O-T/16'O.S.B.E%TERIOR(BLOCKED)rv112'GYPSUMWALLBOARpINTERIORO-.S.B.WITHS%NAILS T0.C.IWG:SUMO.B.INTERIORFSTEN QFASTEN 0. STSIENSOTPER MODELAPPROV O#5568 1®A FASTEN 0.S. WITH 84 NAILS @4'O.G.FASTEN GYPSUM FASTENO.S.B.WRHB,INAILS433'O.C.FASTEY GYPSUM O.S.B.WITH 6tl NAILS@3'D.C.tR'GYPSUM ON MTERIOR.FASTEN FASTEN O.G.D.WITH BE NAILS @2'O.C.FRAMING AT PANEL EDGES TOOT kUj WI56 NAILS @ T'O.C.EDGE I IT INTERMEDIATE WI SC NAILS @ T O.C.EDGE/10'INTERMEDIATE GYPSUM W/60 MALS @ T O.C.EWE 118'INTERMEDIATE T NCMINAL OR WADER AND NABS SHALL BE STAGGERED.FASTEN GYPSUM NY5 NAILS @7-O.C.EDGE t IT INTERMEDIATE TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: Q o O 1.THIS FACTORY-MANUFACTURED HCME(FMH)PLAN HAS BEEN DERIVED FROM A (b N U SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVALOff.CN N>; N0.M006-2014-075.EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN Q .--'U MODIFIED IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. "-�w^ x>CD Q(y"""O z'-a° 7-o T6 W r "'z Oz Q 4. 'u till, 0 LMNG ROOMS a o 0. �`�,,�,, ox A „� � Z-I BEDROOM#1 BEDROOM#2 00 07115!16 IRS 5 �T 0 I m m z o cn w � LI I 5 1 --------• ----- m 5 0 wtc. BATH#4 i ( LL) Ln OBATH ( O Q \C4 L------1------------- O • 0 r C) 1 I-- N �w o -� o g DEN \\ ,' ELEVATOR LOBBY BEDROOM#4 \ 9i s \ 5 ; rn \ «, c0 \ X az goy / \ z J � :mD C - 6 6 C CDZ TALL WALL �i � CD N TALL WALL: O'-� O 0 USE(3)2 X 6 SPF 92 WALL STUDS Q 16'O.C.TO FRAME THE EXTERIOR WALL (n o O J DO AT STAIRWAY.FASTEN EACH 2ND LEVEL STUD TO EACH FIRST LEVEL STUD � to INTERIOR AND EXTERIOR FACE WITH SIMPSON CS14 STRAP W/(15)10d NAILS ~ 1 6 Uwm NQ 'L,-zco< %' ow-LLU w 7•-8 Ei 3'-2 EACH END OF STRAP. Lnr�o(/)o�w0 2ND LEVEL ENDWALL&SIDEWALL 2ND LEVEL SIDEWALL(DEN/BEDROOM#4) NOTE:NO CORNER CONNECTION WILL BE REQUIRED _ EIVP50N.516 STRAP WI(1.11.NAILS FACH END IF SHEATHING COVERED NI.THE WAY YO THE CORNER T OF STNAP(OH EQUAL CONN.OF 1538 LBS.UPLIFT) EDGE.OTHERWISE,PROVIDE CONNECTION AS REQUIRED. 1ST STORY SFEARWALL FLAN B.SHEATHIN �6'O.B.B.SHEATHIN 1l2'G__ 112 DRYWALL 2ND LEVEL STUDS TO TBT LEVEL STUDS MIN.CORNER STUD CONNECTION:(])ROWS OF 164 COMMON 2X6(SPF P11PZ)SYALL 2X6(WF PIW)SYP1L NNLS 6 16'O.C.OR(6)114'DIA LAG SCREWS EQUALLY SPACED SIMPBON LOR STRAP W/(10)104 429 B EACH END EXiEWOR INTERIM EXTERIOR INTERIOR OFS2NDUEREQUALSTOISTF1429LBS.UPLIFT) THISCTD FROM SBE EN SEPoAI//RmETt/ PACE f. 2ND LEVEL STU05 TO 1ST LEVEL STUDS O O-T/tfi'O.S.B.EXTERIOR(BLOC D)x11?GYPSUM WALLBOARD EXTRACTED RROV AN APPROAEO INTERIOR FASTEN O.S.B.WITH fid NNLS P4 3.0.G.FASTEN SYSTEMS !R PER MODEL APPROY O#5568 GYPSUM W.'S4 NNLS TO.C.EDGE 110-IWERMEDFATE OF STRAP (OR STRAP CONN.OF tFd NNLBE4CH END O� OSECOND(OREOSTUDS TOFIRSLELBS.UPLIFT) kW SECOND LEVEL STUDS In FIRST LEYF1 STUDS PAN�L� PLAN, LE�GFNP & N01F,5 U RMEIZ TO Al WINDOW& POOIZ 5CHEPLLE5 FOR FANEL LOCAT1ON5, z I 1/2" #8 WOOn SCBE W5 } 5 12 12 16 6'-0'' < PANEL 6'-01 < PANEL 2'-0" < FANEL O u 5PAN SPAN < 6-011 5FAN < 6'-0" AI,TF_I?NA'IVF_ FOP OPW6, pI201r--C-nCN o v WOOF 5VUCTUM FANEL5 WTH A MINIMUM THICKNESS OF 7/16" & MAXIMUM PANEL SPAN OF 51-01, SHALL DE PFIZMITTEP FOIZ OPENING PROTECTION IN ON & TWO 5T0IZY DUILPING5, 1'ANE; 5 5HALI, O Z SHALL DE PIZECUT TO GOVE12 GLAZED OPENING5 WITH ATTACHMENT NAI2PWA}'.E PIZOVIPEPZ, � (1 FE PTO 5ECTTON 1609.1.4 ADP 1609,6.5 ANP TADLE 1609,1 4) fA3�F_ 1609,1 I�, v Z N WINPPORNE PEX15 FI20TVCTTON FASTENING 5CHEPUf. FEZ WOOF STRUCTURAL FANEL5 \\ \ t(1 FA51F_NER 111'E PANEL 5FAN 2'-0"< PANEL 4'-011 < PANEL 6'-011 <<-I'AN�L� <_2'-0" SPAN < .4'-01' 5rAN < iL-O" PAN <qB'-O" U 11/2" #6 WP, SCREWS 16 16 12 12 11/2" #a WP, 5CREW5 16 16 16 �. .o\ 50 f0 TAI3LF_ 1609.1A) s , k � . PANEL SIZE TYPE AMP#OR SCREWS WIDiH HEIGHT REF, TYPE ANP# OIC SGREWS PANEL SIZE OTY. wri HEIGHT 2 .8 I #B SCREWS 8"O,C, -2"X 5'-'�" #8 SGREWS 8"O.C. "All 23 114 1 3'_5"X 6'-II" 2 I HORIZONTAL-184 VERTICAL.-322 HORIZONTAL-20 VERTICAL-40 #8 5CREW5 a all O.G. #8 5CIMW5 a all O.G. -- 2-4'-O"X6'-II" 2 I al I HORIZONTAL-8 VERTICAL-22 2-2'-6"X 6'-11" I 511 HORIZONTAL-48 VERT GAL-40 I I I f #8 5CREW5 a 8"O.C. Cl I HORIZONTAL-12 VERTICAL-16 2-7,8"X 3'-3" 2 I I I I I #8 5CMW5 a 8"O,C. HORIZONTAL-�6 VERTICAL-45 1 I I I #8 5CREW5 a 8"O.G. SX1511N12 X 190 MU1.T1-LOAP MLILT-5PAN 9 j-� I E11 HORIZONTAL-60 vERnc&-2B 3-3'-5"x 5'-2" G 2 CONT,REAM, WI_LPEP TO 6" X 6" 5T12UCT, #e SCREws e"or-. STEEL COLUMNS AT DOTH E 25. ( I "�" HORIZONTAL-8 VERTICAL-4 #8 SCREWS a 8"O.G. 11 HORERTI IZONTAL-8 VCAL-4 -I"K Uo I 4*8 5CREW5 a 8"O.C. nsjn I I I I HORIZONTAL-10 VERTICAL-20 X6'-II" 7 } �1 —�II GI —r 11 61 _811 61 - I I I I I I � —�-, I I I I I I I I I r— 10 1 1 0 1 1 1 1 0 1 I ►/\\�\\\ A/= /l r is orr nr ?ii^ f 1 I I — I 1 I 1 i —J L— —J L---J L---J --J I I L---J I I � ► (� i i i �I 'SII2'-611 21.6" ^�1 I ?J'-2" 2'-811 2' _1 11 2'-1 11 RIZ/ �r I I I I EXISTING 12 X 190 MUNI-LOA17 MULT-SPAN 1 1 I ON A 2' X 2' X I Sb P. CONCRM FOOTINGN \ / I I 81-� CONT, DEAM, WELCJEP TO 6" X 6" 5'F.UCT. I t I I <1"YP.8 LOCAT10N5) STEEL COLUMN'S AT DOTH ENn5. 6 I I I I I I ---- I -81 I 6 , _811 6 1 -6'I J 1 -7" QTY- 23 QTY- I QTY- 2 I I I I t 3'-211 X 5,'-2'' 2 -T-6 X 6'-1 2'-8" X 3'-3" 2 -2' -1" X 3'-6 I I I I I I I I I i I I 0 I I I I I I I I I I I 3 5 3 5 3 5 3 -2 3 1 3 1 I I I I I I EXI5T'G, RE51PEN1IAL ELEVATOR ON A 10" P I \ , I \ / \ / \0 / P. CONC, SLAD�ECES5EP 8" DELOW I \/ I I \/ / S I I EXI51r,'6,DA5EMENTCONC, 5LAD, j j I /\ /\ I /\ X x I I I I I I I I I I I \ / 1 I I I I I QTY- 2 QTY- I 5' -211 " X 5'-2" I'-5" X3'-2" - ---- - ----- I QTY- 1 21-811 L --------------- 2- 'S'-i" X6'-1111 I I I I I I (9' -611 L-------------------- 19' -611 ------------------------ VV-I I'' \/ 6'-I I" \/ v 6'-I I" > 1A -1 f�4 13A!5� M� Nf P ; / ; QTY- I O . tet, O� QTY- 2 QTY- 2 ;, ,,..�l� 31_511 X 6'-11" 3'-5" X 6'-11 .4'-011 X 6'-11 'S � z s�grF X2121 F.�G�� fl N N QN iF- �XI5-'INC SCALE; AlS-P p 12022 5�� 1/ 411i1 -011 P TIL Dir )E= 7122 MEPWG. NA ; Toy. 8,1 FOUNbAVONo & 13A5�M�NT p�AN THESE PZAWIN65 AI;E IN5TVUMENT5 OF SERVICE & A1ZE THE PROPERTY OF THE ARCHITECT,NO NO CHANGE5& 012 M012IFICATON5 5HALL DE ALL-OWW W/O WRITTEN AUTH0121ZAnON DY THE PWG. NO,; Al2CHI1ECT,ANY RMROnUCTON IN FART OR WHOLE 15 5TRICT.Y FWHIP1TEn PY LAW, AI OF, I�A o � LQ U � zN N Vol P e�ljd, I xf ;g, -///e/0, ox "'An, 510 RK, W W, AW 0, -1/5' I Z/0 77�- //Pdv� 0/l/ 1,A 1A, Koggl�Fol -------------U- xoev/ -------------------------------------------------------------------- ------------------------- ------------------------------- - - ------------------------------- I/X11 x xsw/,�/ 5 11 LAI 11 P 0 WWW` or /o /g 104 ------------------ --- ---------------------------- --------------- -------------- ------- --- --- Uo z � x �, � 77 c - 7-77 L73 UA [JA 777 X 7/7'Tizzi ------------ ------------------------------------------------------------- --------------- --------- ------ ----------------------------------------- ------------------------- ------------- ------- ----------------------- A co �E�u Ile,o XIN — 61 ----------- ------- --------------- -------------- --------- ------------ ------- -------------- --------------------------- oz-121 OFN �x I s�rl N� 5C F-: OI I ICIS ,/lam PWG, N"F-: 8.1-7 .22 �[-�VATICN5 TK5E MAWN65 AM IN5T12UMWr5 Or 5WICE & AS THE FROFRIY OF THE ARCHITECT, NO NO CHN\16F-5 & OR MOL91FICA11ON5 5HAA. PF- &LOVvr-t?W/0 VVRI'rTFN AUTHORIZATION DY THE t2wcA, NO.: ARCHITECT,ANY MPROPUCTION IN PAR-r OR MOtX �15 5TRICn-Y MOHIPITErl DY LAW, A-�5� i IV'fRUM UIOMM]DESIGN LOADS Leve Roads: o Rooms other than sleeping 40 psi o Sleeping Rooms 30 o Attics with Storage 20 Dead loads: a BRooa°construction 10.7 psf e Wam construction 9.6 e RooT construction 11.3 Snow load. 45 psi f _ i Q:ILlfI`�l�A.TH(and GE®(GI�FI3 C MSI[GI�MTER Ground snow load' 4��# 'Wind 112®Mh Elippsure B Seismic design category B VVekthering Severe Frost:line depth 3 feet Termite Moderate to In,e2vy Decay snght to modew`ae Winter design temp. 11B Ice shield aandetrlayanemt weal. yes Flood hazard lYo SPECIES AND GRADE FOR STRUCTURAL LUMBER 1aa®�-,a dalaa�g oasis m- d gateau to be Dong}!as i ia°, u=m7� E=LEM®rams Joist as noted. Sura flooring shall be CDX 31-x99 minimum thackn6sgo.All edges to be sed:on solid blocldng glued anal mailed. Wall sheathing.shAn be 7/16"mangmu m anal shall be nailed per rraal�areuaaen+s.a�naalaang 5alaea��aee. Solari bloclsang shaff be provided for all joists,galls at midi-point All studs shall be nailed with galyanazzed nail'peg-naffing seh. dole. All connectors to be Z ma'x or higher gtrade.All t'asteners la;ttedbelow are. to be-hotLdipped galvanized. Ail pie-engineered lumber slaaff be installed per nmnnnfractures specaficata®aps. DETAILS AEU)NOTES STEPHEEU R®SSETTI—ARCHITECT 28 TU RILE COVE®RIVE 50UTtiAMPT®6U EUY: v GENERAL NOTES: FOUNDATIONS: The Architect Will not have control or surge of and will not be responsible for corutraetion meati; methods,tedWVes&equtxwa and programs in connection with the week, Foundations shall comply with New York State Residential Building Code Section R403. 1• The comtraetar shat give all notion and comply with an laws,ordhunces,rules,regulations and I.wfut orders of any public authority bmtag on thoperfonnance of the work and&hail promptly notify the • Foundation wails shall have 1-A debar at the top of the wall and at the bottom Aoehhoct Ifthe drawings and specifications afb at variance therewith, of the footing. . 2: 6 m and contractor shall indemnify a8d hold hsrmlese the Architect and therm agents&nd employed ' • All footings shalt rat on undisturbed soil and shall be below the frost line of 36". damage;fie&aril expensd indutfitig but not limited to attorney foes arising out of or •. Step footings shall nothavo a slope exceeding I unit In 10 units horizontal(10%slope). rMstiss 6otn the Performance of the work provided that any such daim,'dartugq lose or expense(1)is • Mnimum compressive strength of concrete shall be 3,000psi for basement walls and 3,SOOpsL for attributable to bodily froM,sickness disease or death or to igjuty to or dcdmcdon of tangr'ble property garage floor slabs. . (other thea the work Itself)including the loo of use resulting therefrom and(2)L caused In whole or in • Concrete shall be air entrained if exposed to the weather.(include garage slab) Put by any MOSun act or omissioa of the contractor airy subcontractor,anyone directly or indirectly. • Soil bearing capacity calculated for this design Is 2,000psf and is for SW,SP,SM,SC,GM,GC employed byNy of them or indirectly employed by any of than or anyone for whose acts any of them ' soils If other types of soil aro encountered a soil test shall be perfomhed. I 3. may be uu 0. �whether or not it Is caused In put by.a Ply indemnified'hereunder. • Footings shall be 8'x16"oras noted on plans. partitions to ben on double floor joists • Walls shall be the following thickness for time heights:8fL wall=8"thickness for GW,GP,SW,I 4• All codes and segulatons OfNY$Building Code shall govern over all construction and installation. _ SP soils;8f1.wall=10"thickness for OM,GC,SM,ML soils.9%wall=10"thickness for OW, 5. Ali concraM to be a mht 3,000 psi at 28 days. OP,SW,SP,GM,GC,SM,ML soils. 6. Floor,cdtmg joists to be Douglas Fu;Fb-875 8-1.6M • Connote piers sholl be the wall themes&by 2 times the wall thickness spaced in=14'-S"apart 7, .All footings to bear on virgin soil • Backfill shall not be placed ngainst the wall till the wall has sufficient strength and has been P atsunted bearing capacity oF2 tom. anchored to the floor above, 8• All electric work shall conform to latest rev,of the National Eloctric Coda • Wall damp proofing shell a bituminous coating,3 pounds per square yard of acrylic modified 9. All plumbing work&hail comply with NYS Building Code. cement 1/8"trick Where basement is to enclose habitable or usable space in high water table or 10.IGtchen and bath to have exhaust fin as per NYS Building Code, other soil water condition it shall comply with R4062 of the buildhhg code. 11.Domestic hot water pipes and heaitng to be I.andated. ' o Ventilation for a basenteat or crawl space shall be isE for each 150sf of floor arra One such 12.Provide clock type daylw&thermostat. ventilation opening shall be within three feet of each comer of the building and as per R408.2 of 13.Doors and windows to be irtwlatod gWs. the building code. 14.entrance 40M to coaforrn to NYS Energy Code. 15.Provide awoke detadors is per NYS Building Cade. 16.Provide(2)2'xlr headers over any window and door openings unless otherwise noted. 17.Ali headers 6'or lager rust have double support studs. 18.Alt Lumber and plywood must be Smile stamped. I 19.Openings for emergency egress shall Include doors or operable parts of windows located as to provide unobstructed egress to legal open spaces.Such openings shall not Impede egress In an emergency,shall have a minimum area of S.7 sq.it with a minimum height dimension of;4"and a minimum width of 20"with bottom of opening no higher than 44"above finished floor. j. 20.Architect is not engaged for supervision In any capaclty unless noted otherwise. 21.All glass within 18"of finished floor shall be safety glass. STEPHEiv HOSSEi'iI-AliCHRECT 28 TURTLE COVE DRiVE i SOUTHAMPTON,NY r o ct!aels, .CC ur'gw*:Arex,a v;Ano N xss�mk-_.N,vsil: — z `- ro`-crAs vas?_�'a:�.c.::sn_n:.s..r,,.s!e•�� ^^ zr.;s>e.'reaa ca.n:as„4 wv rs aaucxti�sa;-�;�_.< -'•-„•��;,� .p. star •�.,.5 ,/ i' rimae; ��, �� ext�.�Y � ._�,•, :, /Irl NMI 31/16- r OVFR=IANGo. w C5'_Gld .a i• t-...1 �Iie G; G:pppn>! § 7x:3?._= ur-15/16- .._8- - L ht i - - AN •it41� it Fr i7 5 : U It V u 9/12. - 41'_31, WIDE - GOOD TO 40#GSL - 16” O.G. STORAGE RAFTER 64 RtFlCii .ANNl-CRCN: C3-2 - ,6'~x-'•5 C:"•-yyFe,ot.�:ti'•e,:1 F!.}P8�?T3i£r:.,;s_"'.-Y:TV?3 A'�-s s., .. "•- „�- '•^^ y::!p•i.%h =AA::'�4wM:4 t,OS.w,.y,�Mnu3:•,ouar_t C .. `:': /-1'. - '- .!xt r:.-�R'+-Q�T%.e,:;.�.;!3•:�5al:+�a M.Oa h.z;i•?IeiA x,^^r, /( t !,•2".%:0GA.5t;W 6'#5'O.0 :NnP,•.tl..+.s:asac::r.(•.c w,OL.`'M-'N"nd ze l;:.? ,�^ N1 IECIti1. 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Yscef5568 10B a ��m 4 REVISION HIS onh oEsa,wnau 1ApJ D � o�� 25 2018 37" x 57-1/2" ELMIRA i .� LEFT THRU CAB ELEVATOR - WEBER RESIDENCE ! 58 FINISHED HOISTWAY 40 1 ELMIRA RESIDENTIAL ELEVATOR 112 PLATFORM WEIGHT CAPACITY:950 LBS DOOR WALL TO BE NUMBER OF STOPS:3 CAB DESIGN:THRU 2x4 CONSTRUCTION32 STOP 1 TOTAL TRAVEL-220• - 5.50 36"DOOR PIT DEPTH:7'MINIMUM S SHOWN POWER SUPPLY.220V SINGLE PHASE 3/4"PLYWOOD CENTER MACHINE ROOM LOCATION:240' CLEAR OVERHEAD-.MINIMUM 96" CAB HEIGHT:84"STANDARD HEIGHT ENTRANCE HEIGHT:83" 87 STACK CAB.WALLS:BIRCH VENEER st' �r 60 CAB CEILING:BIRCH VENEER FINISHED, CAB FLOOR:PLYWOOD W/3/4'RECESS �� 57.50" i HOISTWiWY- NOM 1 CAB LIGHTING STANDARD LED LIGHTS CRITICAL li?, 572 HANDRAIL•36"LONG X 1 1/2"WIDE •/ PLATFORM FIXTURE FINISH:STAINLESS STEEL HALL CALLS:DUAL ILLUMINATED BUTTONS — " HAND IL OP ACCORDION GATE:VISIFOLD CLEAR ALUMN FRAME,CLEAR 1lvJ{ 37.00 LIGHT CURTAIN-YES NOM AUTOMATIC GATE OPERATOR:YES3 POWER LANDING DOORS:NO 284 B" DOOR SWINGS:ALL INTERIOR LH1RH STACK DOOR INTERLOCKS:HONEYWELL RDI ,-'� j'1• ' COP CHARACTERS:B.1,z CENTER 5.50 36"DOOR DOOR WALL TO BE STACK SHOWN 2x4 CONSTRUCTION 32 NO E:CENTER OF THE GATE IS 2"OFFSET FROM THE PLATFORM STOP 2,3 AND 1-1/2"OFFSET FROM THE CEILING SPECIFICATIONS PROVISIONS BY OTHERS PRODUDTION APPROVALS ROPED 1:2 HYDRAULIC DRIVE SYSTEM. 1)INTERIOR SURFACE OF HOISTWAY MUST BE PLUMB THIS DRAWING REFLECTS OUR INTERPRETATION OF THE GALVANIZED AIRCRAFT CABLE FROM THE BOTTOM TO THE TOP OF THE HOISTWAY INFORMATION THAT WAS PROVIDED ON THIS PRODUCTS 2 X 3/8"e 7 X 19 CONSTRUCTION WITHin•118" ORDER FORM AND EXACT ELEVATOR SITE MEASUREMENTS BREAKING LOAD:14,388 LBS(64.0 KN) 2)MACHINE ROOM AND HOISTWAY TO MEET THIS INFORMATION IS YOUR RESPONSIBILITY AND IS THE OLS 70MM OR 90MM HYDRAULIC CYLINDER REQUIREMENTS OF LOCAL CODES BASIS FROM WHICH THE CUSTOM APPLICATION DESIGN IS OPTICAL LEVELING SYSTEM 3)ELECTRICAL CONTRACTOR TO SUPPLY ONE DEDICATED DERIVED.PLEASE INDICATE YOUR REQUESTED ACTION BY SLACK ROPE MACHINED SAFETY BLOCK WITH CIRCUIT GROUND INCLUDED CABLE TO POWER UNIT CHECKING ONE OF THE BELOW BOXES AND SIGNING INTEGRATED SAFETY SWITCH LOCATION BELOW TO AUTHORIZE COMPLETION OF THIS ORDER. ROLLER GUIDE SLING 4)'ELECTRICAL CONTRACTOR TO SUPPLY DEDICATED 120 2-SPEED 4 COIL VALVE POWER UNIT(SOFT VAC SINGLE PHASE 15 AMP SERVICE TO A LOCKABLE APPROVED WITH NO EXCEPTIONS.MANUFACTURE START&STOP AT EACH LANDING) FUSED DISCONNECT ON CONTROL PANEL FOR CAB ❑ THIS ELEVATOR PER INFORMATION ON THIS DRAWING 1"MANUAL SHUT-OFF VALVE,LOW PRESSURE LIGHTING SWITCH,&LINE RUPTURE VALVE 5)PROVIDE CONNECTION TO OUTSIDE PHONE LINE FOR APPROVED AS NOTED.MAKE CHANGES AS NOTED 0.20 M/S(40 FPM)TRAVEL SPEED-NOMINAL INTEGRATION INTO CAMBRIDGE ELEVATING CONTROLLER ❑ BEFORE MANUFACTURE.NO RE-APPROVAL REQUIRED 3/4/5 HP POWER UNIT WITH SUBMERSED (PHONE LINE ALREADY IN ELEVATOR TRAVEL CABLE) MOTOR FOR QUIET OPERATION 6)PROVIDE APPROPRIATE SLEEVES FOR BOTH ❑ CHANGES AND REAPPROVAL REQUIRED L.E.D.DUAL COLOR ILLUMINATED PUSH ELECTRICAL CONDUIT AND HYDRAULIC LINE FROM DRIVE BUTTONS IN CAR OPERATING PANEL&HALL UNIT TO HOISTWAY CALLS 7)ONLY ELEVATOR MECHANICAL EQUIPMENT OR WIRING SIGNATURE: " CAR OPERATING PANEL WITH INCORPORATED TO BE IN THE HOISTWAY I DIGITAL POSITION INDICATOR,PHONE BOX,& 8)SUITABLE LINTELS OVER LANDING ENTRANCES ARE TO PHONE BE PROVIDED I PRINT NAME: AUTOMATIC ONE TOUCH CONTROLS 9)PROVIDE PIT WATER PROOFING OR SUMP PUMP IF - BATTERY BACK-UP FOR EMERGENCY NECESSARY LOWERING AND DOOR OPENING 10)SOLID CORE LANDING DOORS PROVIDED BY OTHERS DATE: DRAWING NOTES CAMBRIDGE ELEVATING'S RECOMMENDED MINIMUM HOISTWAY REQUIREMENTSLAYOUT DRAWING FOR HOISTWAY CONSTRUCTION ONLY FINAL CAB LAYOUT MAY VARY ALTHOUGH THE ELEVATOR IS DESIGNED TO MEET CSA-B44/ANSI A17.1.LOCAL CODES MAY VARY. DEALER IS RESPONSIBLE FOR COMPLYING WITH LOCAL CODES CAMBRIDGE ELEVATING INC.IS NOT RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE BUILDING AND ITS ABILITY TO SUPPORT THE ELEVATOR LOADS AND/OR REACTIONS CAMBRIDGE ELEVATING INC.RESERVES THE RIGHT TO ALTER EQUIPMENT&HOISTWAY REQUIREMENTS WITHOUT NOTICE HOISTWAY PLAN VIEW CAMBRIDGE CAMIBRIDGE INDUSTRIAL O,ROADNADAM Doe AMEe. AWE ERRESDENC�ATOR E L E V `� T 1 N G 800.265.3579 519.653.4222 JOB NO: 2017014 ISSUE A DATE: 130CT2017 DRAWN BY DS SCALE NIA REVISION h� ALL-ISLAND ELEVATOR -WEBER RESIDENCE STANDARD ELEVATION DRAWING 318 3114TOP CODED STRIP 6 .211 SHORT RAIL 284 -265 96 SPLICE PLATE __253 O/H 250 (MINIMUM) 1112 STROKE 210 198 CODED STRIP 117 180 COLLAPSED LIZ! TRAVEL CYLINDER 17 PRESTROKE 170 CYLINDER BRACKETrrRAVEL -167 CABLE CLIP SPLICE PLATE ` -155 131 220 TOTAL TRAVEL 95 CODED 91 STRIP -68 103 SPLICE PbkfE TRAVEL 51 411 JACKPOST 1 31JACKPOST 6216 BRACKET SHORT RAIL 7 PIT DEPTH R3=720 LBS M:\SS PACKAGESIz stu8\CEl.hmp R==225 UBS. R,-72o OISTWAY ELEVATION a.. WEBER RESIDENCE RAIL WALL �_l MUST BE PLUMB(31/8-) �� 30C�11a SQUARE 2017014 ` A 14 f TO BE LOCATED WITHIN 20 FEET OF TYPICAL MACHINE ROOM ELEVATOR SUPPORT WALL FOR LONGER DISTANCES CONSULT PROVISIONS BY OTHERS RAIL WALL CHANNEL ASSEMBLY CAMBRIDGE ELEVATING 48 RECOMMENDED H INTERIOR SURFACE U 4.0/5.0 HP,220Vl1160Hz DRIVE MOTOR HDISTWAY MUST BE PLUMB 2x 2-X6-FULL HEIGHT BETWEEN FLOORS 36 MIN. FROM THE BOTTOMTO THE 2x Y x 17 FULL HEIGHT BETWEEN FLOORS DISCONNECT SUPPLIED BY CEI.ON TOP OF THE HOISTWAY CHANNEL CONSTRUCTION MAIN ELEVATOR CONTROL PANELWITHIN TYPICAL 2 PLACES MAIWPUMP ELEVA OR UGHTWG 2x6 SCREWED TO 2x12 AS PER DISCONNECT DISCONNECT HYDRAULIC OIL 2)MACHINE ROOM AND EVERY6'WITH W10x3-112' HDISTVAY CONTROL PANEL HOISTWAY TO MEET WOODSCREWS.CENTER 32WEIGHTPREMIUM REQUIREMENTS OF LOCAL STUDDING FOR CENTER LAYOUT 161 CAPACITY 1QUI 25 US GALLON MIN CODES REFERENCE ONLY.STUDS ACCESS REQUIRED TO TOP OF UNIT CAN BE ALTERED SEE—11DARD DETAILS4'SHEET FOR OIL FILLING AND PIPING 3)ELECTRICAL CONTRACTOR FOR ELEVATION – TO SUPPLY ONE DEDICATED 314'PLYWOOD SCREWED TO o 74 CITH GROUND VAC 30 AMP POWER STUDS EVERY 12'WITH 24 MTU SCREWS 16 MIN. UNIT LOCATION.IOAWG WIRE MINIMUM RECOMMENDED. GFI HYDRAULIC PUMP UNIT 30� 4)ELECTRICAL CONTRACTOR TO SUPPLY ONE DEDICATED CAMBRIDGE ELF ATING S NOT RESPONSIBLE FOR THE 36"MIN.AS PER N.E.0 8 CIRCUIT;120 VAC BINDLE STRUCTURAL DESIGN OF THE 46 iM MIN.AS PER C.E.0 PHASE 16 AMP WITH GROUND BUILDING AND ITS ABILITY To RECOMMENDED SPACE REQUIRED INFRONT TO POWER UNIT LOCATION SUPPORT THE ELEVATOR 12AWG WIRE RECOMMENDED. OF CONTROL PANEL LOADS AND10R REACTIONS LIGHT FOR MACHINE 6)PROVIDE CONNECTION TO ROOM AR OUTSIDE PHONE LINE FOR INTEGRATION INTO ELEVATOR CONTROLLER(PHONE LINE IS 83.720 LBS. ALREADY RUN IN TRAVEL 'A DEDICATED MACHINE ROOM IS RECOMMENDED BUT CABLE BY CEI) NOT REQUIRED IN ONTARIO.FOR OTHER REGIONS, CONSULT LOCAL AUTHORITIES.- 6)ELECTRICAL CONTRACTOR TO SUPPLY R2=125 LBS. PIT LIGHT AND SWITCH, LIGHT TO BE IN PROTECTED Rr720 LBS. FIXTURE(GFI PROTECTED) T RAIL 8LBS/FT 7)PROVIDE TWO 3-DIA SLEEVES FOR BOTH ELECTRICAL CONDUIT AND JACK POST/CYLINDER RAIL BRACKET TYP RAIL BRACKET HYDRAULIC LINE FROM I 26 DRIVE ON TO ELEV OISTWAYR e)NO NON ELEVATOR MECHANICAL EQUIPMENT OR MAIN/PUMP DISCONNECT WIRING TO BE IN THE 30AMP 240VAC MAIN ELEVATOR CONTROL ROISTWAY SUPPLIED BY CEI USUALLY MOUNTED IN 9)SUITABLE LLNTELS OVER 19� 41 191 41 •CONTROL 24 LANDING ENTRANCES ARE \J 2 PANEL MACHINE ROOM ON WALL • / 12� 12Z LIGHTING DISCONNECT WITHIN e'OF POWER UNIT TO BE PROVIDED • 19h • B 191 SUPPPL ISAED1BY CEI PROOFAC FIV DE ING ORIS MP PUMP IF /6 121 12� 84'MIN. NECESSARY h RECOMMENDED y7 ; / 30 CEILING • 70 32�6t� • 32146th B} B} 48 HYDRAULIC 311 PUMP UNIT OFF LAG BRACKET TO RAIL WALL WttH6"V VL E L E v 'T L IN Gt PLYWOOD AND CHANNEL 1261INDUSTR-RO D CAMBRIDGE.ONTARIO, CONSTRUCTION USING 5 X HEX LAG CANADA SCREWS 318"X 3"LONG AS PER VERTICAL SPACING SHOWN ON STANDARD DETAILS-1 ELEVATION DRAWING RESIDENTIAL ELEVATORS ELEVATION 3 STOP SHOWN 2-5 STOP POSSIBLE PIT DETAILS 17 MINIMUM B'MINIMUM ePROVISIONS BY OTHERS HERRAUEICAMBRIAN ENIM 1)INTERIOR SURFACE OF FINISHED BASEMENT HOISTWAY MUST BE PLUMS •r:r•� FROM THE BOTTOM TO THE • •;:.%t• TOP OF THE HOIST WAY •: • RAIL BRACKET LOCATION DEPENDS WITHIN 1/6" .;y;' ,,•�; `r.,; 4•MINIMUM —r ON HOISTWAY TRAVELS/LAYOUT 2)MACHINE ROOM AND HOISTWAY TO MEET AS PER HOISTWAY LAYOUT SINGLE STUD REMAINDER OF HOISTWAY REQUIREMENTS OF LOCAL AS REQUIRED TO MAINTAIN tfi'CENTERS CODES PIT DESIGN FOR ELEVATOR 3)ELECTRICAL ' r°5` ,•.', ` •'• '•i• PURPOSES ONLY i!;•!,y. :!. 120•MINIMUM OM CONTRACTOR D SUPPLY •.t+ : �: < DOES NOT ACCOUNT FOR ANY 96° 108° ONE DEDICATED CIRCUIT; a ' t ELMIRA HERITAGEICAMBRIAN WHEN USING 94.5' 220 VAC 30 AMP WITH •• ADDITIONAL STRUCTURAL LOADING TALL DOORS Y'••��'' ' .r ,•,� •.. 'A'. ••` MINIMUM O/H MINIMUM O/H GROUND TO POWER UNIT • i ;i••.i•' LOCATION.10AWG WIRE I a. ` •�• PIT SHALL BE KEPT CLEAN AND RECOMMENDED. 'f' •�d •! i, '•:+ FREE OF DIRT AND RUBBISH AND . d •+•�. THE ACCUMULATION OF WATER.IT 4)ELECTRICAL CONTRACTOR TO SUPPLY ONE DEDICATED SHALL NOT BE USED FOR STORAGE �,Tr� •� 2x6 AND 2x12 FULL HEIGHT CIRCUIT;120 VAC SINGLE �. •.,' '♦ '• :,•i PURPOSES BETWEEN FLOORS-NOT BLOCKING ' 4�, ' A. ,,• CHANNEL CONSTRUCTION PHASE 15 AMP WITH GROUND AS PER HOISTWAY LAYOUT ^ �" TO POWER UNIT LOCATION • A t'• PLYWOOD SHEATHING 12AWG WIRE RECOMMENDED '�,:; •�. .•' •:.; '., .�•',+ NOT SHOWN(SEE DETAIL SHEET-1) 5)PROVIDE CONNECTION TO °•f • A, 1'•�• PR FLOOR BE MADE OF MINIMUM OUTSIDE PHONE LINE FOR •t. INTEGRATION INTO ELEVATOR Z;; •,a •�' 1�' 15MPa CONCRETE CONTROLLER(PHONE LINE IS •Q •� ALREADY RUN IN TRAVEL '�•"•'. •. •.y •:,4 •• A', MINIMUM 4°THICK CABLE BY CEI. t9 •• �, S:•• 6)ELECTRICAL ti•�. ' -A• CONTRACTOR TO SUPPLY .,• t PIT LIGHT AND SWITCH, ;j ��5.; :•/•-''.�•.'• TRAVEL LIGHT TO BE IN PROTECTED r' FIXTURE(GFI PROTECTED) PIT FLOOR TO BE DESIGNED FOR AN IMPACT LOAD OF 9600LBS AND STATIC LOAD 550CLBS UNDER CYLINDER 7)PROVIDE TWO 3'DIA SLEEVES FOR BOTH REINFORCING AND STRENGTH AS PER LOCAL STANDARDS AND CODES ELECTRICAL C NDUIT AND THE DESIGN AND CONSTRUCTION OF ALL HYDRAULIC L E FROM WORK IS TO CONFORM TO THE LOCAL DRIVE UNIT TO HOISTWAY BASEPLATE/EQUIPMENT LOADS APPLICABLE BUILDING CODE AS PER THE WALL DRAWINGS HAVE S)NO NON ELEVATOR MECHANICAL EQUIPMENT OR HOISTWAY uroWr BEEN PREPARED USING ENGINEERING WIRING TO BE IN THE BASEPLATE aSj PRINCIPLESANDTHE DESIGN LOADS HOISTWAY ILD STEEL(HRS) 10 GUAGE MTHAT ARE APPLIED BY THE RAILS TO SAO THE WALL HOWEVER THE DETAILS AND cENTEALiHE Sam ZINC COATED MEMBER SIZES 9)SUITABLE LINTELS OVER ANO AHE ATTACHMENTS TO CYLINDER eASEPlA1E LANDING ENTRANCES ARE HELPS DISPLACE EQUIPMENT LOAD THE STRUCTURE SHOULD NOL BE CONSTRUED TO BE PROVIDED AS A COMPLETE WALL SY&TEM.THE ON TO PIT FLOOR CONTRACTOR AND/OR THE PROJECT ENGINEER IS RESPONSIBLE TO EVALUATE THE OTHER LOADS 10)PROVIDE PIT WATER AFTER FINAL POSITIONING OF SYSTEM THAT ARE APPLIED TO THE WALL FROM THE FLOOR PROOFING OR SUMP PUMP IF LAG BASEPLATE TO PIT FLOOR USING 4- OR ROOF SYSTEM AND MODIFY SIZES OR NECESSARY CYLINDER LOCATION 5116"X2-1/4"ANCHORS CONNECTIONS AS REQUIRED BY THEIR ANALYSIS 96001.8 IMPACT LOAD AND 55MLS STATIC LOAD 4.500 6.16 BASEPLATE I TRAVEL •, AS PER HMSTWAYLAYOUi Ham-- 7.25 5/8 JACKPOST 8"MINIMUM 12"MINIMUM SUPPORTS AND SECURES CYLINDER PIT DEPTH PIT DEPTH 3.00 TUBE ELMIRA HERRAGEICAMBRIAN CORRECTS DISTANCE OF TRAVEL518"WALL CAMBRIDGE CAUSING CYLINDER TO TOP OUT NOT E L E Y T ALLOWING EQUIPMENT TO LEAVE RAILS rxe+i"oc o wDo. s•y " .. .•` RAIL WALL r °w ti•' •+• MUST BE PLUMB STANDARO DETAILS-2 ! AS PER 8 SQUARE RESIDENTIAL ELEVATORS HOISTWAY LAYOUT S� CAMBRIDGE ELEVATING SAFETY ENHANCED DOOR SYSTEM B44-16 CAB GATE HOISTWAY WALL FOLLOWING THE DIAGRAM BELOW AND ADHERING TO THESE DIMENSIONS WILL AVOID HAVING A SPACE OF MORE THAN 4"BETWEEN THE HOIST WAY FACE OF THE SWING LANDING DOOR&THE CAB GATE.WITH THE ADDITION OF THE LIGHT CURTAIN,THIS SPACE IS FURTHER REDUCED AND THE ELEVATOR WILL NOT FUNCTION WITH THE LIGHT CURTAIN OBSTRUCTED. SWING LANDING DOOR B44-13 & PRIOR FOLLOWING THE DIAGRAM BELOW AND ADHERING TO THESE DIMENSIONS WILL AVOID HAVING A SPACE OF /4"MAX.- B44-16 MORE THAN 6"BETWEEN THE HOIST WAY FACE OF THE SWING LANDING DOOR&THE CAB GATE.WITH THE CLEARANCE BETWEEN THE SWING ADDITION OF THE LIGHT CURTAIN,THIS SPACE IS FURTHER REDUCED AND THE ELEVATOR WILL NOT LANDING DOOR AND THE HOISTWAY FUNCTION WITH THE LIGHT CURTAIN OBSTRUCTED. EDGE MUST NOT EXCEED 3/4" TOP VIEW SIDE VIEW 3"MAX.2-3/8"MIN.-IB44-13&PRIOR] CLEARANCE BETWEEN THE SWING LANDING DOOR AND THE HOISTWAY CAB EDGE MUST NOT EXCEED 3" 3/4"TO 1-1/4" CAB GATE RUNNING CLEARANCE n FINISHED EDGE 4"MAX.- ---� ----- -------- OF HOISTWAY L�B44-16 CLEARANCE BETWEEN THE HOISTWAY FACE OF THE SWING LANDING DOOR AND THE GATE SHALL LIGHT CURTAIN FOR LIGHT CURTAIN FOR NOT ALLOW THE LANDING DOOR TO CLOSE WITH A 4"DIAMETER BALL ADDITIONAL SAFETY ADDITIONAL SAFETY INSERTED INTO THE FOLDS OF THE GATE SWING LANDING DOOR INTERLOCK 5"MAX.-IB44-13&PRIOR] CLEARANCE BETWEEN THE LANDING AY FACE OF THE SWING LANDING DOOR AND THE FACE OF 4"DIAMETER BALL REJECTION. B[ 44_161 3/4"MAX.tB44-161 THE CAB GATE MUST NOT EXCEED 5" FOLDING GATES AND LANDING-DOORS CLEARANCE BETWEEN THE MUST BE INSTALLED TO REJECT A 4" 'SWING LANDING DOOR AND DIAMETER BALL LOCATED IN ANY OF THE HOISTWAY EDGE THE GATE FOLDS WITH 75LB OF MUST NOT EXCEED 3/4" FORCE APPLIED(THE LANDING DOOR E L E V -,�& T I N G SHALL NOT CLOSE) 3"MAX.,2-318"MIN.1844-13&PRIOR] CAB i u LANDING CLEARANCE BETWEEN THE 6"MAX.IB44.13&PRIORI SWING LANDING DOOR AND 1261 INDUSTRIAL DR. CLEARANCE BETWEEN THE THE HOISTWAY EDGE CAMBRIDGE ONTARIO HOISTWAY FACE OF THE SWING MUST NOT EXCEED 3" CANADA N3H4W3 LANDING DOOR AND THE FACE OF THE CAB GATE MUST NOT EXCEED 5" SAFETY ENHANCED 3/4"-1-1/4" CODE REF: B44 DOOR SYSTEM RUNNING CLEARANCE SECTION 5.3.1.8 IMPORTANT NOTE: SWING LANDING DOORS MUST BE OF SOLID CORE CONSTRUCTION ELMIRA MODEL WITH IMPORTANT NOTE: HOISTWAY MUST BE PLUMB WITHIN 1/8"TO ENSURE ADEQUATE GAPS/RUNNING CLEARANCE ACCORDIAN GATE -:v. v q •'u:-....„s wxr✓"`w fir. .. r% iy. w � Post VinImm ;Cs by, np�mR9E ' ` nCfiGknQ53 �y r� �, t '71 } j It ,--r( f t� �.e i i�Mst ,.. + ; 40dormaybe��`� .....' t, ...e,.� ._...,... -..,.. .�„ t ....__1_v t ' M cF? qy C «_,. „_ _ _ `� V, '�- u , f ,f ,. -i f a o • 4• IE' r r.' _._r w •t f �' V rticat HDV Installation f � r t � N�ffad • ' , portion t3 • 1� � � �_.__...._».,_ ,,.,,.r. .�.».,. ,r._.,. .,_ « �...w.f _. ,,,_... ..,_...�� _._._ ..Rr«« .., >M. . �. � .�... .«,._. _._. ,_.,._f �...�.,,.,.... _�._. � ., ..._... -....._ -, (� � # .• ? 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INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF 651 West Main Street, MAIN HOUSE HEALTH SERVICES' REGULATIONS, STANDARDS,AND REQUIREMENTS, Riverhead, NY 11901 #OF BEDROOM: 6 AND SHALL BE STRICTLY IN ACCORDANCE TO THE MANUFACTURER'S 631 5912402 BUDUS POND ROAD SEPTIC TANK: .INSTRUCTIONS631 323 1426 REQUIRED:1,500 GALAS PAR TABLE 2A, SCDHS RESIDENTIAL info@studioabarchitects.com STANDARD 2. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE 6.32 DESIGN: 1,500 GAL SEPTIC TANK +721 PUBLIC WATER IN + ° � � "o p PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES) STREET THROUGH THE SUFFOLK COUNTY DEPARTMENT OF LABOR LICENSING QED Aft ° LEACHING SYSTEM: ELGEN GSF mailing address: ° ROW OF PLANTING OR SHRUB EDGE OF a REQUIRED:TOTAL LENGTH 92 FT AS PER NYS RESIDENTIAL AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE PAVEMENT _ _ § PO Box 444 µ s.00 563-79(11)(J). THE DEPARTMENT OF LABOR, LICENSING AND CONSUMER Orient, NY 11957 ,e$__-____ STANDARDS TABLE 6D, USING APPLICATION RATE 1.2 --'--------- ------------- ----I--- - --- WATER DESIGN: (2)-ROWS EACH 48 FT TOTAL 96 FT INSTALL ON AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE HOLDERS. FOUND EL WATER 5O% EXP. UNDERGROUND ELECTRIC MAIN ' GSF REPLACED CLEAN SAND AND GRAVEL FILL UNTIL SOILS FOUND CONC.MON. W W W W SP OR SW REACHED CONC.MON. ROW OF BUSHES& 50.0'TRENCH LENGTH SEPTIC/TREATMENTCONSTRUCTlON CRITERIA: TREES Ns " 1. SEPTIC/TREATMENT 100.00' FOUND I CONCRETE SHALL BE MINIMUM 3000 PSI, 28 DAYS SET. : - - - 4om d8.0'UNIT LENGTH-- ----- ---T -- CONC.MON. O 5.7N 50°45'00"E o II ALL NON-CONCRETE TANK WALLS, FLOORS, ROOF AND ACCESS N -1 - DISTRIBUTION BOX ; s v;':; �, 7. .T:yv. : �6 is 2 12.7' �.o' COVERS SHALL RESIST AN APPLIED FORCE OF 300 POUNDS PER SQUARE ------------ - - 75.00' POLYLOK 20" 11.6'a FOOT PSF . 00 z -------------_M ____ TYPE I RETAINING WALL z _„: .,,•, , �_,., ,� _ r o s................._.___ o III. NON-CONCRETE PREFABRICATED SEPTIC TANKSHALL CONFORM TO ? 5 12' v :,, v , _� m W/RAILING (WHERE WALL HT lu THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL -- o o MORE THAN 30" OFFICIALS"AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC o E 4' EL. 7.9' EL.6 4' ) "'--- TOP OF WALL EL. 6.2' z ¢- ��. 1500 GAL rr--r=r-i i=-i=-�= _ca__�__o =�� „ ST O -L_ - -__I-__I__I _=-I--v -JJ i TANKS ANSI Z1000-2007 AND ANY UPDATES THERETO. Owner: o TEST -- -- , TYPE III RETAINING WALL IV. EACH SEPTIC TANK SHALL BE IDENTIFIED BY THE MANUFACTURER N M � HOLE _ __- 65 --- 55-aO�O ' MOREILING THAN 30"�RE WALL HT ATTHEDDISPLAY THE INLET END OF THE TANK: INFORMATION PERMANENTLY MARKED JOHN WEBER O D LOCATION DATA 112'+1 6 , + - A B C TOP OF RETAINING WALL 1. MANUFACTURER NAME OR LOGO -� 1 23.7 25.3 I s10°' I. 6 - 3-7 FOLLOWS HIGHER GRADE 2. CAPACITY AND NUMBER OF OPENINGS ITF= 2 32.0 32.7 w z m 3. MAXIMUM DESIGN LOAD 53 Wood Hollow Road, Albertson, NY 11507 O 3 27.4 21.5 E c S P PERMEABLE o 4. THE DATE MANUFACTURED. tel. 516-621-5422 M 4 35.0' 29.9 WALKWAY V ALL CAST-IRON AND HDPE COVERS SHALL BE SET AT FINISHED e-mail jwnelvis@aol.com ELECTR5 48.3 26.4 METER IC TEST HOLE DATA GRADE, BE LOCKING, TAMPER-RESISTANT, WATERTIGHT, INSECT- 6 52.6 34.1 A NEEDS TO BE PROOF AND BE APPROVED FOR SEWAGE USE. COVERS SHALL BE 2 Y E3_8 m SHIFTED, IF (TEST HOLE DUG BY McDONALD CAPABLE OF WITHSTANDING A TRUCK WHEEL LOAD (36 S IN. OF 2500 LB z o REQUIRED FOR 60 MIN WITH A MAX. VERTICAL DEFLECTION OF 1.5 IN. , N) 2014 12:10P IV) _ ; m o C VI. ALL COVERS FOR PRE-CAST CONCRETE STRUCTURES, WHEN NOT PERMEABLE a m property map#: cn / `~`� EL. REQUIRED TO BE BROUGHT TO GRADE, SHALL BE OF PRECAST r0 C DRIVEWAY 1>0 p r 5.5' 0, REINFORCED CONCRETE(OR EQUAL) 1000-56-05-20 E USED ON NOW W c �F4c� 6J r- m O DARK BROWN LOAM OL CONCRETE TE I. HDPE SEPTIC TANKS THEY SHALL ES AND RISERS ARE I SEDT AOT B FINISHED GRADE, BE site street address: n r m ( I 5 39.6' n r o 1 BROWN CLAYEY SAND 150 Budds Pond Road z I 4 z EL. LOCKING, WATERTIGHT, INSECT-PROOF,AND BE APPROVED FOR D O 1o.r r+---- --- --------�, 3, o FENCE O �� 2 2, SC SEWERAGE USE. Southold, NY 11971 4 z m 1.3'E. 3.3' ECK 2. SEPTIC TANK SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND WATER IN BROWN CLAYEY SAND SC AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE sa CORROSION OR DECAY. 4 q- ' FRENCH DRAIN a 5' A.ALL SEPTIC TANK MUST BE CERTIFIED AS WATERTIGHT BY 5J PUMP TANK W/SUMP PUMP °"° MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING METHODS. 7' WATER IN BROWN FINE W I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG) FOR 5 E---- ► I A COURSE SAND SW MINUTES WITH A LOSS OF 10%OR LESS. No. Description Date '�� il\j�� 100 II. WATER TESTING MUST FILL TANK 2"ABOVE RISER i r�N,1\ T� � d °° CONNECTION WITH WATER FOR 24 HOURS, REFILL WATER TO j / 0 HEIGHT IF NEEDED, MUST HOLD FOR 1 HOUR WITH ZERO LOSS. B.ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A y =° CAST-IN-PLACE,WATERTIGHT, SEALED FLEXIBLE JOINT AND THE PIPE GRADE EL.8.7 ��O 12' GASKET SHALL BE FASTENED TO THE PIPE WITH A STAINLESS STEEL RETRACTABLE CLAMP. ANY NEW HOLES REQUIRED TO BE INSTALLED z'H Dw 1:3 SLOPE MAX. I FouND ONSITE SHALL BE CORE-DRILLED. +ss +A6 A3 CONC.MON. C. PRECAST CONCRETE SECTIONS SHALL BE SEALED WITH ONE (1)- GROUNCWATER EL.2.2' 0 ss (7)-8 DIA. 2 ABBREVIATIONS: INCH BUTYL RUBBER JOINT SEALANT WHICH CONFORMS TO ASTM EL.0' DRYWELL \ C-990. JOINTS ALIGNED IN THE SAME PLANE WILL ALSO HAVE FLAT 4- \ & AND BUTYL TAPE APPLIED TO THE OUTSIDE OF THE JOINT, tis2° ? \ O \ @ AT s'D° ° BW BLACK WATER 3. THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM STORMWATER RETENTION SYSTEM �,`oG "%2 \ w\',�1 14 CONC. CONCRETE THE OUTLET INVERT TO THE BOTTOM OF THE TANK COVER. CALCULATIONS: y 4' ��\`� NOTES: C.O. CLEAN OUT 4'0 \ 9�0� \ E or ELEC. ELECTRIC 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE ROOF AREA: 2,100 SQ. FT. ? °oo a SITE PLAN IS BASED ON SURVEY BY NATHAN TAFT CORWIN III LAND ELEV. or EL. ELEVATION PROVIDED BY AN ACCESS COVER WITH AN INSIDE DIMENSION OF AT NORTHEA13T QUARTER ROOF(1/4 OF ROOF AREA) \ SyA" +s \, o �� Q SURVEYOR, LAST DATED 9/9/2020 G GAS LEAST 20 INCHES IN DIAMETER,AND IN COMPLIANCE WITH 5-111 AND RUN-OFF TO BE DIRECTED TO DRIVEWAY \ �6r2 `'Nye �,�QOS� GFCI GROUND FAULT CIRCUIT INTERRUPTER 5-1148-7 OF CDHS RESIDENTIAL STANDARD 2016.ALL OPENINGS SHALL °°o �° �, S.C. TAX No. 1000-56-05-20 GW GREYWATER MEET THE FOLLOWING REQUIREMENTS: 2,100 SQ. FT. X(3/4)X 0.17=268 CU. FT. (2" FALL) +so�q LOT 18, MAP OF WILLOW POINT, FILE NO,4652 FILED JULY 16, 1966 HDPE HIGH-DENSITY POLYETHYLENE A. OPENINGS SHALL BE PROVIDED OVER ALL INLET AND OUTLET PIPES 268 CU. FT. /42.2=6.4 VERTICAL FT. OF 8' DIA. ' �� ej- LP LEACHING POOL B.WHERE EXTENSIONS ARE REQUIRED, THEY SHALL BE WATERTIGHT (4)8' DIA. X 2' H STORM DRAIN POOLS REQUIRED , PROPERTY LOT AREA: 18,936 SQ. FT., 0.435 AC. (TO BULKHEAD) MAX. MAXIMUM C. SEPTIC TANK MANUFACTURERS SHALL PROVIDE A LABEL OF ��`. I o o \ / ?s MIN. MINIMUM NONCORROSIVE MATERIAL IN PROMINENT LOCATION AT EACH DRIVEWAY AREA: 1,890 SQ. FT. GL�',o�� m m2 \ , �� 0S ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ACCESS OPENING TO WARN"ENTRANCE INTO TANK MAY BE FATAL" 1/4 ROOF AREA: 525 SQ. FT. 2C '� moho EXISTING ELEVATIONS ARE SHOWN THUS: 5.0 (1,890+525)SQ. FT. X 0.17=411 CU. FT. !O i�, /��\ ,� e�` i/ Looe °o,�°o PROPOSED CONTOUR LINES ARE SHOWN THUS: N.T.S. NOT TO SCALE 5. ADDITIONAL TANK WATERPROOFING 411 CU. FT. /42.2= 9.7 VERTICAL FT. OF 8' DIA. (5)-8' o� Fs ,\ / o,j+ �` o REQ. REQUIRED ALL CONCRETE TANKS WILL HAVE THE FOLLOWING ADDITIONAL DIA. 2'H LEACHING POOL REQUIRED �� -0 ° \;. a o . S'p FLOOD ZONE INFORMATION TAKEN FROM: SCDHS SUFFOLK COUNTY DEPARTMENT OF WATERPROOFING: O pc s i O FLOOD INSURANCE RATE MAP No.36103CO158H USING PERMEABLE DRIVEWAY PAVEMENT, 50%OF �'� F /�� ° ! O� HEALTH SERVICES A. ADDITIVE TO CONCRETE MIX(ZYPEX OR EQ.) /�, �5ii o �� Q ST SEPTIC TANK B. WATERPROOF COATING ON THE EXTERIOR OF THE TANK ABOVE SHALL BE CONVEYED BY SUMP PUMP TO (3)- p % dao°o �Q`' ZONE AE: BASE FLOOD ELEVATIONS DETERMINED W WATER (CONSEAL CS 55 OR EQ.) STORM DRAIN POOLS. Fa /'' ��GO�G`deo �J ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL W/ WITH wFTFOFT7 / s P�J�� G'�O CHANCE FLOODPLAIN. SEPTIC TANK INSTALLATION STANDARDS TOTAL(7)-STORM DRAIN POOL SHALL BE INSTALLED. �Nas°q< 'A�: � �� 1. ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. 2. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAXIMUM TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER _0 INCH)ON A MINIMUM 3 INCH THICK(OR MANUFACTURER'S go� RECOMMENDATION) BED OF PROPERLY LEVELED AND COMPACTED SAND (FREE FROM ROCKS) OR PEA GRAVEL. BACKFILL SHALL BE PLACED n SEWER SYSTEM LAYOUT AROUND THE SEPTIC TANK IN SUCH A MANNER AS TO AVOID DAMAGE AND ' 1�� = 20�- COMPACTED IN 6-INCH LIFTS. BACKFILL SHALL BE FREE OF LARGE STONES, STUMPS, AND CONSTRUCTION DEBRIS. 3. THE TOP OF THE SEPTIC TANK SHALL NOT BE LOCATED GREATER THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. FOR SEPTIC TANK WITH DOMES, THE TOP OF THE DOME SHALL NOT BE LOCATED GREATER THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. 4. THE PREFERRED METHOD OF DEWATERING WILL BE BY PUMPING AT PROJECT RATES LESS THAN 45 GALLONS PER MINUTE FROM AN ADJACENT, DEEPER HOLE. PROPOSED METHODS FOR DEWATERING WILL NEEDS APPROVALS Wastewater System 1500 GAL AND EVIDENCE OF COMPLIANCE WITH NYSDEC REQUIREMENTS. nff 9 7 2029 SEPTIC TANK EFFLUENT FILTER GENERAL NOTE B u d d s Pond Road 4"WASTE 35 ELGEN GSF IN 4"T 1. BEFORE ANY EXECUTION, VERIFY ON SITE, IF APPLICABLE: OR SDR 35 CLASS 2 -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. 1/4" PER 12" 4"WASTE LEACHING -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. SLOPE MIN. CLASS 2400 OR SDR 35 SYSTEM -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS, HOUS 1/8" PER 12"SLOPE MIN. -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES, AND/OR 12" RISER DISTRIBUTION BOX REQUIRED STRUCTURES EL. 11.40' FINISHED GRADE EL. TYP. POLYLOK 20" -ANY TREES WHICH MAY AFFECT TO THE INSTALLATION 11 7'25 2. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR D _ MIN. 1:3 SLOPE MAX. DRIVEWAY ENTRY LEVEL EL. 5.T FLOOD CONDITIONS EXIST. 10.0' 4.5' DROP 12.5' FINISHED . .. u... . ..,.. . .,. ... . . , EL. 62 OP OF GRADE RETAINING WALL SUFFOLK COUNT' DEPARTMENT OF HEALTH SERVICES AS BUILT FOLLOWS UPPER GRADE LOWEST APPROVAL OF CONSTRUCTED WORKSR LEVEL ASINGLE FAMILY RESIDENCESystem Layout o � ,. _ .°�. d .,• •. •-• •-a GROUND WATER LEVEL EL. 2.5' 8= ° °-' - a:', ----- ---- 12" M EL. 2.2' Dat- - - - - - - - - 6 N 4/29/2022 H.S. Nil. R10-15-0040 N - ° ,_- Project number 1774 - _ - - - - - _ _ - _ _ - - - - - - - The sewage disposal and water supply facilities at this location have been .. Sw So1L EL. 0inspected and/or certified bthis De art e(�t Col• other agencies and found Date 3/4/2022 ' 0 EL. 0.5'+/- O O BOUNDARY t0 be satisfact ry F=OR A MAXIMU I OF 6 BEDROO S, Drawn by HA Q � M HCV I-- a0 F- O) = REPLACE SOIL WITH CLEAN 00 w Of C° " ``' Of `" O z NSAND AND GRAVEL FILL UNTIL Checked by GB o W L = W Lo w w L0 w Lo F- w v FOOTING STEPS DOWN FOLLOWING RAMP v Zw = Zw zw zw zw m � w SOILS SP OR SW REACHED o SECTION DIAGRAM GRAIG KNEPPE , PE.., CHIEF= C . 0 1 0 N.T.S. Office of t fas-tewater Management N Scale As indicated M 63.0" studio a/b architects LIFTING STRAP LIFTING LUG ANTI BUOYANCY STRAPPING AND ANTI-BUOYANCY INSTALLATION NOTES: ANCHOR 651 West Main Street, _ --- ------------------------------- ----- _---_-- Riverhead NY 11901 r^ - 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF 631 5912402 - -18"X 8"X 12'CONCRETE - - - - i HEALTH SERVICES' REGULATIONS, STANDARDS, AND REQUIREMENTS, AND RISER CONNECTION 631 3231426 SHALL BE STRICTLY IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. - TOP SOIL info@studioabarchitects.com - - - - - i 2. CONCRETE DEADMEN SHALL BE INSTALLED, SIZED AS SPECIFIED IN BUOYANCY CALCULATIONS. DEADMEN MAY BE CAST IN CONCRETE, OR PRECAST GRADE FOR PROPER DRAINAGE CONCRETE. CLEAN 3. SIDE FILL MATERIAL SHALL BE HEAVY SOILS OR CRASHED ROCK WITH GOOD mailing address: ° SHEAR CHARACTERISTICS, NOT SAND OR LOOSE SOILS WITH HIGH SAND 48" 48" 48" 4" PERFORATED PO Box 444 ��p AA 0 0 0 1 0 o CONTENTS Orient, NY 11957 4. INSTALL SIDEWALL BACKFILL IN SIX INCH LIFTS, COMPACTING AND EACH LIFT - AND INSURING FILL MATERIAL IS WORKED INTO THE TANK HAUNCH. 6 36„ 6 IF MORE THAN 18", O 1 O O 5. PLACE THE CONCRETE DEADMAN AT A DEPTH THAT ALLOWS THE TOP OF THE VENTING IS REQUIRED DEADMEN TO BE LEVEL WITH THE COMPACTED BED ELEVATION. - _ _ - � - e-- _ �- e--_ � � -�- - - � �- - - 6 SECURE THE TANK TO THE DEADMEN USING STRAPPING OR CABLE PRODUCTS Z - - - - �►, o ° APPROVED FOR BURIED INSTALLATION. NYLON OR POLYESTER STRAPPING C14EL. 62 '9I VIA� O 10 O W WITH MIN. 10,000 LBS CAPACITY IS REQUIRED. °O N IX 7. PLACE STRAPS OVER THE TANK AT SPECIFIED LOCATION ONLY. THE IM-SERIES g ° ° TANK STRAPPING LOCATIONS CORRESPOND TO STRUCTURALLY REINFORCED 0 0 0 0 o AREAS OF THE TANK BODY. ` Cl) BOTTOM OF 1 ° 8. TIGHTEN STRAPS SNUGLY WITH A RATCHET OR TURNBUCKLE SYSTEM TO _ - TRENCH REMOVE ALL SLACK AND SLIGHTLY PRE-LOAD THE SYSTEM. ° ' ;e,•' •'a = - - - - - - Q d 9. ALL CONNECTIONS, FITTINGS,AND HARDWARE MUST BE CORROSION ;= " d' " `'• ' ASTM C33 _ --------_-- RESISTANT OR COATED WITH EPDXY OR OTHER CORROSION-RESISTANT ° b Owner: ------------------------ - MATERIAOLS TO INHIBIT DETERIORATION IN THE SUBSURFACE ENVIRONMENT. "; p d ad I - - - -175.6"- - - - - I 10. CONSIDER ENCAPSULATING SUCH COMPONENTS IN HEAT-SHRINK TUBING OR ;, ;, : No , e a' ° HIGHEST RECORDED HIGH JOHN WEBER APPLY A CORROSION-RESISTANT COATING PRIOR TO BURIAL. _ , , �"• _ - GROUNDWATER ELEVATION - - - - r EXTER101R - - - - - i ° - - - - - - - - - - EL. 2.2' �-=- --------- --=_-' �- - - o Albertson, Y 11507 -------------------------- ZACLEAN:,.°-e •° "•"b' ^° ,,°_ -,�--,,°d . =° , �,• 53 Wood Hollow Road, A n, N tel. 516-621-5422 -SAND" e-mail jwnelvis@aol.com 1 ;-AND d 4q EL. 0' a" a ab- `�. TOP VIEW 4" PVC INLET 24" DIA. ACCESS PORT 1 1 12" RISER, TYP. OUTLET TEE, TYP. ° - - - - - - - CLASS 2400 OR TEE WITH LOCKING LID (3) EFFULUENT LIFTING STRAP, TYP. EL. 0.5'+/- SW SOIL property map#: SDR 35 PVC OR o FILTER ABS I SEAM CLIP, TYP. 1000-56-05-20 Q 4" PVC OR CROSS site street address: O ABS - 150 Budds Pond Road m EXCAVATE AND REPLACE SOIL Southold, NY 11971 a do a12 �'. _ _. . ° • b< - LENGT WITH CLEAN SAND AND GRAVE 1. TO EL. 5.0'+/-WHERE SOIL INLET 0 116.9%AIR °,' tre°NJ CONTINUOUS -� `' OUTLE E BAFFLE :a a w, ELASTOMERI � 0.2"WALL ------------------------------------- M 1 WALL THICKNESS GASKET 0.31 _ W No. Description Date o� o I-_ 1 C PARTMENT COMPARTMENT 1 I ° _ ,y " 2..X 2.. A B Iit1OYANCY ° FIBERGLASS1PING d° • J ;d Q • G A _d°• SUPPORT _�J - 44- (TYP.) d(TYP.) IE WRAP BAFFLE 1 "ha 4`ao 4,•°4 ,"q °a� as G-°,q ems' 1°Uo G�oG"'c o c p° o.p�q odo ,a A n G�q sq °a� a° G0q °a L. o Gbo `" to`ac P�°a ,"'q °4� ao P °q ° G�q -'q, e a p ao G�q'°du o a� ao Poq ° °a h o Goq o -° Q __ -°'� •`.°- '4,'•' - •• '.a ° " ' :CLEAN 022.45" 4. o hsq °ao GsgQo q °a as oa o q 4 °a�" As• �i a4G°gQ q ob4 a° Gaq °� °a4 �° P®q a� •• • p�q _O :d.. ° ad.. o G�°G� 4 eat ao G 9G 4 °a��a° Gag o p°adP°4P'4 oa!r as G C `q °aA ao Pe9 ° od P, o G 4' a� o G q A o P G Ob o GSC V d 4 ;d" , ° E, 2/3 TOTAL 1/3 TOTAL a° G ° °a 4 - q e e b 4 '. ° °aSAND QJ21.65 _ p a G -- ;_. • • �'A_ ND:, - ,-`.°• -• 1 INLET, MIN. 3"SAND OR 18"WIDE 8" HIGH 12' 7 OUTLETS PEA GRAVEL CONCRETE DEADMAN - INFILTRATOR IM-1530 W/(2)-#4 REBAR X20.65" 2-COMPARTMENT SEPTIC TANK CONFIGURATION L EL. 0.5'+/- SW SOIL I POLYLOK 20"COVER ON TOTAL CAPACITY 1,765 GAL SECTION VIEW END TOP�/IEW 24"MAX. RISER WORKING VOLUME 1,509 GAL LONGITUDINAL II COMPARTMENT A VOL. 1,006 GAL 23.55" COMPARTMENT B VOL. 503 GAL EL.XX' -_0) j I f �SEPTIC TANK DETAIL �ELGEN GSF LEACHING SYSTEM DETAIL BOX ACCEPTS: /2" - 1'-0" �G� 1/2" - 1'-0" _ LIGHT COVER#3009C o HEAVY COVER#3017-C20 N GRATE #3017-G20 22.45" 6"TALL RISER#3009 12"TALL RISER#3009-R12 ENDCAP TYPE BUOYANCY CALCULATION � � o LEVELING DEVICE 1500 gal Infiltrator IM1530 Septic Tank O 2" 2" °' CALCULATIONcretaDensity= ASSUMPTIONS:lb./ VERTICAL REBAR (Ah)#5 @15"O.C. 8 VERTICAL REBAR (Ah)#4 @12"O.C. � Concrete Density= 150 Ib./ft3 8.. N `�' BOX SEAL, Saturated Soil Density= '130 Ib./ft3 HORIZONTAL REBAR(Av)#3 @18"O.C. HORIZONTAL REBAR(Av)#3 @18"O.C. I0K SEAL 2" INCLIMENT- Water Density= E32.4 Ib./ft3 TYP #3001 TYP.40PLCSTYP. MIN. 12"COMPACTED SAND OR Tank Construction Type: Non-concrete °°Q'• - INLET OUTLET PEA GRAVEL LEVELING PAD FOR CONTAINING SEWER ' ' FOR CONTAINING SEWER INV. EL. XX' INV. EL.XX' Site: Flood Zone SYSTEM APPLY WATER ° SYSTEM APPLY WATER Calculate with groundwater to the Top of Tank BOTTOM OF BOX EL.XX' Soil weight above the tank is not included in the calculation �; < , a 4 ° PROOFING W ° 4 .° PROOFING Calculate with the tank empty O Gro °,G;- ^6 4.` O Ga o ,° Q a°n° o G�4 ° Apply 1.5 safety factor ~ 4° G-0P_ G." ►- �.a G a p� POLYLOK 20' D-BOX FRONT/SIDE VIEW a POROUS BACK- a 4 ° P q POROUS BACK- 'r' 4q °a G ih ° G e a cr MATERIAL-HDPE riao q ° 1500 gal Infiltrator IM 1530 Septic Tank = aqG ° o;n. ao ° . a4 ° Gsq 2 O sq.o O a 4 FOR CONTAINING SEWER °a 4 a 4 ° G'° FOR CONTAINING SEWER Tank Dry weight 501 lbs W -- a a 4°ao q a U_ - ;a 4°40 G-0G-' SYSTEM, ( a°s^a;Qa qQ� SYSTEM, Concrete headmen w = _ ° ',QsgPo^ag4°a na w _ _ -= 4 DISTRIBUTION BOX DETAILS Length 12 ft a Qa°G° G Q -� -� �- . . :a e Qa.°G a? U 1/2" = 1'-0" Width '18 inches j o � °8_" o Height a inches I- "' A- _ F-• `o Quantity :2 Deadmen volume :24.0 ft3 LL • " 3" 3" Deadmen Weight 3,600 lbs 0.67 H W/O b a c PROJECT Deadman depth from grade 5.08 ft E W/HEAVY Soil above Deadmen Volume 183.0 ft3 B 1.25 H R Soil above Deadmen Weight 23,790 lbs Wastewater astewate r S yste m FOOTING LATERAL REBAR(Alat)#4 @12"MIN. FOOTING LATERAL REBAR(Alat)#4 @12"MIN. UPLIFT FORCE FOOTING LONTITUDINAL REBAR(Alon)#4 @ FOOTING LONTITUDINAL REBAR(Alon)#4 @ Budds Pond Road Volume of Water Displaced Tank :238.90 ft3 Deadmen 24 ft3 Total :262. 90 ft3 TYPE I: T TYPE RETAINING TYPE III: TOE L TYPE RETAINING WALL Uplift Force by Water DisK)laced 16,405 lbs. H B a b c H B a BUOYANCY CALCULATION 4 26" 11" 5" 10" 3' 25" 8" Total Weight= .27,891 lbs. 5 32" 11" 5" 10" 4 33" 8" Uplift Force= 16,405 lbs. 6 39" 12" 8" 19" 5 41" 8" Negative Buoyancy 11.486 lbs. 6' 49" 8" Weight/Uplift Ratio= 1.70 >= 1.5 OK The tank with deadmen complies with Suffolk County requirements. I ( )I ( ) ( ) I ( )I ( ) ( ) Av>= 0.045 H+4s 0 5 IN2/LFT Ah >= 0.36 a IN2/LFT Alat>= 0.045 H+4s °5 IN2/LFT Alon >=0.29 a INZ/LFT Av= MIN. SECTIONAL AREA OF VERTICAL REBAR Ah= MIN. SECTIONAL AREA OF HORIZ REBAR Alat= MIN. SECTIONAL AREA OF LATERAL REBAR Alon= MIN.SECTIONAL AREA OF LONGITUDINAL REBAR AS BUILT H =TOTAL HEIGHT OF WALL(FT) a=WIDTH OF STEM AT BASE (FT) = 0.083H (8" MIN.) H =TOTAL HEIGHT OF WALL(FT) a=WIDTH OF STEM AT BASE (FT) s= SLOPE OF SURCHARGE BEHIND STEM, GRADE RISE (FT)/RUN (FT) s= SLOPE OF SURCHARGE BEHIND STEM, GRADE RISE(FT)/RUN (FT) H REBAR# H REBAR# H REBAR# H EBAR# System Details SPACING SPACING SPACING SPACING 3' #6 14" 3' #5 15" 3' #6 13" 3' #4 12" 4 #7 16" 4 #5 15" 4 #7 16" 4 #4 12" 5 #7 15" 5 #5 15" 5 #7 15" 5 #4 12" Project number 1774 PROVIDE CONTROL JOINT AT 25' O.C., TYP. Date 3/4/2022 Drawn by HA 2 Q Checked by GB RETAINING WALL DETAILS U 1/2" = 1'-0" . 02 N N O N Scale 1/2" = 1'-0" M