Loading...
HomeMy WebLinkAbout44486-Z �o�OSUFfBLKIpGZ Town of Southold 4/17/2021 a P.O.Box 1179 0 , • 53095 Main Rd A�1� �� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41953 Date: 4/17/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: Reservoir Rd,Fishers Island SCTM#: 473889 Sec/Block/Lot: 9.-9-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/25/2019 pursuant to which Building Permit No. 44486 dated 12/6/2019 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,covered front porch and rear deck as applied for. (Modular) The certificate is issued to Eugene AL&M Litch Liv.Trt. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0079 10/21/2020 ELECTRICAL CERTIFICATE NO. 44486 9/14/2020 PLUMBERS CERTIFICATION DATED 7/9/2020 Thomas Ravi Authorkfd Signat e Lam. TOWN OF SOUTHOLD O�gUFFO( 0�- Sy BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • 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#: 44486 Date: 12/6/2019 Permission is hereby granted to: Litch E&M Liv Trt Leon Wood Rd PO BOX 471 Putney, VT 05346 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: Reservoir Rd, Fishers Island SCTM #473889 Sec/Block/Lot# 9.-9-10 Pursuant to application dated 11/25/2019 and approved by the Building Inspector. To expire on 6/6/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,260.80 CO -NEW DWELLING $50.00 7al: $1,310.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following- A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. - 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. I�/T� New Construction: l� Old or Pre-existing Building: (check one) J Location of Property: �� ,��5�°�'11a r , v�� /��Cl t House No.N �Street Hamlet r Owner or Owners of Property: 416 / i, 6 4C— Suffolk County Tax Map No 1000, Section /` Block 09, '06 Lot �d Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval- Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: �14 (check one) Fee Submitted: $ Applicant Signer ®��oF so���®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. ox 117 Southoldd,,NY 11971-0959 ® iQ roger.richertAtown.Southold.ny.us �` MUM,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To, Litch Address: reservoir Rd City. Fishers Island St: New York Zip: 6390 Building Permit* 44486 Section: 9 Block- 9 Lot. 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: TPI Electric License No: 33396-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 INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 2 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect [200]a Switches F4 Twist Lock Exit Fixtures TVSS Other Equipment: Modular house, basement and outside only. Notes, 200a overhead service, 1-combination smoke/co detector,2-combination gfci/arc fault circuit breakers, 5-15a arc fault circuit breakers,4-20a arc fault circuit breakers. Inspector Signature: Date: September 14 2020 81-Cert Electrical Compliance Form As x � i Town Hall Annex Telephone(631)765-1802 p 54375 Main Road , Fax(631)765-9502 CAS P.O.Box 1179 :M 1 • 0 Southold,NY 11971-0959 40UNT`I,c� :c i BUILDING DEPARTMENT TOWN OF SOUTHOLD S CERTIFIC-A-TI-O-N Date: Building Permit No. y Owner: Martha Litch --- - a _-(Please print) - Plumber: Thomas Ravino Tom's Plumbing and Hei ating (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PI hers Signature)-- - Sworn to before me this day of 20z—o_, Notary Public, �'Coun{y` 4e1lie,�;4g257t3 �1( �Of SOUTy # # TOWN OF SOUTHOLD BUILDING DEPT. G y� ao 765-1802 l-N-S P ECTI O N [-FOUNDATION IST- - [VleoR 0UGH PLBG� [ ] F UNDATION-21SID [ ] INSULATIOWCAULKING- . - [ FRAMIN /STRAPPING [ ] FINAL [ '] FIREPLACE & CHIMNEY ' ' [ ] FIRE SAFETY"INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O REMARKS: 99 v DATE 3 ��zi`' INSPECTOR OFSOUTi�o ----- -- to # # TOWN OF SOUTHOLD BUILDING -DEPT. 765-1602 - [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ].FIREPLACE°-& CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: • `� . DATE INSPECTOR - # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ =] FOUNDATION 2ND [ ] IN UL•ATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [? ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ��"'�' �-� _ X36 �u-•a.. Ad ' DATE 07 D INSPECTOR L OF SO(/l� # # TOWN OF SOUTHOLD BUILDING DEPT. °`y�ouFm 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]: FOUNDATION 2ND [ ] IKIQULATIOWCAULKING [ ] FRAMING/STRAPPING [�(�FINAL [ ] FIREPLACE & CHIMNEY [` ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ��AC• d• DATE INSPECTOR SAM FITZGERALD ARCHrMCr PC 15 E.'PUr"AVENUE,",GREENWICH,CT06830 P:860.287.38081 F.631.788.7192 sam@dapc.net ' � - 8 November 2019 SAN 9 2020 Mike Verity Town of Southold Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 RE: Martha Litch Residence 245 Reservoir Road Fishers Island, NY 06390 SCTM# 1000 — 009 = 9 — 10 Dear Mike, I have inspected the new prefabricated concrete column footings at the above referenced residence. As best as can be ascertained, I certify that the footings were installed as per engineered, and conform to all applicable building codes and standards. Please let me know if you'd like any more information on this. Sincerely, SAM FIT ERALD ARC �O�,d.1aIV➢ y�T�o Samuel W. Fitzgeral NYS License 029399 0- 02939 yOQ� OF NO SAM FITZGERALD ARCHffECT PC 15 E.PU`NAM AVENUE,#234,GREENWICH,Cr 06830 P:860.287.3W81 F.631.788.71921 sam@sfapc.net e 5 1_ J MAR 1 1 2020 3 March 2020 Mike Verity Town of Southold Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 RE: Martha Litch Residence 245 Reservoir Road Fishers Island, NY 06390 SCTM# 1000 — 009 — 9 — 10 Dear Mike, I have inspected the new foundation at the above referenced residence, including the pre- fabricated concrete Superior walls and prefabricated concrete column footings. As best as can be ascertained, I certify that the pre-fabricated concrete walls and footings were installed as per engineered, and conform to all applicable building codes and standards. Please let me know if you'd like any more information on this. Sincerely, SAM FITZGERALD IT E C 5 ewe Samuel W. Fitzge . 029 NYS License 0293of N�'1 Verity, Mike From: Greg Lovell <greglovell@comcast.net> Sent: Tuesday,July 14, 2020 8:22 AM To: Verity, Mike Subject: Fwd: Blower Door Test And Viwinco OVDH Window Information Litch house Attachments: Litch_Door Test.pdf,ATT00001.htm Sent from my iPhone Begin forwarded message: From: Robert Howser<bhowser@ctvalleyhomes.com> Date: July 14, 2020 at 7:54:27 AM EDT To: greglovell@comcast.net Subject: Blower Door Test And Viwinco OVDH Window Information Hi Greg, See attached door test and and window information that Mike Verity requested. Please forward to Mike when you get a chance. Thanks, 10 Essential Benefits of OceanView Windows & Glass Patio Doors 1. Our hurricane rated windows are resistant to wind pressures and wind-borne debris which helps to protect the entire structure. When windows stay intact, uplift forces are prevented from entering the house, lifting up,the roof, and pushing the walls outward. Viwinco performs a number of structural and impact tests to measure our products' ability to withstand pressure and wind velocity To test impact we shoot an 8-foot 2x4 out of a computerized cannon at 50 feet per second, the equivalent of 34 mph. The strength of the interlayer in our laminated glass stops the 2x4 from penetrating the glass unit OceanView impact-resistant windows meet a structural wind speed rating of 171 2 mph. View a video of our impact testing) 2. Improved Security. OceanView hurricane window and door products reduce the risk of forced entry The combination of a double pane of laminated glass and single pane of tempered glass makes it extraordinarily hard to gain entry. 3. Superior insulating value. OceanView hurricane windows and doors contain our high- performance impact glass package 4. Airtight,watertight&thermally efficient. OceanView windows and doors are designed to keep out drafts, moisture, noise, and dust, and they exceed the industry standards set by the AAMA/WDMA for thermal efficiency. Learn more about energy efficient windows and why our products earn ENERGY STAR ratings 5. Less electricity use. Heat is blocked from entering the house while visible light is admitted. 6. Peace and Quiet. The combination of laminated glass, the Duralite@ low-conductance spacer by Quanex, and argon gas contribute to a significant reduction in sound transmission. 1 7. Protection from Harmful UV Rays The low-e and laminated glass panel cut down on almost all UV light. 8 More Light. The windows in the home allow in an enormous amount of visible light, which research has shown to have a positive effect on mood 9. No need for shutters or storm panels. 10. Practically maintenance free. Robert Howser Construction Manager Connecticut Valley Homes 128 Boston Post Road East Lyme, Ct 06333 Cell: 860-625-4912 Fax: 860-739-8141 bhowsergctvalleyhomes.com www.etvalleyhomes.com i z �. �.y'"r-�. :- �. _ `�j,"ys•. �.;�� ����- r fl.d9 �I' '�` +,.t. �'�� '� fi,���r� r J• �n a �i�.D:l� , i! AV AF 4 ;t'' ti 1e��� •gip R ,« 4;,,, �' ti� '� r M !` tF �! �� . �._ ��� .. , _;a� 6? � ?9 'e a */ ;� r ���'�` .11 by r �r .,t 'w "�`•` rr"77 COMPLETION . . NOTICE OF INSPECTION a., SEWAGE DISPOSAL - WATER SUPPLY Job_ _ Permit No. (4:-t OK to Backfill'' inspection Complete - Disposal System p D Inspection Not Completed: �y ❑ Water Supply Inspection Completed - OK to Backfill Inspection Not ❑ [nspe Completed: Date Inspected by SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES INSPECTION COMPLETION DOES NOT CONSTITUTE APPROVAL OF INSTALLATION REV (3185) (631 ) 852-5700 �� . . ,� V t r`R- �I: .+-j �lf r - ,� 1.J¢`.�..;_ a-x'V. .�V � r �•�` $y� .�'� ^Ahq' �L. • ,). �. � _�" ,yt i �,../, i ,V+ ..e`er, �, iL <• � • r't u i- .�.jj, •v.-_v q' 1 `•' �y ,..y.l�' ., Orr +r Y�� ,� 1 �` S' i �i w � �k,�?^,?�,��i,,,�i' _`t'�,v >•`-�i� 'i � �,��Z�Y�Mr!�` - �A�„ Vie':� r !7{4� � _ .. -���.• ����`�`� �'^ 14 r 40 Nz i •4. , lie ,41 Al 16 4 � 'VF• 7 � .1 4 � �,� - _�y.IF_ •- a �.Y w,-F..ID7�A� '"�l�T {� '�4��s1.� �� Q, v, �• •J r fir' 1 '�� ?y -4�"• 4C. '., eB 1� c 4I>. r»'`Y .. '{• +� # t ~},z'"'!V-7— -+fit !, 1 3 , 44. •, r .. _ gam• sa - Af of �- �� „ - '•le .. '"�z' ��" Y - yEy 474 N It _ Y'a�' ^^V�': ��` ��� t •'� 4._.'40 `'d_�.•��f����yYfh�. `9�?y�j'a 4`.,< r� r .,4, <.� ��. �f i -.t�•.'4..� .iR �-� Lx -. Yp . .'�'' S'��'• ` �� i,�y'a$ �� '}���iJ���'�'3t'r"�'.�"j'�,� 4q- { i � _. _ - `e "{', •,..r f •� , yam''� �'r y, ... �, . a� � .. xiw Ar jr Ar- loft- v _... *M- - jr f _ - A if �c Ir 4r or fir► JAL.. : _�.: . as, .: .�...,..,o. S � v � +�-.�xis 4 .� �}i�r>y, ��>Tf'A��e 2�z�•'t�I/�Y .� y - i - awl it- ob ,s ..ri' y �! / `!�, �/~4. A /I�-�t•'�" I;r , r J s / d J I J� J f• /rL w �.h/•�wd'�-'� ,� 1� _ � ✓'Fi - } ,[• ..i.}r��� a"rte` � �._ a 1'�,k / / Vit% r � � +'� Y J.��' ! j� '� -•.� i ✓ ( Y f � , . pp Yk r r { . r a r , �`— - � Imo, � ,�► �``� �.Ly 1• ! fA Jam'' �l-�•.•��"y"�.•`T� r , C E , r l ' 'r as SKS .y`"f t• a J. ���• � _ �I � �r« t� ` •� tit�>� � �' � 1 •� 777 1•.� AS r IS a ti Building Conservation Technology LLC Testing Sheet Rater: R IN: � Signature: CiJA O`k/4 Date of-fest:?/j A'0 Builder: C-7 Vi I(e j N,0 m es Builder Contact: 3o b Now s e r Address of Test:,2y5 Qeservo-,4d 'C'S�erS-s )a„i {vV SFBE: - Total Heated Space:17/9' Volume: Source of Area and Volume Calculations: eot'�cr Blower Door Test Pa. i Fan MOTES: Date Outside i Ring Pressure f Fan Flow ACH50; PASS/FAIL 7>I8 (3Z So `7 S7 Duct Blaster Tesi Air Handler Location: Floor Served: Area Served: Rough In or Post Construction: Total or Fan Passor NOTES: Date Ring Pressure Fan FloW Leakage Fa it i Outside DLpBl@ster Test Air Handier Location: Floor Served: Area Served: Rough In or Post Consrtuction: -----.—�-.._,-- Total or ._-Fan Pass or NOTES: Date Ring Pressure Fan Flow %, Leakage Fail I Outside * 4 r � , ' s wr !N! c 4 AW �.... s• , S NO I Me f 1 may I • � d : . N. iv " Ole-r • ta 16 � d T: o: ry s y . x r a. 55 a -.r7l 7" d s 4' -slr. 4 a h r a _ 3' m w tf:' a x , v ,,..: ;... -: ,..,.... .: � ` •T m, x s ,......,r ..rte '...' ':,:r ";M � , may, �''.xi.^.•. .: ...; ,. ,.:fes � :,;,. „b'k°:<s � »::, ys .y".k �F< ^r �3 5 < ap yr r r e } e, 3 M - � t aro x• <,.r:�,... ffas " � S a A, P� V , r v , t ce t is e r x %% aW_` ni' 4A 9 � is Z { Yt nYj ^ ,zy •; �y ��� •,. tz _ s, Vis , r,v 'AIM& z 5 i�"' •, � � yam,:. „ [ � e � T ^ „ , v z 4G t E% S k m£ 4 4 YY"\ �5 I Verity, Mike From: Verity, Mike Sent: Friday, March 13, 2020 9:33 AM To: 'Greg Lovell' Subject: RE: Litch project Greg, - Please provide: 1. Proper wind speed on foundation drawings 2. Drawings for covered front porch 3. Electrical permit and $85.00 fee Thank you, Mike -----Original Message----- From:Greg Lovell [mailto:greglovell@comcast.net] Sent:Wednesday, March 11,2020 7:54 AM To:Verity, Mike<Mike.Verity@town.southold.ny.us> Subject: Litch project Hey mike these are from bob at Cvh he said Hd though you would want to see them ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. I 1 4 � " { 'k}rak �G b a 3' R f �I N f c r R 4w a 'Alm- 'A A T4Y r Nor y: wa 4 �Vr ,.anw sad +c »�,�•>. � . .„ �' ra�� a W �S � _ - '-a -'j ' au - .as F Mwpas - .,d ' t7 T ITIS a pal rl- •.{ t 3 AMM' 6 , ij AM el VqF >r . - s. - •-_ . , , �. C:�•:. _-� _ 'i� „ '�,"� 'ir- '� f Imo.«!F�: r , F . , NA, •y±r: �. 44 t a - ' •� ' � "+ �. .T ta. k. e K. F �u ° vroom' y � + 1 A p � � Z• � � vL rte. � us s s 9 xr \i pa ? i � =» _ . » � ` � � . � % -.A, fN - , _ � ` ^ � � ƒ : � ■ > . \r . � • � � Z � � � - � � .� / . �\ � WA s f oil" .sr 7 y..� �Im M �a F. Aq a ` t. � is c �a All - 16\ i� lip s i e x Pry} C ,�y K 1 rr • 16 8 i Mm air a aa�a � •��!' 'v a M P�' i EvaluationICC Most Widely Accepted and Trusted EVALUATION SERVICE ,,P".'.-W Innovation RESEMCH Reissued 08/2018 , Revised , , . ICC-ES 1 :00 •• 08/2020. DIVISION:03 00 00—CONCRETE SECTION:03 4100—PRECAST STRUCTURAL CONCRETE REPORT HOLDER: SUPERIOR WALLS OF AMERICA, LTD. EVALUATION SUBJECT: SUPERIOR WALLS Xi AND Xi PLUS PRECAST CONCRETE FOUNDATION WALLS ICC ICC ICC Qk,� PMG LISTED k ■MS "2014 Recipient of Prestigious Western States Seismic Policy Council man (WSSPCJ Award in Excellence" A Subsidiary of CODE COUNCIL° ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. 1 There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to an product covered b ,the report. iso er 17065 NM ep y p y p Waducl CeH�fmNon Body MIND Copyright 0 2019 ICC Evaluation Service, LLC. All rights reserved. ESICCSERVICE L.1—U.. Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1662 Reissued August 2018 Revised March 2019 This report is subject to renewal August 2020. www.icc-es.ora 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 03 00 00—CONCRETE Attributes verified: Section:03 41 00—Precast Structural Concrete ■ See Section 3.0 REPORT HOLDER: 2.0 USES SUPERIOR WALLS OF AMERICA, LTD. The Superior Walls Xi and XI Plus Precast Concrete Foundation Walls (including basement walls) are used to EVALUATION SUBJECT: support wood frame construction. 3.0 DESCRIPTION , SUPERIOR WALLS Xi AND Xi PLUS PRECAST The Superior Walls Xi and A Plus Precast Concrete CONCRETE FOUNDATION WALLS Foundation walls are formed from 5,000 psi (34.4 MPa) ADDITIONAL LISTEES: compressive strength normal-weight concrete that contains synthetic fibers. SUPERIOR WALLS BY ADVANCED CONCRETE Superior Walls_ Xi and Xi Plus Precast Concrete SYSTEMS, INC. Foundation Walls consist of a 13/4-inch-thick (44 mm) exterior face shell, monolithically cast with SUPERIOR WALLS OF CENTRAL VIRGINIA 101/4-inch-wide (260 mm) top and bottom bond beams, SUPERIOR WALLS BY COLLIER FOUNDATION and 21/4-Inch-by-71/2-inch (57 mm by 190.5 mm) concrete SYSTEMS INC. studs at 24 inches(610 mm)on center. The only difference between the Xi and Xi Plus is that the SUPERIOR WALLS OF EAST TENNESSEE shell is bonded to 21/2-inch-thick (63.5 mm) rigid cellular SUPERIOR WALLS SYSTEMS,LLC polystyrene for the Xi and to a 5-inch insulation assembly DBA:SUPERIOR WALLS OF NORTH CAROLINA consisting of 4112-inch(114.3 mm)rigid cellular polystyrene and a /2-Inch (12.7 mm) layer of polylsocyanurate SUPERIOR WALLS OF-NEW JERSEY insulation on the inside face for the Xi Plus Each stud is wrapped with 1-inch-thick(25.4 mm)expanded polystyrene SUPERIOR WALLS OF UPSTATE NEW YORK Insulation on three exposed sides and faced with a galvanized steel channel for interior finish fastening. Chase SUPERIOR WALLS BY WEAVER PRECAST openings with knockouts are provided in each stud for plumbing and electrical wiring. All Insulation is factory GREAT LAKES SUPERIOR WALLS installed to the precast concrete walls and must be as described in Superior Walls' approved quality control 1.0 EVALUATION SCOPE documentation. Compliance with the following codes: Panels are available in heights of 4 feet (1219 mm), ■ 2018, 2015, 2012, 2009 and 2006 International Building 8 feet 2 inches (2489 mm), 9 feet(2743 mm) and 10 feet Code®(IBC) (3048 mm), with corresponding weights of 170, 303, 329 and 361 Ib/ft (253, 451, 490 and 537 kg/m), respectively. ■ 2018, 2015, 2012, 2009 and 2006 International The panels are available in various lengths. See Figures 1 Residential Code°(IRC) and 2. Properties evaluated: The attributes of the wall panels have been verified as conforming to the provisions of (i) CALGreen Sections ■ Structural A4.404.3.3 for premanufactured building systems; (ii) ICC ■ Fire-resistance rating 700-2015 and ICC 700-2012 Section 601.5 and 11.601.5 for prefabricated components; and (iii) ICC 700-2008 ■ Surface burning characteristics Section-601.5 for prefabricated components. Note that ■ Dampproofing decisions on compliance for those areas rest with the user of this'report. The user is advised of the project-specific ■ Thermal Barrier provisions that may be contingent upon meeting specific ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement ofthe siuktect of the report or a recommendation for its use.There is no warranty by ICC Evahiation Service,LLC,express or implied,as ffm to any finding or other matter in this report,or as to any product covered by the report. "u Copyright©2019 ICC Evaluation Service,LLC.All rights reserved. Page 1 of 5 ESR-1662 I Most Widely Accepted and Trusted Page 2 of 5 conditions, and the verification of those conditions is 4.2 Fire-resistance-rated Wall Construction: outside the scope of this report. These codes or standards With the addition of two layers of 5/8-inch(15 9 mm)Type X often provide supplemental information as guidance. gypsum wallboard complying with ASTM C1396, attached 4.0 DESIGN AND INSTALLATION to the stud facing in accordance with the applicable 4.1 Design Details: code, Superior Walls Xi and Xi Plus walls with a Backfill material must not exceed 100 Ibf/ft2/ft maximum allowable axial compressive load of 3,000 Ibf/ft (1602 kg/m2/m) equivalent fluid pressure for the 4-foot (43 779 N/m) (including ledger loads) have a two-hour fire-resistance rating. (1219 mm), 8-foot-2-inch (2489 mm), 9-foot (2743 mm) and 10-foot tall (3048 mm)Superior Walls. The walls have 4.3 Dampproofing: a combined (ledger plus wall loads above the foundation Superior Walls Xi and Xi Plus walls have been evaluated wall) maximum allowable axial compressive load of as an alternative method of providing foundation wall 7,500 Ibf/ft(109,453 N/m). dampproofing; therefore, no additional dampproofing is Use of Superior Walls Xi and Xi Plus walls with a required. brick ledge is limited to an allowable load of 2,900 Ibf/ft 4.4 Thermal Barrier: (42 320 N/m)on the brick ledge, which is to be considered A code-prescribed thermal barrier separating the foam as part of the allowable load of the wall noted in this plastic from the interior of the budding is not required section. based on testing conducted in accordance with Section Above-grade foundation stem wall applications in which 2603.9 of the 2018, 2015, 2009, and 2006 IBC (Section negative transverse loads (such as leeward side wind 2603.10 of the 2012 IBC) and Section R316.6 of the IRC pressure) in accordance with the applicable code are (Section R314.6 for the 2006 IRC). developed, must be limited to applications where the 4.5 Installation Details: negative design wind pressure does not exceed 80 psf (3.83 kN/m2). Above-grade foundation stem wall Superior Walls Xi and Xi Plus walls must be installed in applications in which positive transverse wind loads, in accordance with this report and the design details and accordance with the applicable code, are developed must calculations,as noted in Section 5.5 of this report be limited to applications where the allowable wind Construction details noted in Superior Walls documents pressure does not exceed 155 psf(7 42 kN/m ). such as the Builder Guideline Booklet, have not been The allowable racking shear load on the Superior Xi and evaluated and are beyond the scope of this report Xi Plus foundation walls is limited to a maximum of 500 plf 5.0 CONDITIONS OF USE (7300 N/m). Construction using the Superior Walls Xi and Xi Plus system is limited to those Seismic Design The Superior Walls Xi and Xi Plus Precast Concrete Categories specified in Section 5.7. Foundation Walls described in this report comply with, or Use of Superior Walls Xi and Xi Plus walls with beam are suitable alternatives to what is specified in, those pockets utilizing two support studs is limited to applications codes listed in Section 1.0 of this report, subject to the where the maximum allowable load applied to the beam following conditions: pocket does not exceed 16,000 Ibf (71 200 N) for a 5.1 Superior Walls Xi and Xi Plus walls must be 10-foot-high (3048 mm) panel and 13,000 Ibf (57 800 N) manufactured, identified and installed in accordance for shorter heights. Other beam pocket configurations are with this report and the information required by outside the scope of this report. Section 5.5 of this report. Beam pockets must be designed and constructed in 5.2 Where underground water investigation, required by accordance with the details, dimensions and specific the applicable code, indicates that a hydrostatic loading limitations given in the engineered design pressure condition exists, the foundation wall must be drawings See Figure 3 for typical beam pocket details. waterproofed in accordance with the applicable code. Design of the footing supporting Superior Walls Xi and Xi Evaluation of the waterproofing material is outside the Plus walls must be in accordance with the applicable code. scope of this report. The footing must extend below the frost line of the locality, 5.3 Connection of adjacent Superior Walls Xi and Xi Plus as required by the applicable code. walls must be inspected to verify application of the For jurisdictions adopting the IRC, installation of Superior sealant and bolts in accordance with the submitted Walls Xi and Xi Plus walls on gravel footings is permitted design drawings as noted in IRC Section R401.2, provided the construction 5.4 Soil capacity of the site must be consistent with the details comply with Section R403.4 and the details noted in requirements of the applicable code. For jurisdictions Table 1 of this report. adopting the IRC, the soil capacity of the site, in lieu The capacity of the bolted connection at the top and of a complete geotechnical evaluation, must be bottom of the panels, using 1/2-inch-diameter-by-21/2-inch- assumed to have the load-bearing values specified in long (12.7 mm by 63.5 mm) hex head bolts through the IRC Table R401 41. bond beams and a 1/2-inch-diameter-by-51/2-inch-long 5.5 Design calculations and drawings must be submitted (12.7 mm by 140 mm) hex head bolt through the footing to the code official for approval. The documents must beams, to transfer loads induced by lateral loads in the be prepared by a registered design professional plane of the wall, is limited to 1,500 Ibf (6675 N). See where required by the statutes of the jurisdiction in Figure 4 for typical details. which the project is to be constructed. The design Details involving openings in the foundation walls have calculations and details must address, at a minimum, not been evaluated and are beyond the scope of this the following, report ■ Details of waterproofing, if applicable. The Superior Xi and Xi Plus walls must be laterally ■ Depth of footing and footing specifications supported at the top and bottom of the panels. consistent with this report. ESR-1662 1 Most Widely Accepted and Trusted Page 3 of 5 ■ Investigation of resistance to overturning and uplift least one label on the foam insulation of one panel noting forces. the name of the manufacturer, the name of the installer, ■ Details for lateral support of the top and bottom of and the manufactured and installation dates. Superior Walls x and Xi Plus walls. 7.1 The report holder's contact information is the ■ Verification that the loading requirements at the following: jobsite do not exceed the allowable loads and SUPERIOR WALLS OF AMERICA, LTD. details (including the foundation details) noted in 937 EAST EARL ROAD Section 4.1 of this report. The calculations must NEW HOLLAND,PENNSYLVANIA 17557 include verification that the combined loading (800)452-9255 conditions,such as out-of-plane and vertical loads, www.suaeriorwalls.com do not exceed the allowable loads noted in this report. i7.2 The additional listees' contact information is the 5.6 Installation must be done by Superior Walls—certified following: installers. SUPERIOR WALLS BY ADVANCED CONCRETE 5.7 Superior Walls Xi and Xi Plus walls used as lateral SYSTEMS, INC. force—resisting systems are limited to Seismic Design 55 ADVANCED LANE Category A or B under the IBC and to Seismic Design MIDDLEBURG,PENNSYLVANIA 17842 Category A, B or C under the IRC. SUPERIOR WALLS OF CENTRAL VIRGINIA 5.8 Superior Walls must,be manufactured at the locations 10101 SUPERIOR WAY noted under "Additional Listees" in this report, in AMELIA,VIRGINIA 23002 accordance with the Superior Walls of America, Ltd., SUPERIOR WALLS BY COLLIER FOUNDATION Quality Assurance Manual, dated September 2014, SYSTEMS INC. and with inspections by ICC-ES. 1500 ELLSWORTH AVENUE,SUITE 210 6.0 EVIDENCE SUBMITTED HEIDELBERG,PENNSYLVANIA 15106 6.1 Data in accordance with the ICC-ES Acceptance SUPERIOR WALLS OF EAST TENNESSEE Criteria for Foam Plastic Insulation (AC12), dated 10144 SPARTA HIGHWAY June 2015 (Editorially revised May 2016), including a ROCK ISLAND,TENNESSEE 38581 report of a fire test in accordance with 2603.9 of the SUPERIOR WALLS SYSTEMS,LLC 2015, 2009, and 2006 IBC (Section 2603.10 of the DBA:SUPERIOR WALLS OF NORTH CAROLINA 2012 IBC). 3570 SOUTH MAIN STREET 6.2 Results of water permeability tests conducted in SALISBURY,NORTH CAROLINA 28147 accordance with ASTM E96. SUPERIOR WALLS OF NEW JERSEY 6.3 Data in accordance with the ICC-ES Acceptance 92 REESE ROAD Criteria for Concrete Floor, Roof and Wall Systems MILLVILLE,NEW JERSEY 08332 and Concrete Masonry Wall Systems (AC15), dated SUPERIOR WALLS OF UPSTATE NEW YORK February 2010 (Editorially revised February 2019); 7574 EAST MAIN ROAD including reports of beam pocket tests. LIMA,NEW YORK 14485 6.4 Report of fire-resistance tests conducted in accordance with ASTM E119. SUPERIOR WALLS BY WEAVER PRECAST 824 EAST MAIN STREET 7.0 IDENTIFICATION EPHRATA,PENNSYLVANIA 17522 Each Superior Walls Xi and Xi Plus precast panel must GREAT LAKES SUPERIOR WALLS bear a label with the evaluation report number(ESR-1662). 4555134TH AVENUE The label must be attached at mid-height, near the center HAMILTON,MICHIGAN 49419 of each wall panel. Additionally, each project must have at f ESR-1662 I Most Widely Accepted and Trusted Page 4 of 5 TABLE 1—MINIMUM DEPTH OF CRUSHED STONE FOOTING(inches) SOIL TYPE AND LOAD BEARING CAPACITY(psf) CONSTRUCTION TYPE 1,500 2,000 3,000 (Assumed Wall Loading) SC,GC,SM,GM 4,000 MH,CH,CL,ML SP,SW GP,GW Conventional Light-frame Construction 1-story (1,100 pounds per linear foot) 4 4 4 4 2-story (1,800 pounds per linear foot) 4 4 4 4 3-story (2,900 pounds per linear foot) 12' 8 4 4 Masonry Veneer over Light-frame Construction 1-story (1,500 pounds per linear foot) 4 4 4 4 2-story (2,700 pounds per linear foot) 10' 6 4 4 3-story (4,000 pounds per linear foot) 20' 12' 6 4 For SI: 1 inch=25 4 mm,1 psf=0 0479 kN/m2, 1 plf=14 6 N/m. 'Stone must be vibrated in a maximum 8-inch lifts r LATERAL SUPPORT BY r JOISTS ANDIORBLOCKING SUPWIDINVALLS / AS SPECIFIED BY AS DESCRITI DBY /' Ct?NSTPRUCTION DOCUMIIM FDQSWQ1tADB r s r ° r o I o CHASE OPENING CMICAL) /`�i,�.�. -''Y `1;\\` 1%INCH FACE SHELL , �,�� � z 4 BY?�INCH /J J{ / ° ,/' CONCRETE STUD, r, \• I za INCHES ON eta \ ~! C �\ ,- ; ?/ ✓�,�!iii r °,/ \` GALVAA1280 9111)FACING FOAM PLASTIC INSULATION k f AS SPECEFLED BYRF CONS'FRUCCtON i}t}CUML.v`cS ✓,f��\j�\f�j��}^ u ti o �.. �M1��C ��•f-Wv 9'ti1 YT',"1.c'�j,^lL "d�l."`gq-,1J,4rr��''``tt''jjyl!+J FOUNDATION DRAWAGE SYSTEM AS SP€CIFWD BY CONSTRUCTION DOCUMENTS FIGURE 1—TYPICAL SUPERIOR WALL VERTICAL SECTION DETAIL ESR-1662 ! Most Widely Accepted and Trusted Page 5 of 5 pa"MOR) 1 a MICR FACE SH UL FOAM MJ1S11C DMULATIO lul 24 DY 442114d][COMM TE STUD,24INCMS 0NC0lrM GALVANIZED STUD PACING' (IIY'1MOR) FIGURE 2—TYPICAL SUPERIOR WALL HORIZONTAL SECTION DETAIL r FIGURE 3—TYPICAL BEAM POCKET DETAIL Ron IIbUI llu ,1 unnl nu Il;n;1 r IY .;uu;; nn;l u;;rt, n, ll n' I1n11 111111 it li 11111 nli�;' 11:11 ��`pI I111ht1:{: 11:I;Irl{i I:111111 u;111 1 n 1 rill jig, III ,1111••• {III 1111 I1. 1 1 iliNnY4:Y1 n,: i{: II 1in1 n.t unnnl illi 1 nuns i as :'c11,1lltill�j nl :lIAlilil1,111n, 11,Iil: 1 {I :11 11 Int n yr4 lY;n 111111;11 ngYr y1111111:11;1:11 ii ii ,n It 11 1 it 11 1, {1 1 1:II II I lI lY 1 1 Il n 11 l t II :i It 111:11 It l 11 t n1; 111111;,1;{1 :nnn1111 r1 '1111111 fI 11::I1111fI r II:I�tl 4111 {I YII i1nn;l::illni :;11n1:i:nal;nl un;ln{111;1111;nn1 ful:::unlnn In 1 1I it;l 11 111 11 1 1 :I:11111111n1I:t 1 It 11:II fl II II II,I 111 n III1 II i1:1 t;1411{i it:1: 1 iI IN;;;,1l R: ,II11111111 1111/1/1 ;: I IIIn111111111 11I'I r1111 :II 111111 1 11 111111 Ill:rf 11111 t If II 1111 n f��1111 11 111 111 1111 NII 11;I f1 11 1{III II YII 11'1 II 11 II 111 1111,1{t(111111111:1 1{111 til Il rl tl 111 1:111 YII 111111111 1 1111 1 {11,11;I:1 II Ilr 111 1111 1111 111 1 :i 111111111111111,1 11;�11 IIIt II II 11 1;t 111{4 fit Ir 1111 II lIf 1 1:1:111111 11111 N 11 :1;111111111111{:1f 11:11;11n1;l II:I 1;i IY 1I 111;11111111n 111 111 . !1 Ill rll 11,11n 1{' 1;l II 111:1:{1:1111 ;11111 9111{;11°11'1::{:11 n::1 nn uu11 1n r nunlrllnnn nnnu Illr i{' 11 n1111i1n1r 1';111; n 1{:;:Il Ylnl 1 I1111111111111Y 110{r 11 rl II I;111{111 II II tI YII 11 1'I III llnoi 1 it :: ::n{:IN it :1';un uuunu 1 ,uu11 u'a ll e '.n r 11111 nn ul{; 911911 I IIr{1i iI1 n1,nn1:nu1 uu1i;{: {i,�:{11u tun1: 11 111 1111::11: 1u1 nun 1 II 11{Ir, Inn"1:11::::::1':1:1' 111 1 11:1 rn,: 1111".1 I :111:;;1 nl'{"::911 u l 1111:11: ::19:11:: I;1 1 un i�1u1 I;rinllyli 1::is ii{i::1 lii�•.a 1 1!1111 1 ,n1;i71llii�iiilli i n1i I Ipi3 11111!1 u'iiiiE`llllfittliililiii :°;:i1 1111 :u 1:1 :;'in1;,nnn;'ul{:I: :: n1;11191{ r1;1' u:i:1a un 194;4 11 i'r 1 {: �11 11 {; : 11 1 1111(1a1 111 1 1:11:'i1 II t1 11 11 1;II I;S 1 I 0;1 II 111{;111 1111 1 I;:1111:1 I:1 11 li�[I 1;1 II I::1111 I=11;1{I 11 1{:I 1 ' On♦I, 1 111 n 11 Y 111P1, I 1 1, Il 111 1❑1911111 1, 11111,:;n1t t;;l 1 11 II 11'111: 'II 11199 1111 II 11911 i1:111 4,911! ' ,n1;119 111 nII 1::i Ii is it;l Hi. 1 111 ltl l' 11 1 iY ill I 11 1111 1{!' 11:;It to:";:1 Irul n;:;nul uu 911:1: n1 111 :::1:1::11{1F r ;::i:I:I": i u I n1 111111U{11111 111111/1 911 npl nll Ilan, 111 111,1 lYl 1, 1I'111;1111I111 B B ELEVATION ------------- iaF;• J DETAIL A DETAIL,B FIGURE 4—TYPICAL WALL CONNECTION DETAIL tiJ � ♦ _ '� 1 Lir..,,..rr�',L• �•�. 11� r r.� ' T l .rte r ~tir`��" •.� +� -, •- �r ATTENTION: This email came from an external source. ♦1 not open attachments or click on links from unknownd' or unexpected emails. I � 4 4mr-, , FOUNDATION(IST - ��� �� - — — ifLa. -- FOUNDATION 1 / ROUGH FRAMING& PLUMBING I' INSULATION ENERGYSTATE • 1 ILS , EMU. ol i 1 1 • • - � IMA • GFUTIZA01"D or] i, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST `kBUILDING DEPARTMENT Do you have or'need the following,before applying? TOWN HALL VB' oard of Health H ° S'OUTOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 l Survey Southoldtownny.gov PERMIT NO. Check Septic Form MYSDEC. stees {� C.O.Application Flood Permit Examined 120 S'le&Separate Tr s Identification Form Storm-Water Assessment Form Approved 20( ail to: 4 4 Disapproved a/c Phone Expiration 120 Bui !pe to APP ON FOR BUI DIN IT • "_i{ _�_ -- - '_} t �'�'��1& Date ()C 7- 20� INSTRUCTIONS a. Thi's application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this'application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. , e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months 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,buildingcode,h sing code, and regulations, and to admit authorized inspectors -premi ses'and in building for necessary inspections. NOV - _ 019 (Signature of plicant or name,if a corporation) Y'1 NVred of�pplrt) to State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises l r a, T, L (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land o which proposed.word 211 be done. o _ f—r— of J�� l House Number Street Hamlet County Tax Map No. 1000 Section Block n ° DD , Lot ��. Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and i}�tended use and occupancy of proposed construction: a. Existing use and occupancy If cst,fJ L' ✓ b. Intended use and occupancy ��`� G c-- 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4..' Estimated Cost C��, o(7 d Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor I✓ If garage, number of cars AZA: } 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of ems ting structures, if any: FroA cQ) Rear 4 Depth ,v CD Height ;� -� Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height I Number of Stories 8. Dimensions of entire new construction: Front �3 q Rear .3 1-/ Depth 3= Height _` _ Number of Stories � ,7,.444� 9. Size of lot: Front a ° / Rear r�4r S 7 Depth;OP4 ' .j J(f SOS 9> S1/JG 10. Date of Purchase Name of Former Owner kl 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_A,,,, 13. Will lot be re-graded? YES V NO Will excess fill be removed from premises? YES NOk � PD• 00A cel/ � � 14. Names of Owner of premises .� �Ll a Address ` (� �dP✓ / Phone No. WP L � Name of Architect Add �S�' Naive of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V. * 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 '4f * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property'lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES N0 * IF YES, PROVIDE A COPY. STATE OF-NE RK) SS: COUNTY OF�,., t^®"at,-)- f being duly sworn, deposes and says that(s)he is the applicant (Name of individual signiug contract) above named, IA (S)He is the �//l P bW P li�)✓/y� C (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of ©c, —3G2 20 ►g - Notary ublic Signature of A flicant P'0' -R-or� osU�k e Stt A. Russell SUPERVISOR AMIANAG1]ENCENIF SOUTHOLD TOWN HALL-P.O.Box 1179 � Z 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE lFO1L1LOWINO, Yes No (CHECK ALL THAT APPLY) �❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ x❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. Q❑ 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. ❑Q E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑x ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date District NAME Richard H. Strous , P.E.L.S. 9. 9 10 08-15-2019 i Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information. 860-885-1055 t Rekpbone Numbed Reviewed By: I"V — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — a — — — — — — — 245 Reservoir Road, Fishers Island Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT S.C.T M.# 1000 CH n (Property Owner,Design Professional,Agent,Contractor,Other) — — el OSUFRZ/r CHAPTER 236 Rich rd H. Strouse, P.E.L.S. 9• 9 10 Stormwater Management Control Plan CHECK LIST, NAME Sect Block Lotz S M C P -Plan Requirements- Provide ONE copy of the Building Pet mit Application. Plmw Print 860-885-1055 Date 08-15-2019 � �k The applicant must provide a Complete Explanation and/or Reason for not providing of>�[% all Information that has been Required by the following Checklistl rignatuffTdph. Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTYES If You answered No or NA to any Item, Please Provide Justification Herel NO NA show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries XE b. Total Site Acreage. 000 c. Existing - Natural & Man Made Features within 500 L.F. X �� of the Site Boundary as required by §236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0=0 e. Limits of Clearing & Area of Proposed Land Disturbance. X 00 f. Existing& Proposed Contours of the Site (Minimum Z Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& X �� proposed structures. 1. Location of proposed Swimming Pool and discharge ring. no pool propose j. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Aiea(s). 0� 1. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment Contiol measures. X �0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious sui faces generated by a two(21 inch X 0� rainfall/storm event. 3. Details&Sectional Drawings for stotmwater piactices are required foi approval Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. XO0 b Construction Entrance& Site Access. X 0� c. Inlet Drainage Structures (e.g.catch basins,tench drains,etc.) X 00 d. Leaching Structures (e.q infiltration basins,swales,etc) X **** FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. I Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 1 " �� o1K�P'. BUILDING DEPARTMENT-Electrical Inspector a ' TOWN OF SOUTHOLD Town Hall Annex - 5.4375 Main Road - PO Box 1179 Southold, New York-11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger:richert@town:s6utK61d.ny:us APPLICATION FOR ELECTRICAL INSPECTION_ REQUESTED BY: p (pr�(� Date;- �,- CQ - Company Name: �! Name: License No.: email: 2 601Qd 'C&Y7 Address: AY . Phone No.--- JOB o:JOB SITE INFORMATION: (All Information Required) Name: Address: �h .Z56gAdD Cross Street: Phone No.: sqs- 141 Bldg.Permit#: email: Tax Map District: 1000 I'Section: Block: Lot:. BRIEF DESCRIPTIO OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE N Rough In Final, Do you need-a Temp Certificate?:" � YES/ NO Issued On-, Temp Information' (All information required) Service Size .1 P 3 Ph - Size:,, (' A #Meters,,iOld Meter# f f - New Service-- Fire Reconnect-Flood Reconnect-;Service Reconnected -Underground -Overhead Underground Laterals 1 2 H Frame,, Pole Work:done_on Service? - Y N.., Additional Information: PAYMENT'DUE WITH APPLICATION, CP 82-Request for Inspection Form As Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.0. Box 1179 `COO Southold, NY 11971-0959 , F. 7ABUILDING DEPARTMENT NQTtCE OF-UTILIZATION OF TkUSS TYPE-"CONSTRUCTION PRE-ENGINEERED. WOOD CONSTRUCTION ANDIOR.TIMBER CONSTRUCTIO[1 Location of Property: 5 �V 0,r-Aa., i) ��' <` je Please«take notice thaf the(check-applii''cable comme`rcialaor,`residential cture. New stru Addition tb',e istirig commercial or residential bstructure w,m J°fT' s i ; �; =. o^a Rehabil'itatiuri A' <, , em ii an existing,commercial or rest tial structure.;,t -;< jf �;,'�" i4 •—^ez°rna.�`a .as *�: to be constructedzor'performed at the subject property reference�a�bove�will`ufi[ize (check appIi66bIe,I i ne): <Trus¢`jlp.&-construction (TT) I ' Pre=engi'r eered'Wood._construction (.PW,,) ,avTimber constructigriy(TC} in the following location(s) (check applicable�iir�e)':' Floor framing, including girders and beams (F) Roof framing (R) Flo and roof framing (FR), Signature: r` Name (person submitting this form): Capacity heck applicable line <a. " Owner - Owner fepl'eseritative ' TrussReg15.docx Effective 1/1/2015 U SILT FENCE -� cWOVEN %MRE 0- GA GE W/ MAX. 6E MESH 14 ��¢O •� 00 m �` 2X2 5/8 16 GA. IInn SPACING) . � WIRE MESH a VI �/ 00 OV t 1/2' 1 j ,�.. � o 1p MAX. CENTER TO 36" MIN. LENGTH `So• 1 7n,. F- o s CENT 00 FENCE POSTS '� •s'�F �i�G� - N {� its U li o a' DRIVEN MIN. 16" W ,� O ER 9 r, (n J INTO GROUND sTli�'pFo O V its c ai I- .n ////�� m a_� T V d L M > (J 4 Lu iE HEIGHT OF FILTER eRIC �' I � U = �, 2 2 N Lu I = Cj 16" MIN. 2" 2»L O •� Q) O LU co CONSTRUCTION ENTRANCE r CD �, p� ,,.. NOT To SCALE STANDARD D-BOX i 22 4.05 � � p4 \ 6" MIN. NOT TO SCALE Q co co cv) 00 PERSPECTIVE VIEW a •a WOVEN WIRE FENCE (MIN. 14 a 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH I Z `I / �L I ZABETH 36" MIN. FENCE POST I o N F UNDISTURBED n1 FLOW-� GROUND BUILDING JAMES F. DWINELL IV & FIELD SETBACK LINE (TYP.) I��D���" LOIS C. DWINELL ;;, COMPACTED SOIL SINGLE FAMILY RESIDENCE EMBED FILTER CLOTH MUNICIPAL WATER A MIN. OF 6" IN GROUND �1 �O• ON SITE SEPTIC 4» �O�j• STRAW BALE BIIINDER N/F �,� PLASTIC LINING LOCATION MAP SCALE 1 "=400' SEC110N VIEW N/F MARTHA P. LITCH �� ��OP ONAL)TERIAL C. RICHARD BARTELS & SINGLE FAMILY RESIDENCE q,� • SECnON B-8 . r,, =STRUCTTQN SPECIFICATIONS KAREN A. BARTELS �/,p0 MUNICIPAL WATER WOOD OR NOT TO SCALE R°".f ilf.; Q METAL STAKES �. Zts SlNGLE FAMILY RESIDENCE �,'� ON SITE SEPTIC PROVIDE 150 SF RAIN �1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH Gj (2 PER BALE) t w:WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE MUNICIPAL WATER GARDEN IN EXISTING OR HARDWOOD. ON SITE SEPTIC SYSTEM LAWN AREA FOR ROOF _ � ` :�� _ _ DRAINAGE- PROVIDE 4" PVC �v10' MIN 1F 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH FROM DOWNSPOUTS {Iv {I B B INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE �-" " "° Is TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE W/STONESPLASH PAD-PLANT `>,,.,; •� � �� •�: '•� WOVEN WIRE, 6" MAXIMUM MESH OPENING. I I AS DIRECTED BY OWNER 0 PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR w:' I (SEE DETAIL) VARIES 1� 1{ EXCEEDS THE SCOPE OF THE ENGAGEMENT. >�� 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY I ` c s 4�6 SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH J / J ({ (� ern. r •,� ` SHALL BE EITHER FILTER X. MIRAFI 100X, STABILNKA T140N, OR APPROVED / ` 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY a� EQUIVALENT. PROVIDE NEW / ` I{I (a) PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ^„ i STONE RETAINING / / 1 1 _ LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED WALL-TOP ELEV. / \ fZlyn STIC J EQUIVALENT. 30± / I PLANING PLAN `� �Typ� BALE 3, ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND LIMITS OF IRON PIPE NOT TO SCALE 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL / � � � / � / , (FOUND) n SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. LIMITS OF CLEARING / / �y2 ,e WASHOUT arc ARE THE PRODUCT OF THE LAND SURVEYOR. DISTURBANCE / / / r-�`� �j NOTES: 7.900± SF / / / / /�� ���` / / ( 2 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND U PROVIDE CAST / / / / CONSTRUCTION, LARGER PROJECTS OR PROJECTS REOUIRING r_ "PROS" \ IRON PIPE 2' / / / Q/ / ( PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, G_ODETIC SURVEY TRIANGULATION STATION PROS z 110 / �� / / 24" 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). FROM FOUNDATION MAPLE �' 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX' L i ` ) \ 1 2. CAPTURE MATERIAL AND LIOUIDS MUST BE REMOVED FROM / // �' `' iN _ PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES MAP 1000, SECTION 009, BLOCK 9, LOT 10. 0 75% OF ITS CAPACITY. \ r \ \ \ PROVIDE 1000 GAL' / �36 / / \ J .y+j'�'yy 3 INSPECT OF WASHPWATER.R TO EACH USE TO ENSURE CONTAINMENT 6. TOTAL AREA = 0.80± ACRES (35,440 SF) w \ 'SEPTIC TANK, DISTRIBUTION 3h" BOX AND 2 LEACHING �\ / EXISTING STONE /� NOTE: 7, SITE IS LOCATED IN ZONING DISTRICT R-80. ry " r^ IRON ROD \\\ �\ POOLS (SEE DETAILS) /�,� 32 QP�� 3 ✓ RETAINING WALL \�- �22� / THERE ARE NO - Z () (FOUND) \ \ \ \ \ -\ — � RELOCATE AS Y 6• / Q 8.. PERCENT OF LOT COVERAGE PROPOSED 3.3% p O NECESSARY r7 6�,0fy WELLS WITHIN 150 - o EDGE OF LAWN OF THE PROPOSED 9, OWNER MARTHA P. LITCH I 245 RESERVOIR ROAD �- O w 0 20" s• . DEVELOPMENT Z Ll_ z ` / L PO BOX 64 ANL, NY 053_., � � � p � -9• L \ PROPOSED 0_' LOCUS t �, rI��IFFc cl � I an � r \ 'Qj��s• \ �o \ \ of 3 .BEDROOM . \ �� p � t� z :RESIDENCE O �u` ` I� w Q w R E 7 T r Ff..2 .O:..- ,G W (n O• STAGING \ n�r�26 IN $ \ ABANDON EXISTING w / �_ 0 (n \ X297 \ / `I TING SEPTIC O f— 0' \ N \ AREA tea+. I� SYSTEM PER SCDHS w w POLE o \ REQUIREMENTS-PROVIDE 04 = #308 \ \ ��2R 1 / �-� IN FORM MW-080 TEST HOLE DATA - to < N \ I r� �IN LL- SINGLE FAMILY RESIDENCE PROVIDE SILT FENCE 59, TH\ NT / ?4 / \ 4 j %\ BY: R. STROUSE P.E.,L.S. -MAY 4, 2019 � Q MUNICIPAL WATER F MAINTAIN )URING / -24 / 11, N/F W ON SITE SEPTIC SYSTEM \ S coNSTFiucTloN \ / I�IN HANS PAAL BUNAES & 0-18" TOPSOIL \ (SEE DETAIL) �� ---DECK I`I\ ANTONIA LOUISE BUNAES 18»-31" SANDY SUBSOIL of PROVIDE CONCRETE ,I: EXISTING 1 STORY SINGLE FAMILY RESIDENCE 31"-17' SILTY SAND (MED. COMPACT). SANDS WITH SOME FINES (SM) 0 WASH-OUT AREA O / p I� RESIDENCE MUNICIPAL WATER BOULDERS AT 14' 0- O \\ (SEE DETAIL) \ OR�J 'I� (TO BE REMOVED) FISHERS ISLAND SEWER DISTRICT EXPECTED HIGH GROUND WATER BELOW ELEVATION 10 O 8'-6" oof \ \\ N 622.2�72� QPJEo \ KNOCKOUT INLET AND SEPTIC SYSTEM DESIGN FOR 3 BEDROOM RESIDENCE �' W \ S OUTLET OPENINGS SEP11C PROVIDE NEW WATER PROVIDE - 1000 GALLON SEPTIC TANK (SEE DETAIL) � .119 \ MONUMENT :I� EXPANSION SERVICE FROM EXISTING PROVIDE - 1 DISTRIBUTION BOX (SEE DETAIL) \ Go w (FOUND) I` AREA SHUT-OFF-COORDINATE RIBS INSIDE ,)C/ \ WITH FI WATER WORKS PROVIDE - 2 LEACHING POOLS (SEE DETAIL) r w�� \ IN'� PROVIDE TEMPORARY m ? W �I�I� CONSTRUCTION ENTRANCE o o _ + INVERT ELEVATIONS- ' 9 ADJACENT TO DRIVE I ci 0�, r0 O X 21.1 , \ 0 �t SEPTIC TANK INLET- 23.00 SEPTIC TANKS OUTLET- 22.5 o LEACHING POOLS INL T 22 Q z a SINGLE FAMILY RESIDENCE \ �-POLE SUFFOLK COUNTY DEPAPTMEN T OF HEARTH SERVICES O 0 � N MUNICIPAL WATER \ >#30 \ PERMIT FOR APPROVAL OF CO'NIS TRUCTION FOP,A - o ON SITE SEPTIC SYSTEh CAST PLAN CONCRETE COVERS SINGL£ FAMILY RESlir i4CE; Ot,1LY � (n (3 HOUSES) FBENCHMARK PK NAIL AUG 0 2 2019 > ELEVATION = 21.79 \ PLAN DATE: H 5 F;I;F. No• p�Q_ w .� / I APPROVED EXISTING 6 WATER MAIN \ COVER LOCKING CASTING -- - Q APPROXIMATE LOCATION - TO GRADE TO GRADE FOR MAYIMUM OF 3 BEDROOMS � IF DROP T' �0 ❑O❑ cl IS R( FINISHED GRADE EXPIRES THREE YEARS FROM DATE OF APPROVAL ❑❑ a ED❑ ❑� OD =O= D❑ `� CHIMNEY z ❑❑ OHO Q❑ 4 x 4 12.6/12.6 GA. WIR MESH 1 `r X 20" 6 x 6 6/6 GA WIRE MESH LEGEND O❑ l I O Q❑ 0 Q 20' I- PROPERTY LINE ❑❑ O Q❑ min, min. _L 6„ a 0 a o� =1 D D ' ABUTTERS LINE Q ROOF LEADER3 PROPOSED ❑❑ Q Q Q ❑Q ;.� INLET ADDITION ❑❑ O 0 3" VENT-----'FJ] 3' VENT OU LET c, -i' EDGE OF PAVEMENT = o [DID =D 0 ❑Q EDGE OF GRAVEL ------------------- Q ~ o LIQUID LEVEL o -� (- DRAINAGE CALCULATIONS (ADDITION TO MAIN RESIDENCE) _� O CONTINUOUS HOT 4" OUTLET a EXISTING CONTOUR ——— 22 ——— 6'-6" j o ASPHALT SEAL BAFFLE PROPOSED CONTOUR 1yy 00 000 4CN " PVC WYE LINED W TH - rn rn ROOF AREA = 1200 SF RETAINING WALL u � REQUIRED = 1200 SF X 1.0 X 2/12 = 200 CF OVERFLOW `n 4" SCHEDULE ##40 1/8., PVC 1 FENCE m o I I < � I o LEACHING POOL DETAIL INLET BAFFLE 60GAS 200/ 1.5 = 133 SF 4" PVC CUT 1 ► DEFLECTOR TREE LINE r✓ w -��w p w PROVIDE 10' X 15' RAIN GARDEN 1.5f FT. DEEP TO LENGTH NOT TO SCALE o o - STORAGE PROVIDED 225 CF s OVERHEAD WIRES N�F � Y o NOW OR FORMERLY o o vl a w 0 w _ 4T11 5'-8" UTILITY POLE af o w � = o TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: � � 3 BOUNDARY POINT o_ m 0 C)__ u u � 1.SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, -� --� CROSS SECTION WATER VALVE DATE: 07/16/2019 NEW ENGLAND WETLAND PLANTS, INC. 90BEND 18" (MIN) A wv---' 2.MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA a" SDR 35 PVC Abcando i?1cm!C' C==' "^y - =" jr.} ;, SCALE: 1 " = 20' 1000 GALLON 3.MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA SLOPE AS REQUIRED con1Rc)a'n"_;1C, .,,; :::;,;:;;?+•;a .° yn> •�-, .1, „, 4,LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI 1 yc ,,•,:;. .• `'y„ `'''y"�`���'�"''t PROVIDE STONE PROTECT DOWNHILL 2 COMPARTMENT COY:1;ua+ rCil ivil �F lc'Y:r -�U proo' PROJECT: 2019824 QUALITY CONTROL CERTIFICATION 5.MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA SEPTIC TANK GROUP REVIEWED DATE AT PIPE CUTLET LOPLANTING SCHEDULE AND PLANT PER SLOPE WITH STONES PROJECT MANAGER NOT TO SCALE SURVEY 20 10 0 20 ENVIRONMENTAL STORMWATER RAIN GARDEN DETAIL SHEET CIVIL NOT TO SCALE GRAPHIC SCALE IN FEET 1 OF 1 STRUCTURAL ARCHITECTURAL s i J iU 4 r a. •� s.. 00 N o q d) Z U Y O 0 ►- o O W Q) a) 4 o N c UI W > E a oa fit �'R U tmv N O' o � (ZN ■_ � (jLLIwN V+ W 3 OT O) Qi o ccoo W M co UC �co L I ZA5r=TH N/F BUILDING TP / P I QLD 1 SETBACK LINE (TYP.) JAMES F DWINELL IV & LOIS C. DWINELL AIRPORT SINGLE FAMILY RESIDENCE MUNICIPAL WATER ON SITE SEPTIC LOCATION MAP SCALE 1 "=400' �r N/F \ C. RICHARD BARTELS & i$, KAREN A. BARTELS SINGLE FAMILY RESIDENCE MUNICIPAL WATER ON SITE SEPTIC SYSTEM 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE p PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR 5 EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IRON PP 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND (FOUND) C) SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE fTHE PRODUCT OF THE LAND SURVEYOR. 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" F 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 009, BLOCK 9, LOT 10. 6. TOTAL AREA = 0.80t ACRES (35,440 SF) 5 7. SITE IS LOCATED IN ZONING DISTRICT R-80. = Y ��•' �/ ti� \ 8. PERCENT OF LOT COVERAGE PROPOSED-3.3% C) >- -::] Z ° \ �' ���F��Qf� /RON ROD 2�' 9. OWNER- MARTHA P. LITCH � 0 \ .0. 's. .g'I� 245 RESERVOIR ROAD z p z O NEW LD��DTION g °� PO BOX 643 p �-- FISHERS ISLAND, NY 06390 0 o p Q 12/19/2019 5 U a' w Z Lu S of L = w � Z � — IL \ O+ Lj_ N w LL_ POLE 1 #308 TEST HOLE Q DATA - _ 1' SINGLE FAMILY RESIDENCE 4 s9yj " , TH N/F BY. R. STROUSE P.E.,L.S. -MAY 4, 2019 w MUNICIPAL WATER 46` 41 41 HANS PAAL BUNAES & 0-18" TOPSOIL ON SITE SEPTIC SYSTEM \ \ S ANTONIA LOUISE BUNAES 18"-31" SANDY SUBSOIL SINGLE FAMILY RESIDENCE 31"-17' SILTY SAND (MED. COMPACT). SANDS WITH SOME FINES (SM) MUNICIPAL WATER EXPECTED 4 PECTED HIGH GROUND WATER BELOW ELEVATION 10 \ Q y, COMMUNITY SEWER- \ / � N FISHERS ISLAND SEWER DISTRICT 5478 W 5478. \ .7 w 72 ) �, \ MONUMENT y. ' 41 (FOUND) \ O TpO y � \ R/� z SINGLE FAMILY RESIDENCE \ POLE - p v MUNICIPAL WATER #307 W ON SITE SEPTIC SYSTEM \ \ o _ (3 HOUSES) 2 7 � : :� � BENCHMARK PK NAIL \ ELEVATION = 21.79 w EXISTING 6" WATER MAIN o APPROXIMATE LOCATION 414 0 z LEGEND PROPERTY LINE ABUTTERS LINE EDGE OF PAVEMENT Q0 EDGE OF GRAVEL ------------------- o FENCE N N 00 CK) NOW OR FORMERLY N/F °' �, °' UTILITY POLE --�- U m Ii � or cy- i BOUNDARY POINT 0 O WATER VALVE zz z AVN w Y C 7 3 UO O O F7 Q w 0 w af O w of = O O- m O O U U DATE: 12/23/2019 SCALE: 1 " = 20' QUALITY CONTROL CERTIFICATION PROJECT: #2019824 GROUP REVIEWED DATE PROJECT MANAGER SURVEY 20 10 0 20 SHEET ENVIRONMENTAL CIVIL GRAPHIC SCALE IN FEET 1 OF 1 STRUCTURAL ARCHITECTURAL t TO E 0 C) 0) 0 .2 oa) CD Uj :E t3 Z 7V) (0 5 0 C) cl) 0 k (a 0 >4) 1- " � 4E) W 0 -0 0 A IT. Eii, F_ CQZ 3: z Ir 1% Ql 6 20 0 .4 C 0 (3 w W w cm Ce) >h r) z Z) Cl) Cl) (1) Lz C) > :9r 0) C� 00 cr) OD00 (y) W Cl) c 00 > ELIZABETH N FIELD 13UILDING JAMES F. DWINELL IV & SETBACK LINE (TYP.) AIRPORT LOIS C. DWINELL SINGLE FAMILY RESIDENCE MUNICIPAL WATER 191� ���b b,��� e T30. ON SITE SEPTIC %P LOCATION MAP SCALE 1 =46b"iW. 0% NSF d, keg C. RICHARD BARTELS & KAREN A. BARTELS SINGLE FAMILY RESIDENCE K MUNICIPAL WATER NOTES ON SITE SEPTIC SYSTEM 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE k PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED TIES FOR SEPTIC SYSTEM LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. A B ............ ........... C 19.5' 35.5' TANK INLET 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND IRON(FOUND)PIPE 0 D 27.5' 39.0' TANK OUTLET r7' SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL . ..... E 36.0' 45.0' DIST. BOX ARE THE PRODUCT OF THE LAND SURVEYOR. 48.5-1 55.5 LEACHING POOL . ...... . r 42.0' 40.0' LEACHING 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND �Gl 0-0-L GEODETIC SURVEY TRIANGULATION STATION "PROS" 4N ............ ... ... ........... '� BURIED pNE ............. ........... ................... PROPANE TANK 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 009, BLOCK 9, LOT 10. ... ........ ........... .......... . .... . ....... .... ....... ..... r- 6. TOTAL AREA = 0.80± ACRES (35,440 SF) j 7. SITE IS LOCATED IN ZONING DISTRICT R-80. C, 4" C.I. 8. PERCENT OF LOT COVERAGE PROPOSED-3.3% U p 0 >- /C ,::. 0 cl� A J/ TO TANK 9. OWNER- MARTHA P. LITCH Elf ...... .......... I.ROD ...... 245 RESERVOIR ROAD LL_ TIC TANK 0 PO SIP' P, 0 LLj (5 E T) 1500 GALLON TIIONI : 0 FISHERS ISLAND, NY 06390 LOCATED S Lli C > w z < LLI 0 < DISTRIBUTION own _j LLI w to BOX E < D 0- U-) U) .101 WUj 4G POOL (2) F '0. TEST HOLE DATA LL_ POLE < (n #308 NEW WATER B :2 U_ SINGLE FAMILY RESIDENCE S9.la. TH G SERVICE NIF BY: R. STROUSE P.E.,L.S. -MAY 4, 2019 MUNICIPAL WATER 41 HANS PAAL BUNAES & 0-18" TOPSOIL ON SITE SEPTIC SYSTEM %Sl ANTONIA LOUISE BUNAES 18 -31" SANDY SUBSOIL SINGLE FAMILY RESIDENCE 31"-17' SILTY SAND (MED. COMPACT). SANDS WITH SOME FINES (SM) 4Q MUNICIPAL WATER BOULDERS AT 14' 0 COMMUNITY SEWER- EXPECTED HIGH GROUND WATER BELOW ELEVATION 10 N 622.24Py FISqERS ISLAND SEWER DISTRICT W 5478.72 MON. \ w (SST) V, M 0 kz 4v SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 0 OR 0 APPROVAL O',"CONSTRUCTED VlORKS FOR 0 0 0 SINGLE FAMILY RESIDENCE POLE Cl (n r- A S I N G L E F 10�-VLY R ESRE ENCI=E - < MUNICIPAL WATER #307 -79 0 ON SITE SEPTIC SYSTEM Date OCT 2 1 2020 K\O _lq-00 (n 2 (3 HOUSES) /P The sevmgo d'sp­ssal and vmlmr Stvpply at th?3 10=tol have been z > NAIL Inspected andlor ceifled by fh,!s Departirte.1t or ether agoncle3 and found to BENCHMARK PK be satisfactory FOR A I I 4, MU�,�ROOMS. Ld ELEVATION 21.79 x EXISTING 6" WATER MAIN APPROXIMATE LOCATION Craig Knepper, P.E.9 Chief Office of Wastewater Management 6 z LEGEND PROPERTY LINE 01 ABUTTERS LINE EDGE OF PAVEMENT 0 EDGE OF GRAVEL ------------------- _j FENCE X x X C4 0) 00 00 NOW OR FORMERLY NIF CD N UTILITY POLE __w_ - < (Y- M N L� 0� I N BOUNDARY POINT _j WATER VALVE 0 0 z Li z z WN y 0 3 U0 0 0 N < Lu 0 w Elf 0 w ()f 0 _j 0- DATE: 12-23-2019 SCALE: 1 = 20' PROJECT: #2019824 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER 20 10 0 20 SURVEY MEMOMMISHEET ENVIRONMENTAL GRAPHIC SCALE IN FEET 1 OF 1 CIVIL STRUCTURAL tj ARCHITECTURAL q q �e Gkd ATLANTIC CONSULTING & ENGINEERING LETTER OFT14AINSMITTAL 525 John Street Second Floor Bridgeport,Connecticut 06604 (203)336-4422 DATE November 25,2019 1 JOB NO. 19-668 FAX(203) 336-1769 ATTENTION: _ TO Michael J.Verity RE: 245 Reservior Road Southhold Building Department Martha Litch&Amanda E Litch Lovell PO Box 1179 245 Reservoir Road Southhold, NY 11971 Fishers Island, NY 06390 WE ARE SENDING YOU ❑� Attached ❑ Under separate cover via Regular Mailing the following items: ❑ Shop drawings ❑ Prints ❑� Plans ❑ Samples F] Specifications ❑ Copy of letter ❑ Change Order ❑ COPhES ",ATENO. - — - DESCRIPTION 1 11/15/19 1 of 5 General Notes 1 11/15/19 2 of 5 Drawing Summary Block-All—Layers 1 11/15/19 3 of 5 Plan View—All—Layers 1 11/15/19 4 of 5 Multi-Isometric 1 11/15/19 5 of 5 Sections THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution ❑1 As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and Comment ❑ Plans are Signed &Sealed ❑ FOR BIDS DUE El PRINTS RETURNED AFTER LOAN TO US REMARKS a a 0�S� ZISIGNED: Wilda Hernandez ATLANTIC CONSULTING & ENGINEERING LETTER OF TRANSMITTAL 525 John Street Second Floor Bridgeport,Connecticut 06604 (203)336-4422 �� _`L14� DATE February 6,2020 JOB NO. 19-668 FAX(203) 336-1769 C.� ATTENTION: TO Michael J.Verity RE: 245 Reservior Road Southhold Building Department Martha Litch &Amanda E Litch Lovell PO Box 1179 245 Reservoir Road Southhold, NY 11971 Fishers Island, NY 06390 WE ARE SENDING YOU 0 Attached ❑ Under separate cover via Regular Mailing the following items: ❑ Shop drawings ❑ Prints ❑� Plans 0 Samples Specifications ❑ Copy of letter ❑ Change Order ❑ COPIES____ DATE w NO. DESCRIPTION 1 2/6/20 1 of 5 General Notes 1 2/6/20 2 of 5 Drawing Summary Block-AII_Layers 1 2/6/20 3 of 5 Plan View—All—Layers , 1 2/6/20 4 of 5 Multi-Isometric - y 1 2/6/20 5 of 5 Sections2 2020 ' THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval FFor your use ❑ Approved as noted ❑ Submit copies for distribution ❑4 As requested F-1 Returned for corrections El Return corrected prints 1-1 For review and Comment Fv] Plans are Signed &Sealed FOR BIDS DUE F-1 PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO Greg Lovell SIGNED: Wilda Hernandez 0 007 r14 ENGINEERS INC. PLANNERS CONSULTANTS 305 NORTH OAKLAND AVENUE • P.O.BOX 490 NAPPANEE,INDIANA 46550 PHONE: 574-773-7975 WEB: WWW.NTAING.COM FAX: 574-773-2732 I October 15,2019 RC090619-6 Mr.Ricky Kline Ritz Craft Corporation 15 Industrial Park Rd. Mifflinburg,PA 17844 NOV 1 2 2019 ' RE: MODEL#2494019 NYDOS MODEL#M0182-2019-125 CUSTOMER: LITCH SITE ADDRESS: 275 Reservoir Ave. Fisher Island,NY 06390 Suffolk County Dear Mr.Kline Issued herewith in response to your application received for approval of a new individual model is the Factory Manufactured Approval as authorized under Part 1209 of Title 19 NYCRR,Division of Code Enforcement and Administration. The approval is indicated by the NTA,Inc. Stamp of Approval dated [Approval date],placed on the set of documents accompanying this letter. This approval is based on the NYS 2017 Uniform Code Supplement,and the 2015 I-Codes and will remain in effect for a period of two years from the date of approval,unless sooner revoked,and is subject to renewal thereafter. The design limitations for this approval are: Occupancy: Single Family Dwelling Construction Type:VB Number of Stories:2 Ground Snow Load(Pg):20 Seismic Design Category:B Basic Wind Speed(V ult):139 Climate Zone:4 Exposure Category:D Other:Furnace,Water Heater,HVAC onsite Prior to shipment from the factory each factory manufactured home,model and/or component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR,paragraph 1209.5. The Insignia Order Form(attached)can also be obtained from the NYS-DOS website. If you have any additional questions or comments regarding this matter please contact me at your convenience at(574)773-7975. Respectfully, Luke .Lehma Account Manager NTA,Inc. Cc:NYS-DOS IM 002 3 32 NY Model Approval Letter(2017UCS)2017-10-27 Page 1 of 1 New York State Department of State NE YORK uR i� Standards Division of Building Standards aTATE CIF and Codes OPPORTUNITY and a One Commerce Plaza 99 Washington Avenue,Suite 1160 Albany,NY 12231-0001 (518)474-4073 Fax (518)486-4487 www dos,riy.gov Application for Plan Approval of a Factory Manufactured Building (Modular) All fields must be completed in order for this form to be submitted. MANUFACTURER: Ritz Craft Corporation of PA Manufacturer No M M0182 Address. 15 Industrial Park Rd. Mifflinburg, PA 17844 Phone 570-966-1058 Contact Person Brittany Brown Email. bmorseman@ritz-craft.com QUALITY CONTROL MANUAL LAST APPROVAL DATE: 10/9/17 Prepared By/Contact Person- Ritz Craft/Brittany Brown Phone. 570-966-1058 Email. INDEPENDENT THIRD PARTY INSPECTION AGENCY: NTA Inc. Address: 305 N. Oakland Ave. Nappanee, IN 46550 Phone: 574-773-7975 Contact Person: Luke Lehman Email- Ilehman@ntainc.com FACTORY MANUFACTURED BUILDING IDENTIFICATION Project Name/Client/Customer. Litch Project County: Suffolk Model: 2494019 Occupancy Class One Family Dwelling Project Address: 275 Reservoir Ave Fisher Island, NY 06390 Application pertains to: (check one) nX New Individual Model (unique/custom/manufactured once for a specific site) © New Initial Individual Model (planned to be built repeatedly-per these guidelines*) New System of Models © Modification of an Approved Model or system. M (provide pnor approval number) © Renewal of an Approved Model or System M (provide prior approval number) "initial model means a specific design of factory manufactured home to include options which do not change the quality control manual and which in the determination of the Division, do not materially affect the structural,plumbing,mechanical or electrical systems FILING DOCUMENTATION AND FEES Provide 1 set of necessary drawings, specifications,calculations and updated QA Manual (if more than 2 years since last approval)as a hard copy and pdf files on a CD-Rom, thumb-drive,web-transfer or e-mail. Please provide a non-refundable filing fee of$50.00.A plan checking fee in accordance with 9 NYCRR 1281.4 is required upon approval,payable to. NYSDOS, Division of Building Standards and Codes. Send submission and payment to NYS Dept.of State, Division of Building Standards and Codes, One Commerce Plaza, 99 Washington Avenue, Suite 1160, Albany, NY 12231. SIGNATURES: Registered Architect - Professional Engineer** Name David Feeney License No 080526 Signature: *'New York State Education Law and Department of State Regulation require architect or professional engineer signature and seal affixed to all drawings and specifications submitted to public officials certifying compliance with health and safety regulations and conformance with current codes DOS-1280-f-a (Rev. 03/17) Page 1 of 1 Job Truss Truss Type Qty Ply [Ritz-Craft 212 98038 CCB80920 HINGED ATTIC 1 1 Universal Forest PAducts Inc,Grand Rapids,MI 49525,Mike Patten 8 220 a Aug 13 2018 MITek Industries,Inc Thu Aug 15 15 59 59 2D19 Pagel of 2 Copyright V2019 Universal Forest Products, Inc.All Rights Reserved -1-1 4-5-11 7-11-0 6-8-12 6-9-12 15 7¢0-4-0 o-� 7 W 8 9 7j3 421 1203 S 0 6 10 SMH18K W 21 20 11 2x4// SS7 -2-7 2-1u1-10 2x4 Cf � SMH18D l I I 0 12 7-9-12 5 Am 13 vvr r 2x6\\ Collar Detail 4 I7 M 2x6\\ 19 15 14 12 00 12 46 Ii 13-5-0 2x6\\ 3 3 0-3-0 See Note 13, Verified by a 2x5 II 7-8-0 40 psfBCLL �610/16/2019 ON 2 W 1 1 11_ V`�..nr C Derived from NYDOS 19 18 17 approved building system 5x6 11 2x5 11 2x6 I I 16 See Note 13- 1-0-5 04r8 i 4-5-11 7-8-0 6-11-12 6-9-12 i 27-1-0 Plate Offsets X 1 0-2-16,0-0-11,[3 0-2-4,0-2-41,14 0-1-8,13-2-21J11 0-1-4,0-1-01, 12 0-1-4,0-0-01,[13 0-0-13.0-1-131,[17 0-4-0,0-1-01,118 0-3-8,0-1-01, 20 0-1-10,0-1-121 LOADING(psf) SPACING- 1-4-0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 198- Plate Grip DOL 1 15 TC 068 Vert(LL) 036 14 >445 240 MT20 197/144 (Ground Snow=20 0) Lumber DOL 1 15 BC D 38 Vert(CT) 029 14 >549 18D MT18HS 197/144 BCDL 10 0 Rep Stress Incr YES WB 0 28 Horz(CT) -0 46 19 n/a n/a BCDL 100 BC0 0 ' Code IBC2015/TP12014 Matra-R Weight 156 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x6 SPF No 2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins [PI T1 2x6 SPF 1650F 1 5E,T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing BOT CHORD 2x8 SPF No 2'Except' JOINTS 1 Brace at Jt(s) 20 B1 2x10 SP DSS WEBS 2x4 SPF Stud*Except' W4,W5 2x6 SPF No 2,W3 2x6 SPF Stud,W7 2x3 SPF Stud REACTIONS (Ib/size) '1=761/0-3-8 (min 0-1-8),15=112/Mechanical,13=451/0-3-8 (min 0-1-8),16=127/0-3-8 (min 0-1-8),19=17/Mechanical Max Horz 1=451(LC 1),13=491(LC 9) Max Uplift1=-428(LC 9),15=-87(LC 7),13=-352(LC 8),16=-227(LC 9) Max Grav 1=776(LC 2),15=138(LC 16),13=451(LC 1),16=354(LC 14),19=17(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-700/153,2-3=-730/324,3-4=-664/673,4-5=-566/676,5-21=-486/690,6-21=-475/695,6-7=-119/109,7-8=-349/247,8-9=-353/239,9-10=-364/208,10-11=-467/677,11-12=-474/625, 12-13=-558/633 BOT CHORD 14-15=0/0,13-14=0/0,1-18=-4/1,17-18=-2/1,16-17=010 WEBS 3-17=-255/651,4-19=0/0,2-18=-142/232,6-20=-676/1115,10-20=-647/1096,8-20=-191/270,11-14=-105/245 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(Ib-in) 5=549/678/98/0,6=676/1116/161/0,7=347/248/332/0,8=191/270/25/0,9=356/2311150/0,10=647/1096/94/0,14=105/245/0/0 NOTES- 1)Wind ASCE 7-10,Vult=152mph(3-second gust)Vasd=120mph,TCDL=6 Opsf,BCDL=6 Opsf,h=30ft,Cat Il,Exp D,Enclosed,MWFRS(envelope)gable end zone and C-C Exterior(2)zone,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate grip DOL=1 60 2)--TCLL ASCE 7-10,Pg=20 0 psf(ground snow),Ps=varies(min roof snow=19 8 psf)see load cases,Category ll,Exp D,Partially Exp,Ct--1 10 3)Roof design snow load has been reduced to account for slope 4)Unbalanced snow loads have been considered for this design 5)All plates are MT20 plates unless otherwise 6)See HINGE PLATE DETAILS for ted plate placement fgf W kZ 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation i �� � �,d 8)All additional member connections shall be provided by others for forces as indicated �li,�.,�, ` 'U-,IhFit i1 9)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads $ = �� 10)'This truss has been designed fora live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bo Id� i flL chord and any other members !� 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 428 Ib uplift atfoint 1,87 Ib uplift atlomt 15,352 Ib uplift atlo t KEVIN vezRFF31o,bi I`i t 13 and 227 Ib uplift at joint 16 -, k" � ,•,•• ,,. 12)Fixity of member 7-8 has been changed j•'' it r r-'�"°°`" �' 13)Provide support to resist horizontal reactions of 451 Ib atloint 1 and 491 Ib atloint 13 14)NA 15)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSIrrPI 1 wry Ctia e 16)Attic room checked for L/360 deflection �,v �`. t_'4 17)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B) �Y �# The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee elH s��e�s ® WARNI NG - Verify design parameters and READ NOTES Universal Forest Products,Inc 2801 EAST BELTLINE RD,NE PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design Builder responsibilities are defined under TP11 This design is based only upon parameters shown,and is for 9 P Y Applicability proper incorporation P responsibility g an individual building component to be Installed and loaded vertical) A licabili of design parameters and ro erinco oration of component is res onsibili of building designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction Is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding •''y `'"3 P tY P 9 P 9 9 9 fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J\supportlMitekSupp\templatesWfp tpe Job trues Truss Type city Pry �Ritz-Craft 212 98038 CCB80920 HINGED ATTIC 1 1 Universal Forest PRducts Inc,Grand Rapids,MI 49525,Mike Patten 8 220 a Aug 13 2018 MiTek Industries,Inc Thu Aug 15 15 59 59 2019 Page 2 of 2 Copyright(02019 Universal Forest Products, Inc.All Rights Reserved 18)This truss is designed in accordance with the 2012 IBC Sec 2306 1 and referenced standard ANSI/TPI 1 19)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service 20)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary supports All field-installed members must be properly fastened prior to applying any loading to the truss This design anticipates the final set position Verified by ON10/16/2019 14 I NC_ Derived from NYDOS approved building system The professional engineering seal Indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code The engineering seal is not an approval to use In a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee ® WARNI NG - Verify design parameters and READ NOTES Universal Forest Products,Inc 2801 EAST BELTLINE RD,NE Truss shall not be cut ormodifed without approval of the truss design engineer PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,M149525 This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible ,tray for lifting methods and system design Builder responsibilities are defined underTP11 This design Is based only upon parameters shown,and Is for an individual building component to be Installed and loaded vertically Applicability of design parameters and proper incorporation of component Is responsibility of building ' r designer-not truss designer Bracing shown Is for lateral support of individual web members only Additional temporary bracing to Insure stability during construction isthe responsibility of the erector Additional permanent bracing of the overall structure Is the responsibility of the building designer Forgeneral guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06from the Wood Truss Council of Amenca and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J\support\MltekSupp\templates\ufp tpe Job Truss MFG Customer 98038 CCB80920 212 RITZ-CRAFT The professional engineering sea]indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering sea[is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. to, Ile" Pl- X e'S < tv �X' A N 2 1 6o A -All KEVIN�k( i t N 9C ��4, % 4 '154 "eii (WAL ",0-' C., -x 4P° 'exvoea4x Q" V A 4 11 P,r / Y ­KtVIN 'n S E*A T, 0-M E.44 FREENIAN ...... E-65329 >1 7�- Q4 b AIL 4 A WK FVk olx4 k, 41 -----------------------—--—-- A ----------------------- KEWN W, FREEMAN �k!E' 15-,Ae N CV-;1 tu N 7445 .W' .4— V _)eo (P < % AX4&*7 4t'. IX S SIS, ff,N I I F-rit- T fl,1 0 % Verified by 10/16/2019 6 4P Derived from NYDOS approved building system Corporate Engineering 2801 East Beltline,NE Grand Rapids,M1 49525-9736 (616) 364-6161 Fax(616) 365-0060 nnm page Project 2494019C - ---_r• M ' 'Curt Zimmerman !Wj 6� Ritz Craft Corporation / 15 Industrial Park Rd of Miffhnburg, PA 17844 StruCalc Version 10.0 1 6 8/27/2019 3 31.53 PM Location HDR1 (W TRUSS CCB80920,PT GIRDER) Location THB1 (W C&C LOAD) Multi-Loaded Multi-Span Beam Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)j [2009 International Residential Code(2015 NDS)] 1.5 IN x 7.25 IN x 7 25 FT (3)30 IN x 5 5 IN x 12.67 FT 2 0 E-LVL-Murphy 2 0 E-LVL-Murphy Section Adequate By 34 0% Section Adequate By 9 6% Controlling Factor Deflection Controlling Factor Deflection Location-HDR2(W TRUSS CCB80920,PT-GIRDER) Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)] 15 IN x 7.25 IN x 3.88 FT #2-Spruce-Pine-Fir-Dry Use Section Adequate By 16 3% Controlling Factor Moment Location CLB1 (W,TRUSS CCB80920, PT GIRDER) Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)j (2)1 5 IN x 0.25 IN x 7.92 FT 2 0 E-LVL-Murphy Section Adequate By 75 4% Verified by Controlling Factor Moment 10/16,2019 Location CLB2(W:TRUSS CCB80920, PT GIRDER) j� Multi-Loaded Multi-Span Beam ' V`+-,—D 2009 International Residential Code(2015 NDS IN14Derived from NYDos [ nternaona ( )] approved building system 15 IN x 9.25 IN x 3 25 FT #2-Spruce-Pine-Fir-Dry Use Section Adequate By 23 6% Controlling Factor Shear Location. HDR4(W.TRUSS CCB80920&2ND FLOOR, PT HDR1 ) Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)] 15 IN x 9 25 IN x 2 88 FT #2-Spruce-Pine-Fir-Dry Use Section Adequate By 29 9% Controlling Factor Shear Location, HDR5(W TRUSS CCB80920,PT GIRDER) Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)] 1.5 IN x 9 25 IN x 6.83 FT 2 0 E-LVL-Murphy „ Section Adequate By 28 5% Controlling Factor Shear Location.THB2(W C&C LOAD) r' '• Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)j (2)1 5 IN x 5.5 IN x 4.54 FT #2-Spruce-Pine-Fir-Dry Use Section Adequate By 102 8% Controlling Factor Moment page Project.2494019C ••Curt Zimmerman / Location, HDR1 (W TRUSS CCB80920,PT GIRDER) Ritz Craft Corporation Multi-Loaded Multi-Span Beam 15 Industrial Park Rd of (2009 International Residential Code(2015 NDS)I z MifFlinburg,PA 17844 1.5 IN x 7.25 IN x 7 25 FT 2 0 E-LVL-Murphy StruCalc Version 10 0 1 6 8/27/2019 3:31.53 PM Section Adequate By 34.0% Controlling Factor Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0 18 IN L/482 Dead Load 0.06 in Total Load 0 25 IN L/355 Live Load Deflection Criteria U360 Total Load Deflection Criteria L/240 REACTIONS A B Live Load 953 Ib 1147 Ib Dead Load 336 Ib 433 Ib Total Load 1289 Ib 1580 Ib Bearing Length 1 15 in 140 in BEAM DATA Center Span Length 725 ft Room Unbraced Length-Top 0 ft 7.25 n Unbraced Length-Bottom 725 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 253 plf 2.0 E-LVL-Murphy Uniform Dead Load 85 plf Base Values Adiusted Beam Self Weight 3 plf Bending Stress Fb= 3100 psi Fb'= ` 3394 psi Total Uniform Load 341 plf -Cd=1.00 CF=1.09 POINT LOADS-CENTER SPAN Shear Stress Fv= 290 psi Fv'= 290 psi Load Number One Cd=1 00 Live Load 266 Ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 134 Ib Comp -L to Grain. Fc-L= 750 psi Fc--L'= 750 psi Location 6.26 ft Controlling Moment: 2440 ft-Ib 3 77 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1383 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus. 8 63 in3 13.14 in3 Area(Shear): 7 15 int 10.88 int Moment of Inertia(deflection), 35 55 in4 47 63 in4 Moment: 2440 ft-Ib 3717 ft-Ib Shear. -1383 lb 2103 lb NOTES verified by 10/16/2019 Derived from NYDOS approved building system page Project 2494019C - Curt Zimmerman / Location HDR2(W TRUSS CCB80920, PT'GIRDER) iE : Ritz Craft Corporation Multi-Loaded Multi-Span Beam , 15 Industrial Park Rd of [2009 International Residential Code(2015 NDS)] : : Mifflinburg,PA 17844 15 IN x 7 25 IN x 3 88 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10 0 1 6 8/27/2019 3.31:53 PM Section Adequate By- 16 3% Controlling Factor Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 003 IN L/1751 Dead Load 0 01 in Total Load 0 04 IN L/1256 Live Load Deflection Criteria U360 Total Load Deflection Criteria L/240 REACTIONS A B Live Load 579 Ib 611 Ib Dead Load 220 Ib 232 Ib Total Load 799 Ib 843 Ib Bearing Length 1.25 in 1.32 in BEAM DATA Center Span Length 388 ft Unbraced Length-Top 0 ft 3 88 ft Unbraced Length-Bottom 3.88 ft Live Load Duration Factor 1 00 Notch Depth 000 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Spruce-Pine-Fir Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 2 plf Bending Stress Fb= 875 psi Fb'= 1050 psi Total Uniform Load 2 plf Cd=1.00 CF=1.20 POINT LOADS-CENTER SPAN Shear Stress Fv= 135 psi Fv'= 135 psi Load Number One Cd=1 00 Live Load 266 Ib Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 134 Ib Comp -L to Grain Fc--I-= 425 psi Fc--L = 425 psi Location 1.97 ft Controlling Moment: 989 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN 1 98 Ft from left support of span 2(Center Span) Load Number One Two Created by combining all dead loads and live loads on span(s)2 Left Live Load 224 plf 253 plf Controlling Shear: -645 Ib Left Dead Load 75 plf 85 pif At a distance d from right support of span 2(Center Span) Right Live Load 224 plf 253 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 75 plf 85 plf Load Start 0 ft 1 97 ft Comparisons with required sections: Read Provided Load End 1.97 ft 3.88 ft Section Modulus 11 3 in3 1314 in3 Load Length 1 97 ft 1.91 ft Area(Shear) 7 17 in2 10.88 in2 Moment of Inertia(deflection) 9 79 in4 47.63 in4 Moment: 989 ft-Ib 1150 ft-Ib Shear -645 lb 9791b NOTES Verified by IN 10/1+6/2019 INC Derived from NYDOS approved building system page Project:2494019C Curt Zimmerman Location-CLB1 (W TRUSS CCB80920,PT-GIRDER) Ritz Craft Corporation Multi-Loaded Multi-Span Beam ,k, 15 Industrial Park Rd of 2009 International Residential Code 2015 � NDS "' ( )1 �•r;.••;:. Mifflinburg,PA 17844 , (2)1.51Nx925IN x792 FT 2 0 E-LVL-Murphy StruCalc Version 10 0 1 6 8/27/2019 3 31:53 PM Section Adequate By 75 4% Controlling Factor Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0 12 IN L/803 Dead Load 0 06 in Total Load 0 18 IN L/520 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria. L/240 REACTIONS A_ B Live Load 1933 Ib 2306 Ib Dead Load 1062 Ib 1251 Ib 1 2 Total Load 2995 Ib 3557 Ib Bearing Length 1.33 in 1.58 in BEAM DATA Center Span Length 7.92 ft Unbraced Length-Top 0 ft 7.828 Unbraced Length-Bottom 7.92 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 436 plf 2.0 E-LVL-Murphy Uniform Dead Load 235 plf Base Values Adjusted Beam Self Weight 7 plf Bending Stress. Fb= 3100 psi Fb'= 3249 psi Total Uniform Load 678 plf Cd=1 00 CF=1.05 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Two Cd=1 00 Live Load 393 Ib 393 Ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 199 Ib 199 Ib Comp.-L to Grain Fc-1 = 750 psi Fc--L = 750 psi Location 4 22 ft 745 ft Controlling Moment: 6603 ft-Ib 4 2 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2842 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Rep'd Provided Section Modulus 24 39 in3 42 78 in3 Area(Shear): 14 7 in2 27 75 in2 Moment of Inertia(deflection) 91.39 in4 197 86 in4 Moment: 6603 ft-Ib 11582 ft-Ib Shear -2842 Ib 5365 Ib NOTES by Verified by 10/16/2019 Derived from NYDOS approved building system page Project.2494019C 'Curt Zimmerman Location CLB2(W:TRUSS CCB80920, PT GIRDER) g •..: Ritz Craft Corporation / Multi-Loaded Multi-Span Beam 15 Industrial Park Rd of [2009 International Residential Code(2015 NDS)] ;;::: ,., Miff inburg,PA 17844 1.5 IN x 9 25 IN x 3.25 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10 0 1 6 8/27/2019 3.31 53 PM Section Adequate By 23 6% Controlling Factor.Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN 1_13668 Dead Load 0 01 in Total Load 0 02 IN L/2390 Live Load Deflection Criteria U360 Total Load Deflection Criteria L1240 REACTIONS A B Live Load 823 Ib 987 Ib 1 Dead Load 444 Ib 527 Ib Total Load 1267 Ib 1514 Ib Bearing Length 1.99 in 2 37 in BEAM DATA Center Span Length 3.25 ft Unbraced Length-Top 0 ft 3,25ft Unbraced Length-Bottom 325 ft Live Load Duration Factor 1 00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 436 plf #2-Spruce-Pine-Fir Uniform Dead Load 235 plf Base Values Adiusted Beam Self Weight 3 plf Bending Stress Fb= 875 psi Fb'= 963 psi Total Uniform Load 674 plf Cd=1 00 CF=1.10 POINT LOADS-CENTER SPAN Shear Stress. Fv= 135 psi Fv'= 135 psi Load Number One Cd=1 00 Live Load 393 Ib Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 199 Ib Comp I to Grain Fc-1= 425 psi Fc--L= 425 psi Location 2.3 ft Controlling Moment: 1193 ft-Ib 1 88 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1010 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections- Reo'd Provided Section Modulus- 14 87 in3 21 39 in3 Area(Shear). 11 22 in2 13.88 int Moment of Inertia(deflection) 9 94 M4 98 93 in4 Moment: 1193 ft-Ib 1716 ft-Ib Shear -1010 Ib 1249 Ib NOTES Verified by 10116/2019 ~ Derived from NYDOS approved building system page Project 2494019C Curt Zimmerman Location, HDR4(W TRUSS CCB80920&2ND FLOOR,PT. HDR1 ) Ritz Craft Corporation Multi-Loaded Multi-Span Beam 15 Industrial Park Rd of [2009 International Residential Code(2015 NDS)] g,:::: Mifflinburg, PA 17844 1.5 IN x 9.25 IN x 2 88 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1 6 8/27/2019 3 31:53 PM Section Adequate By 29.9% Controlling Factor.Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN L/4077 Dead Load 0 00 in Total Load 0 01 IN U2788 Live Load Deflection Criteria. U360 Total Load Deflection Criteria L/240 REACTIONS A B 1 Live Load 870 Ib 950 Ib Dead Load 426 Ib 448 Ib Total Load 1296 Ib 1398 Ib Bearing Length 2.03 in 2.19 in BEAM DATA Center Span Length 288 ft Unbraced Length-Top 0 ft 2.88 ft Unbraced Length-Bottom 2.88 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Spruce-Pine-Fir Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 3 plf Bending Stress- Fb= 875 psi Fb'= 963 psi Total Uniform Load 3 plf Cd=1.00 CF=1.10 POINT LOADS-CENTER SPAN Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number One Cd=1.00 Live Load 611 Ib Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 232 Ib Comp.-L to Grain: Fc--t-= 425 psi Fc--L= 425 psi Location 1 21 ft Controlling Moment: 1240 ft-Ib *Load obtained from Load Tracker.See Summary Report for details. 1.21 Ft from left support of span 2(Center Span) TRAPEZOIDAL LOADS-CENTER SPAN Created by combining all dead loads and live loads on span(s)2 Load Number One Two Controlling Shear: 961 Ib Left Live Load 273 plf 526 plf At a distance d from left support of span 2(Center Span) Left Dead Load 171 plf 256 plf Created by combining all dead loads and live loads on span(s)2 Right Live Load 273 plf 526 plf Right Dead Load 171 plf 256 plf Comparisons with required sections: Read Provided Load Start 0 ft 121 ft Section Modulus 15.46 in3 21 39 in3 Load End 121 ft 2 88 ft Area(Shear): 10.68 int 13.88 int Load Length 1.21 ft 1 67 ft Moment of Inertia(deflection) 8 73 in4 98.93 in4 Moment: 1240 ft-Ib 1716 ft-Ib Shear. 961 Ib 1249 lb NOTES Verified by 10/16/2019 r{ Derived from NYDOS approved building system _ page Project.2494019C ?> - Curt Zimmerman / Location HDR5(W TRUSS CCB80920,PT-GIRDER) g Ritz Craft Corporation Multi-Loaded Multi-Span Beam ' , A"� 15 Industrial Park Rd of [2009 International Residential Code(2015 NDS)] %; Mifflmburg,PA 17844 1.5 IN x 9 25 IN x 6.83 FT 2 0 E-LVL-Murphy StruCalc Version 10.0 1 6 8/27/2019 3 31.53 PM Section Adequate By 28 5% Controlling Factor Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.13 IN L/643 Dead Load 0 05 in Total Load 0 18 IN L/451 Live Load Deflection Criteria U360 Total Load Deflection Criteria U240 REACTIONS A B Live Load 1792 Ib 1792 Ib 2 Dead Load 736 Ib 736 Ib Total Load 2528 Ib 2528 Ib Bearing Length 2.25 in 2.25 in BEAM DATA Center Span Length 6.83 ft Unbraced Length-Top 0 ft 6.83 ft B Unbraced Length-Bottom 683 ft Live Load Duration Factor 1 00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 pif 2.0 E-LVL-Murphy Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 3 pif Bending Stress Fb= 3100 psi Fb'= 3249 psi Total Uniform Load 3 plf Cd=1 00 CF=9.05 POINT LOADS-CENTER SPAN Shear Stress. Fv= 290 psi Fv'= 290 psi Load Number One Two Cd=1.00 Live Load 566 Ib 566 Ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 286 Ib 286 Ib Comp 1 to Grain Fc- L= 750 psi Fc 1'= 750 psi Location 1.8 ft 5 03 ft Controlling Moment: 4104 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN 3 41 Ft from left support of span 2(Center Span) Load Number One Two Three Created by combining all dead loads and live loads on span(s)2 Left Live Load 436 plf 273 pif 436 plf Controlling Shear: -2088 Ib Left Dead Load 146 plf 109 plf 146 plf At a distance d from right support of span 2(Center Span) Right Live Load 436 plf 273 plf 436 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 146 plf 109 plf 146 plf Load Start O ft 1 8 ft 5 03 ft Comparisons with required sections: Read Provided Load End 1.8 ft 5.03 ft 683 ft Section Modulus 15.16 in3 21 39 in3 Load Length 1.8 ft 323 ft 1.8 ft Area(Shear). 10.8 in2 13 88 int Moment of Inertia(deflection) 55 37 m4 98 93 in4 Moment: 4104 ft-Ib 5791 ft-Ib Shear. -2088 lb 2683 lb NOTES .) r Verified by '{' 10/16/2019ON INC :`. . Derived from NYDOS approved building system Project'2494019C page Curt Zimmerman / Location.THB2(W:C&C LOAD) p Ritz Craft Corporation . Multi-Loaded Multi-Span Beamh 15 Industrial Park Rd of [2009 International Residential Code(2015 NDS)] Mifflinburg,PA 17844 (2)1.5 IN x 5.5 IN x 4.54 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0 1 6 8/27/2019 3.31:54 PM Section Adequate By:102.8% Controlling Factor Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN U761 Dead Load 0.00 in Total Load 0 07 IN L/756 Live Load Deflection Criteria:U180 Total Load Deflection Criteria U120 REACTIONS A_ B Live Load 990 Ib 990 Ib Dead Load 7 Ib 7 Ib Total Load 997 Ib 997 Ib Bearing Length 0.78 in 0.78 in BEAM DATA Center Span Length 4.54 ft Unbraced Length-Top 0 ft 4.64 ft Unbraced Length-Bottom 4.54 ft Live Load Duration Factor 1.60 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 436 plf #2-Spruce-Pine-Fir Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 3 plf Bending Stress Fb= 875 psi Fb'= 1820 psi Total Uniform Load 439 plf Cd=1.60 CF=1.30 Shear Stress Fv= 135 psi Fv'= 216 psi Cd=1.60 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp -L to Grain: Fc-1= 425 psi Fc--L'= 425 psi Controlling Moment: 1131 ft-Ib 2.27 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 797 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reg'd Provided Section Modulus: 7.46 in3 15 13 in3 Area(Shear): 5.54 in2 16.5 in2 Moment of Inertia(deflection) 9.83 in4 41.59 in4 Moment: 1131 ft-Ib 2294 ft-Ib Shear. 797 lb 2376 lb NOTES it • ; =%':; Verified by 0or10/16/2019 => ; Derived from NYDOS approved building system page Protect 2494019C -• — Curt Zimmerman / Location THB1 (W:C&C LOAD) i Ritz Craft Corporation Multi-Loaded Multi-Span Beam 15 Industrial Park Rd of [2009 International Residential Code(2015 NDS)] ,:;': Mifflinburg, PA 17844 (3)30 IN x 5 5 IN x 12 67 FT 2 0 E-LVL-Murphy StruCalc Version 10.0.1 6 8/27/2019 3 31 54 PM Section Adequate By 9.6% Controlling Factor Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 077 IN U197 Dead Load 0 03 in Total Load 080 IN U190 Live Load Deflection Criteria.U180 Total Load Deflection Criteria L/120 REACTIONS A B Live Load 2167 Ib 2084 Ib Dead Load 76 Ib 76 Ib Total Load 2243 Ib 2160 Ib Bearing Length 033 in 0 32 in -- . " BEAM DATA Center Span Length 1267 ft Unbraced Length-Top 0 ft 12.67 ft Unbraced Length-Bottom 1267 ft Live Load Duration Factor 1.60 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 2.0 E-LVL-Murphy Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 12 plf Bending Stress Fb= 3100 psi Fb'= 5708 psi Total Uniform Load 12 plf Cd=1.60 CF=1 15 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress Fv= 290 psi Fv'= 464 psi Load Number One Two Cd=1.60 Left Live Load 363 plf 327 plf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Left Dead Load 0 plf 0 plf Comp -L to Grain. Fc- = 750 psi Fc-1'= 750 psi Right Live Load 363 plf 327 plf Controlling Moment: 6884 ft-Ib Right Dead Load 0 plf 0 plf 6 34 Ft from left support of span 2(Center Span) Load Start 0 ft 3 ft Load End 3 ft 1267 ft Created by combining all dead loads and live loads on span(s)2 Load Length 3 ft 9 67 ft Controlling Shear: 2100 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reg'd Provided Section Modulus 14 47 in3 45 38 rn3 Area(Shear). 6.79 in2 49.5 m2 Moment of Inertia(deflection). 113 81 in4 124 78 rn4 Moment: 6884 ft-Ib 21582 ft-Ib Shear. 2100 lb 15312 Ib NOTES Verified by 10/16/2019 INC Derived from NYDOS approved building system 2494019 Thrust Beam Connections C. Zimmerman SDS25600:=240.1.00.1,6 SDS25600TS:=395.0.67.1.6 THB1:=2243 Ib verified by THB2:=997 lb 10/16/2019 IN THB2 CONNECTIONS INCS Derived from NYDO approved building system THB2 =2.596 SDS25600 THB2- =2.355 - SDS25600TS FLATS TO CEILING BANDS W/ (3) SDS25600 SCREWS EACH END TOESCREW FLOOR BANDS TO FLATS W/ (3) SDS25600 SCREWS EACH END TiHBi CONNECTIONS (THB1 2 ) =2.921 SDS25600 ((THBR 2 =2.649 SDS25600TS BOTTOM PLATE TO FLOOR BANDS W/ (3) SDS25600 SCREWS EACH END TOP PLATE TO CEILING BANDS W/ (3) SDS25600 SCREWS EACH END FLATS TO CEILING BANDS W/ (3) SDS25600 SCREWS EACH END TOESCREW FLOOR BANDS TO FLATS W/ (3) SDS25600 SCREWS EACH END Created with PTC Mathcad Express. See www.mathcad.com for more information. 2494019 APA TT-102B Calc C. Zimmerman Verified by L:=12.08 10/16/2019 TN0.131:=79.0.83.1.6 TNSDS25600:=240.0.83.1.6 IN MINC- Derived from NYDOS HGA10:=840 approved building system 1VIAXL:=2688 SP:=3 W:=230 Z':=79.1.6 CEILING BAND TO WALL TOP PLATE CONNECTION: IVIAXL _25.621 TN0.131 26 0.131x3" TOENAILS REQUIRED LEFT END FROM CEILING,BAND TO WALL TOP PLATE MAXL =0.977 6•TNSDS25600+1•HGA10 6 SDS25600 TOESCREWS AND 1 HGA10 CLIP REQUIRED RIGHT END FROM CEILING BAND TO WALL TOP PLATE CEILING BAND AND WALL TOP PLATE SPLICE CONNECTION (IF REQUIRED): N=(W*L)/Z' N:=; I•L N=21.981 CEILING BAND SPLICE CONNECTION REQUIRES BLOCKING MINIMNUM OF 4' EACH DIRECTION OF SPLICE CONNECTED WITH (22) 0.131x3" NAILS EACH SIDE WALL TOP PLATE SPLICE CONNECTION REQUIRES A MINIMUM OVERLAP OF 4' FROM SPLICE EACH DIRECTION WITH (22) 0.131x3" NAILS EACH SIDE s,. .t.Y Created with PTC Mathcad Express. See www.mathcad.com for more information. Project 2494019C Curt Zimmerman g Ritz Craft Corporation 15 Industrial Park Rd of Mifflinburg,PA 17844 StruCalc Version 10 0 1 6 8/23/2019 12:44:02 PM Location:DORMER HEADER PAR Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)] 15 IN x 5 5 IN x 2 98 FT 92-Spruce-Pine-Fir-Dry Use Section Adequate By. 130.2% Controlling Factor-Moment Location:DORMER HEADER PERP Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)] _ :• <;.•.,_ 1.5 IN x 5 5 IN x 2 98 FT #2-Spruce-Pine-Fir-Dry Use _ rl{R Section Adequate By: 130 2% 1. Controlling Factor-Moment 'A;. .. .•Yf;- ,.ti rte:,'... 55.•.�. r}• n Verified by 10/16/2019 1,NC Derived from NYDOS approved building system „ page Project 2494019C Curt Zimmerman / Location DORMER HEADER PAR xg Ritz Craft Corporation Multi-Loaded Multi-Span Beam '�aao ° *, 15 Industrial Park Rd of (2009 International Residential Code(2015 NDS)] '; Mifflinburg, PA 17844 15 IN x 5.5 IN x 2.98 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1 6 8/23/2019 12.44.02 PM Section Adequate By 130 2% Controlling Factor.Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0 01 IN 02808 Dead Load 0 00 in Total Load 0 02 IN L/2092 Live Load Deflection Criteria U240 Total Load Deflection Criteria L/180 REACTIONS A B Live Load 311 Ib 311 Ib Dead Load 107 Ib 107 Ib Total Load 418 Ib 418 Ib Bearing Length 0.66 in 0.66 in BEAM DATA Center Span Length 2.98 ft Unbraced Length-Top 0 ft 2.98 ft Unbraced Length-Bottom 2.98 ft Live Load Duration Factor 1.00 Notch Depth 000 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 209 plf #2-Spruce-Pine-Fir Uniform Dead Load 70 pif Base Values Adiusted Beam Self Weight 2 plf Bending Stress Fb= 875 psi Fb'= 1138 psi Total Uniform Load 281 plf Cd=1.00 CF=1.30 Shear Stress. Fv= 135 psi Fv'= 135 psi Cd=1 00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp -L to Grain Fc-L= 425 psi Fc--L'= 425 psi Controlling Moment: 311 ft-Ib 1 49 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2931b, At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reg'd Provided Section Modulus 3 28 in3 7 56 in3 Area(Shear). 3.25 in2 8.25 int Moment of Inertia(deflection) 1.79 in4 20.8 in4 Moment: 311 ft-Ib 717 ft-Ib Shear. -293 lb 7431b NOTES Verified by 10/1612019ON ANG Derived from NYDOS approved building system Project.2494019C page .Curt Zimmerman Location DORMER HEADER PERP Ritz Craft Corporation an Beam / Multi-Loaded Multi-Span j P 15 Industrial Park Rd oP [2009 International Residential Code(2015 NDS)] `�;: Mifflinburg,PA 17844 1.5 IN x 5.5 IN x 2 98 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10 0.1 6 8/23/2019 12.44 02 PM Section Adequate By: 130.2% Controlling Factor Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0 01 IN L/2808 Dead Load 0.00 in Total Load 0 02 IN U2092 Live Load Deflection Criteria:U240 Total Load Deflection Criteria U180 REACTIONS A B Live Load 311 Ib 311 Ib Dead Load 107 Ib 107 Ib Total Load 418 Ib 418 Ib Bearing Length 0.66 in 0.66 in 1;111 xxxxxxxxxxxxx: BEAM DATA Center Span Length 2.98 ft Unbraced Length-Top 0 ft s.sstc B Unbraced Length-Bottom 2.98 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 209 plf #2-Spruce-Pine-Fir Uniform Dead Load 70 plf Base Values Adiusted Beam Self Weight 2 plf Bending Stress. Fb= 875 psi Fb'= 1138 psi Total Uniform Load 281 plf Cd=1.00 CF=1.30 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp.-L to Grain. Fc- = 425 psi Fc--L = 425 psi Controlling Moment: 311 ft-Ib 149 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -293 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Rep'd Provided Section Modulus. 3.28 in3 7.56 in3 Area(Shear). 3.25 in2 8.25 int Moment of Inertia(deflection) 179 in4 20.8 in4 Moment: 311 ft-Ib 717 ft-Ib Shear- -293 Ib 743 lb NOTES ;f. Verified by ..•• •.• `T; .t 10/16/2019 INC it : :#w`•; Derived from NYDOS ""' approved building system 2494019 Dormer Header Connections t=' C. Zimmerman CollartieT:=320 CollartieS:=257 DormerheaderPar:=418 DormerheaderPerp:=418 verified by Nai140D:=120 0.67.1.15 ToeNail:=79.0.83.1.15 10/16/2019 MPA1:=565 INAINC, LSTA12:=795 Derived from NYDOS approved building system MP34:=375 MP4F:=560 Dormer Header Par Connection: DormerheaderPar _0.904 . <10K (5) Nail40D+(0) MP4F (5) 40D NAILS + (0) MPF4 CLIPS REQUIRED FOR DORMER HEADER PARALLEL TO DORMER GIRDER TRUSS CONNECTION EACH END. Dormer Header Perp Connection: DormerheaderPerp 7-0.904 <1 OK (5) Nail40D+(0) A/IP34 (5) 40D NAILS + (0) MP34 CLIPS REQUIRED FOR DORMER HEADER PERPENDICULAR TO DORMER GIRDER TRUSS CONNECTION EACH END. Collar Tie To Dormer Header Tension Connection: CollartieT^0.403 <1 OK LSTA12 (1) LSTA12 STRAP REQUIRED FROM COLLAR TIE TO DORMER HEADER. Collar Tie To Dormer Header Shear Connection: CollartieS .0.455 <1 OK (1)•MPA 1+(0) ToeNail (1) MPA1 CLIP + (0) 0.131"x3" TOENAILS REQUIRED FROM COLLAR TIE TO DORMER HEADER. Created with PTC Mathcad Express. See www.mathcad.com for more information. Verified by ON10/16/2019 PNC Dormer Header Load Breakdown Derived From NYDOS approved building system = Designed By: C. Zimmerman Cut Truss: CCB80921 ; Enter all loads as shown exactly on the truss print _ G,rrx-vity:m 257 IV T'►'wsOCx=16 in TC 9 o Uolif t=,-223 Wf . itch+=12 TCDL:=10 Psf .- Hl z: —269 Zbf BOLL:=40 vsf i l' • :7•; .,.{Y4- 0:=atan(Pitch =45 deg BCDL-=10 . sf 12 Gravitypar:=Gravity•sin(0)=181.726 lbf (TOLL+BOLL) Gravityperp:=Gravity•cos(0)=181.726 lbf LL:= —0.749 (TOLL+TCDL+BOLL+BCDL) UPlif tpar:=Uplift•sin(0)=–161.927 lbf (TCDL+BCDL) UPliftperp:=Uplift•cos(0)=–161.927 lbf DL:= =0.251 (TOLL+TCDL+BOLL+BCDL) Horzpar:=abs(Hort)•cos(0)=190.212 l bf Horzprp:=abs(Horz)•sin(0)=190.212 lbf ParLoad:=max(IGravitypar+Horzparl , IUpliftpa,,+Horzparl , IGravityparl ,IUpliftparl , IHorzparl)=371.938 lbf HarLoad•LL 16,f Parload-M I PavLoadLL:m .. ........1.111.....,.�.20q Paa�"adDL: ..... s . . =70 . .. T ssOC ft ft PerpLoad:=max(lGravityperp+Horzperpl , I UPliftperp+Horzperpl : lGravityperpl , I UPliftperpl I lHorzperpl)=371.938 lbf ,i^''erPLoad•LL a f 'er Loci d•D # ` PerpLoadLL,� �- X209 ' � Per�p,�r�a DL � � ='ill ���... �'rus,5GC Page 1 of 1 K:\2019\2494019\Dormer Calcs\2494019 Dormer Header Load Br( Created with PTC Mathcad Express. See www.mathcad.com for more information. Job Truss Truss Type Qty Ply Ritz-Craft 212 98038 CCB80921 KINGPOST 1 1 Universal Forest Products Inc,Grand Rapids,MI 49525,Mike Patten 8 220 a Aug 13 2018 MiTek Industries,Inc Thu Aug 15 15 53 412019 CopIyright(D2019 Universal Forest Products, Inc.All Rights Reserved 5-8-5 6-8-12 6-9-12 0 3H0 1S-/3 p Cut truss for dormer opening 4 S��'3 5 Standard truss CCB80920 6 W Girdertruss CCB80922 421112 w 2-11-10 1 2x4 7 I 0 3 11-3-0 7-9-12 1200 12 tia SMH18K Collar Detail 15 T2 14 8 2x4 // 6.5" A SMH18D /3 Oh 9 10 r ^;h`.L 12 co T5 � x o d�c B1 B2 o x 13 12 11 3x4= 4x6 5-6-13 0.3-0 6-7-4 6-9-12 19-2-13 Plate Offsets X 1 0-3-4 Ede 8 0-1-4,0-1-01, 9 0-1-4,0-0-01, 10 0-1-0,0-1-15 14 0-1-10,0-1-121 LOADING(psf) SPACING- 1-4-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 19 8" Plate Grip DOL 1 15 TC 048 Vert(LL) 054 11 >292 240 MT20 197/144 (Ground Snow=200) Lumber DOL 115 BC 089 Vert(CT) -058 11 >271 180 MT18HS 197/144 TCDL 100 Rep Stress[nor YES WB 055 Horz(CT) 0 69 10 n/a n/a BCLL 00 " Code IBC2015[TP12014 Matrix-R Weight 69 Ib FT=0% BCDL 100 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins 1P1 T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly appltelferlfled b BOT CHORD 2x6 SPF No 2"Except* JOINTS 1 Brace at Jt(s) 14 y B2 2x8 SPF No 2 WEBS 2x6 SPF No 2*Except* W2 2x4 SPF Stud,W3 2x3 SPF Stud 10/16/2019 REACTIONS (Ib/size) 1=257/0-7-0 (min 0-4-11),10=399/0-3-8 (min 0-1-8),13=41/Mechanical,12=262/Mechanical � Max Horz 1=-269(LC 7) Max Upliftl=-229(LC 8),10=-323(LC 8),13=-6(LC 9),12=-124(LC 8) Derived from NYDOS Max Gravl=257(LC 1),10=399(LC 1),13=65(LC 5),12=262(LC 1) approved building system FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-224/320,2-15=-98/288,3-15=-88/290,3-4=-113/54,4-5=-239/259,5-6=-239/236,6-7=-279/246,7-8=-71264,8-9=-0/123,9-10=-101/159 BOT CHORD 1-13=0/0,11-12=0/0,10-11=0/0 WEBS 3-14=-53/456,7-14=-123/403,5-14=-371/374,8-11=-327/413 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/Maximum Tension(Ib)/Maximum Shear(Ib)/Maximum Moment(Ib-in) 2=216/320/222/0,3=53/456/223/0,4=232/259/261/0,5=4041393/37/0,6=242/252/241/0,7=123/403/130/0,11=327/413/0/0 NOTES- 1)Wind ASCE 7-10,Vult=152mph(3-second gust)Vasd=120mph,TCDL=6 Opsf,BCDL=6 Opsf,h=30ft,Cat Il,Exp D,Enclosed,MWFRS(envelope)gable end zone and C-C Exterior(2)zone,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate grip DOL=1 60 2)'-TCLL ASCE 7-10,Pg=20 0 psf(ground snow),Ps=varies(min roof snow=19 8 psf)see load cases,Category II,Exp D,Partially Exp,Ct=1 10,IBC 1607 11 2 minimum roof live load applied where required 3)Roof design snow load has been reduced to account for slope 4)Unbalanced snow loads have been considered for this design 5)All plates are MT20 plates unless otherwise indicated 6)See HINGE PLATE DETAILS for plate placement 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation , , ,. 8)All ces as 9)Thistu ss has beeonal n designedtions for a 0 shall0 psfprovided by others bottom hod live load nronconcurrdenttwith any other live bads ��� ,'1�'S W 10)'This truss has been designed fora live load of 20 Opsf on the bottom chord mail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bo .dx chord and any other members fid s ;S'W 1:t:E1 11)Bearing atloint(s)1 considers parallel to grain value using ANSVTPI 1 angle to grain formula Building designer should verify capacity of bearing surface q ry �flr� � ,. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 229 Ib uplrft atloint 1,323 Ib uplift atloint 10,6 Ib upli t attoir FES b and 124 lb uplift at joint 12 ,c 13)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 �* K EVEN S`�.�,R Far x�A f1 14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0 500m 15)This truss is designed in accordance with the 2012 IBC Sec 2306 1 and referenced standard ANSVTPI 1 16)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service 17)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary support: ' All field-installed members must be properly fastened prior to applying any loading to the truss This design anticipates the final set posdion 014 The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code The engineering seal is not an approval to use m a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest wdh the building official or designated appointee 8r+F81t�94 9 ® WARNING - Verify design parameters and READ NOTES Universal Forest Products,Inc 2801 EAST BELTLINE RD,NE PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer { f%•; This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible ; for lifting methods and system design Builder responsibilities are defiinedunder TPI t This design is based only upon parameters shown,and is for }'f'• an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building f+;:•';% .. designer-not truss designer Bracing shown is for lateral support of individual web membersonly Additional temporary bracing to insure stability during construction - istheres responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding P tY P 9 P H 9 9 9 9 9 9 fabrication,quality control,storage,delivery,erection and bracing,consult BCS]1-06 from the Wood Truss Council of Amenca and Truss Plate Institute Recommendation available " from WTCA,6300 Enterprise LN,Madison,WI 53719 J\support\MitekSupp\templates\ufp tpe v',;"-:C rt,, Job Truss MFG Customer 98038 CCB80921 212 RITZ-CRAFT The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee Orl;T1,20, "VIAp, KPViN W % i FRPFMAN i -A 4k,Z- IT 51 z %P 'rz- 7W:-,,- ') ., _V 14 O� OF 041,i� �A Y* A�% Z 0 I"A ---Kt V1 N ro SEAL FREEMAN E-65329 Ab 4A,t, ;S V" 0 01" fir., -0 ....... ------------- --------- ---------------------------------------- KEM W. FREEMAN Ta— U P 7445 oacvb, ..... ...... b, �7,t X X, 'ONX. ' - 1Z W 4y 06 0 .**. 0�., x kA P TF-9 4i"U4111 % OF V� z i, z-4-- § l!" E .*,say 4,�, k Verified by 10/16/2019 4fi j: Derived from NYDOS 0 approved building system N S' v,M0,01 N44ftONAL V Corporate Engineering 2801 East Belthne,NE Grand Rapids,M1 49525-9736 (616) 364-6161 Fax (616) 365-0060 i4ki nniii Job Truss Truss Type Qty Ply Ritz-Craft 212 98038 �CCB80922 HINGEDATTIC 12 Universal Forest PAducts Inc,Grand Rapids,MI 49525,Mike Patten 8 220 a Aug 13 2018 MiTek Industries,Inc Thu Aug 15 16 27 34 2019 Page 1 of 2 Copyright V2019 Universal Forest Products, Inc.All Rights Reserved f-1-i-s 4-5-11 -r 7-11-0 6-8-12 Fr9-12 15. S 7g 3-0 S�3 0.$-0 W Girder truss for 4-0-0(max) �{ rough dormer opening 10 7 W 8 9 10 77,.10 4 21 122-1i 1.10 2x4 Standard truss CCB80920 6 SMH18K �� Cut truss CCB809217-9-12 See 27T 20 ss7 11 ( ) �2'1 Collar Detail each face Q' Note 2x4 // o SM 18D 15 00 12 13 7 co� 12 00 F12 4 2x 12 26 19 15 14 4x6 o h 5 5x7�i yr 33 3 0.3-0 13-5-0 Verified by 24 00or 23 o 0 ON 1410/16/2019 22 21 INC, 2 5 7-8-0 40 psf BCLL) I 2 2 Derived from NYDOS _? 1 approved building system 0 18 17 16 5x6 11 2x5 11 2 5x4 I I O-L5 4-5-11 7-8-0 6-11-12 6-512 i 27-1-0 Plate Offsets(X.Y)- 1 0-2-12,0-0-111, 3 0-2-8,0-2-41.[4 0-0-10 0-1-8 11 0-1-4,0-1-01,[120-1-4,0-0-01,[17 0-3-0,0-1-41,[18 0-3-8,0-1-01, 200-1-10 0-1-12 LOADING(psf) SPACING- 1-4-0 CSI DEFL, in (loc) Udefl L/d PLATES GRIP TCLL 19 8 Plate Grip DOL 1 15 TC 029 Vert(LL) 028 14 >557 240 MT20 197/144 (Ground Snow=20 0) Lumber DOL 1 15 BC 053 Vert(CT) -0 31 14 >506 180 MT18HS 197/144 TCDL 100 Rep Stress Incr NO WB 066 Horz(CT) -0 57 15 n/a n/a BCLL 00 ' Code IBC20151TP12014 Matrix-R Weight 313 to FT=0% BCDL 100 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2"Except" TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins IP] T1 2x6 SPF 1650F 1 5E,T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing BOT CHORD 2x8 SPF No 2*Except* JOINTS 1 Brace at Jt(s) 20 B1 2x10 SP DSS WEBS 2x4 SPF Stud*Except* W4,W5 2x6 SPF No 2,W3 2x6 SPF Stud,W7 2x3 SPF Stud REACTIONS (Ib/size) 1=852/0-3-8 (min 0-1-8),15=276/Mechanical,13=395/0.3-8 (min 0.1-8),16=437/0-3-8 (min 0.1-8),19=263/Mechanical Max Horz 1=-582(LC 6) Max Uplift1=-851(LC 6),15=-132(LC 7),13=-321(LC 7),16=-376(LC 8),19=-221(LC 8) Max Grav 1=852(LC 1),15=279(LC 15),13=400(LC 15),16=592(LC 2),19=263(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-21=-518/873,2-21=-572/786,2-22=-175/947,22-23=-214/877,23-24=-264/806,3-24=-306!728,3-25=403/797,25-26=-284/718,4-26=-200/652,4-5=-171/265,5-27=-91/274,6-27=-80/28 ,6-7=-115/65,7-8=-231/251,8-9=-239/232,9-10=-271/238,10-11=-80/229,11-12=-0/112,12-13=-87/139 BOT CHORD 14-15=0/0,13-14=0/0,1-18=-9/4,17-18=-3/2,16-17=0/0 WEBS 3-17=-818/931,4-19=010,2-18=-198/534,6-20=-51/456.10-20=-107/402,8-20=-374/273,11-14=-365/344 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/Maximum Tension(lb)/Maximum Shear(Ib)/Maximum Moment(Ib-in) 5=154/2661215/0,6=51/456/223/0,7=225/252/248/0,8=398/273/36/0,9=240/245/228/0,10=107/402/130/0,14=365/34410/0 NOTES- 1)2-ply truss to be connected together with 10d(0 131"x3')nails as follows Top chords connected as follows 2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc Bottom chords connected as follows 2x8-2 rows staggered at 0-50 oc,2x10-2 rows staggered at 0.9-0 oc Webs connected as follows 2x6-2 rows staggered at 0.9-0 oc,2x4-1 row at 0-9-0 oc,2x3-1 row at 0-9-0 oc 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face In the LOAD CASE(S)section Ply to ply connections have �,pr4•d4ntr, been provided to distribute only loads noted as(F)or(B),unless otherwise indicated 3)Wind ASCE 7-10,Vult=152mph(3-second gust)Vasd=120mpIn.TCDL=6 Opsf,BCDL=6 Opsf,h=3 Oft,Cat II,Exp D,Enclosed,MWFRS(envelope)gable end zone,Lumber DOL=1 60 plate grip DOL=1 60 ' 4)"TOLL ASCE 7-10,Pg=20 0 psf(ground snow),Ps=varies(min roof snow=l9 8 psf)see load cases,Category II,Exp D,Partially Exp,Ct=1 10,IBC .&� ,:t.F'.fU .) 1607 112 minimum roof live load applied where required ��@ ? �i ; lflEtdtL +d 5)Roof design snow load has been reduced to account for slope ' 6)Unbalanced snow loads have been considered for this design 7)All plates are MT20 plates unless otherwise indicated y {KEVIN'W'kE-..';,„F3 ,0 AN 8)See HINGE PLATE DETAILS for plate placement ''�,-^�r-• _ '^^^�•.,.- •yi•• 9)Provisions must be made to prevent lateral movement of hinged member(s)during transportation 10)All additional member connections shall be provided by others for forces as indicated 11)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent witAh any other live loads SZ�� �`�P• b 12)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bo chord and any other members The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee ® WARNI NG - Verify design parameters and READ NOTES Universal Forest Products,Inc 2801 EAST BELTLINE RD,NEE f h=r^v•.; Truss shall not be cut or modified without approval of the truss design engineer PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 r> This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder Is responsible 'r>11 for lifting methods and system design Builder responsibilities are defined under TP11 This design Is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building •• designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction i' is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council ofAmenca and Truss Plate Institute Recommendation available '- from WTCA,6300 Enterprise LN,Madison,WI 53719 J\supportWtitekSupp\templates\ufp tpe Job Truss Truss Type Qty Ply Ritz-Craft 212 98038 CCB80922 HINGEDATTIC 1 2 Universal Forest P ducts Inc,Grand Rapids,MI 49525,Mike Patten 8 220 a Aug 13 2018 MiTek Industries,Inc Thu Aug 15 16 27 34 2019 Page 2 of 2 Copyright�2019 Universal Forest Products, Inc.All Rights Reserved 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 851 Ib uplift atjoint 1,132 Ib uplift atjoint 15,321 Ib uplift at joint 13,376 Ib uplift atjoint 16 and 221 Ib uplift atjoint 19 14)Fixity of members 7-8,4-19 have been changed 15)NA 16)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 17)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)257 Ib down and 238 Ib up and 269 Ib right at 8-4-0,101 Ib down and 112 Ib up at 0-8-0,100 Ib down and 112 Ib up at 2-0-0,100 Ib down and 112 Ib up at 3-4-0,100 Ib down and 112 Ib up at 4-8-0,and 100 Ib down and 112 Ib up at 6-0-0,and 100 Ib down and 112 Ib up at 7-4-0 on top chord The design/selection of such connection device(s)is the responsibility of others 18)Attic room checked for U360 deflection 19)This truss is designed in accordance with the 2012 IBC Sec 2306 1 and referenced standard ANSI/TPI 1 20)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service 21)The field-installed members are an Integral part of the truss design Retain a design professional to specify final field connections and temporary supports All field-installed members must be properly fastened prior to applying any loading to the truss This design anticipates the final set position Verified by 10/16/2019 ON Derived from NYDOS approved building system The professional engineering seal Indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code The engineering seal Is not an approval to use In a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee ® WARNING - Verify design parameters and READ NOTES Universal Forest Products,Inc 2801 EAST RAPIDS, M RD,NE PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 ;.3%•;:v; Truss shall not be cut ormodified without approval ofthe truss design engineer This component has only been designed for the loads noted on this drawing Construction and Ilf ing forces have not been considered The builder is responsible for lifting methods and system design Builder responsibilities are defined underTPl1 This design Is based only upon parameters shown,and is for an individual buildingcomponent to be Installed and loaded vertical) Applicability of design ammeters andproper inco oration of component is responsibility of building P Y PP ty 9 P incorporation P sP b 9 designer-not truss designer Bracing shown Is for lateral support of individual web members only Additional temporary bracing to Insure stability during construction is the responsibility of the erector Additional permanent bracing ofthe overall structure is the responsibility of the building designer Forgeneml guidance regarding fabrication,qualitycontrol,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of Amenca and Truss Plate Institute Recommendation available " from WTCA,6300 Enterprise LN,Madison,WI 53719 J\support\MltekSupp\templates\ufp tpe Job Truss MFG Customer 98038 CCB80922 212 RITZ-CRAFT The professional engineering seal indicates that licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 0 to, U An, 71.*. IN,�j 11.I i I I f,-r -0. 01 tv < 4y 7 Mw ':�6 ^ff' A I-/- % Kr- ,)/iN�k� S; 14Z ' jt 1z: 1z :K' V, wl g 0 F %A C .'­" Oe Y "i'S W cb IN A �4 J, :--KtV1N SEA FREEMAN k W E-65329 g'A: -i r'�Yn �n NAII ---------- A -p" ...... KEWN W, FREEMAN 1C < <F 'Fz- fir" N 7 445 LW (P'4 4" Ox I 'ONA ;1; 0 T g'. Verified by "410/16/2019 , INC, Derived from P4YDOS tt '7;0* TE approved building system Corporate Engineering 2801 East Beltline,NE Grand Rapids, M1 49525-9736 (616) 364-6161 Fax (616) 365-0060 ­r"; — Headers- (1)2x10 SPF#2-CD=1.00- Delta LL=L/360 SECTION 6-1 SHEET 6.0.48 CALCULATED BY DB DATE 4/16/2015 REVISED Header Type (1) 2x10 SPF No.1/No.2 per box deltaLL = L/360 CD = 1.00 deltaTL = L/240 Shear Length, Moment Deflection Live Deflection Total Max Max /o Load (plf) L„(In) Length, LM (in) Load (80 TL/) Load Length, Allowable Allowable Length, LdeltaLL (In) LdeltaTL (In) Length (in) ' Length (ft) 100 318.2 140.6 164.3 174.6 140.6 11.7 150 218.3 114.8 143.5 152.5 114.8 9.6 200 168.4 99.4 130.4 138.5 99.4 8.3 250 1384 88.9 121.0 128.6 88.9 7.4 300 118.4 81.2 113.9 121.0 81.2 6.8 350 104.1 75.1 108.2 1150 75.1 6.3 400 93.4 70.3 103.5 110.0 70.3 5.9 450 85.1 66.3 99.5 105.7 66.3 5.5 500 78.4 62.9 96.1 1021 62.9 5.2 550 73.0 59.9 93.1 98.9 59.9 5.0 600 68.5 574 90.4 96.1 57.4 4.8 650 64.6 55.1 88.0 93.5 55.1 4.6 700 613 53.1 85.9 91.2 53.1 4.4 750 58.5 51.3 83.9 89.2 51.3 4.3 800 56.0' 49.7 82.1 87.3 49.7 4.1 850 53.8 48.2 80.5 85.5 48.2 4.0 900 51.8 46.9 79.0 83.9 46.9 3.9 950 50.0 45.6 77.6 82.4 45.6 3.8 ----- . ....... ...... - . 1000 48.5 44.5 76.2 81.0 r ----- - 1050 47.0 43.4 75.0 79.7 43.4 3.6 1100 45.7 42.4 73.9 78.5 42.4 3.5 1150 44.6 41.5 72.8 77.3 41.5 3.5 1200 43.5 40.6 71.7 76.2 40.6 3.4 1250 42.5 39.8 70.8 75.2 39.8 3.3 1300 41.6 39.0 69.9 74.2 39.0 3.2 1350 407 38.3 69.0 73.3 38.3 3.2 1400 39.9 37.6 68.2 72.4 37.6 3.1 1450 39.2 369 67.4 71.6 36.9 3.1 1500 1 38.5 36.3 66.6 70.8 36.3 3.0 Notes: 1• Headers are designed for a maximum live load deflection of L/360 and total load deflection of L/240. See door/window manufacturer's specifications for additional requirements. Verified by 10/16/2019 ON Derived from NYDOS approved building system Headers- (1) 1.5"x9.25" LVL- CD=1.00- Delta LL=L/360 SECTION 6-1 SHEET 6.2.84 CALCULATED BY DB DATE 4/16/2015 REVISED Header Type: (1) 1.5" x 9.25" LVL per box deltaLL = L/360 DD = 1.00 deltaTL = L/240 Shear Length, Moment Deflection Live Deflection Total Max Max Load (plf) Lv(in) Length, LM (in) Load (80%TL) Load Length, Allowable Allowable Length, LdeltaLL (in) LdaltaTL (,in) Length (in) Length (ft) 100 651.2 241.9 185.0 196.6 185.0 15.4 150 440.3 197.5 161.6 171.7 161.6 13.5 200 3349 171.0 146.8 156.0 146.8 12.2 250 271.6 153.0 136.3 144.9 136.3 11.4 300 229.4 139.6 128.3 136.3 128.3 10.7 350 199.3 1293 121.8 129.5 121.8 10.2 400 176.7 120.9 '116.5 123.8 116.5 9.7 450 159.1 114.0 112.1 119.1 112.1 9.3 500 145.0 108.2 108.2 115.0 108.2 9.0 550 133.5 103.1 104.8 111.4 103.1 8.6 600 124.0 98.7 101.8 108.2 98.7 8.2 650 115.8 94.9 99.1 r 105.3 9 .9 700 108.9 91.4 96.7 102.8 91.4 7.6 750 102.9 88.3 94.5 100.4 88.3 7.4 800 97 6 85.5 92.5 98.3' 85.5 7.1 850 92.9 83.0 90.6 96.3 83.0 6.9 900 88.8 80.6 88.9 94.5 80.6 6.7 950 85.1 78.5 87.4 92.8 78.5 6.5 ( i .... :1 . .. .1. 81=8. ::.-: � 76.5-•---------I 85.9------ -- 91=2 ---76.5 -- : � 6.4 1050 788 74.6 84.5 89.8 74.6 6.2 1100 76.0 72.9 83.2 88.4, 72.9 6.1 1150 73.5 71.3 82.0 87.1 71.3 5.9 1200 712- 698 80.8 85.9' 69.8 5.8 1250 691 68.4 79.7 84.7 68.4 5.7 1300 67.2 67.1 78.7 83.6' 67.1 5.6 1350 65.4 65.8 77.7 82.6 65.4 5.4 1400 63.7 64.6 76.8 81.6', 63.7 5.3 1450 62.1 63.5 75.9 80.6,; 62.1 5.2 1500 60.7 1 62.5 75.0 79.7 60.7 5.1 Notes: 1 Headers are designed for a maximum live load deflection of L/360 and total load deflection of L/240. See door/window manufacturer's specifications for additional requirements. Verified by iNlm]10/16/2019 NC Derived from NYDOS approved building system Headers- (1)2x6 SPF#2-CD=1.15- Delta LL=L/240 SECTION 6-1 SHEET 6.3.6 CALCULATED BY DB DATE 4/16/2015 REVISED Pleader Type (1) 2x6 SPF No.1/No.2 per box deltaLL = L/240 CD = 1.15 deltaTL = L/180 Shear Length, Moment Deflection Live Deflection Total Max Max Load (plf) Lv (in) Length, LM (in) Load (80%TL) Load Length, Allowable Allowable Length, LdeltaLL (in) LdeltaTL (in) Length (in) Length (ft) 100 215.9 97.5 111.8 114.2 97.5 8.1 150 147.6 79.6 97.7 99.8 79.6 6.6 200 113.5 68.9 88.7 90.7 68.9 5.7 250 93.0 61.6 82.4 84.2 61.6 5.1 300 . .........79.3 1..........56.3 1.. 77.5 79.2 1.........1.... 56.3 .. ...1..........4:7 350 69.6 52.1 73.6 75.2 52.1 4.3 400 62.2 48.7 70.4 72.0 48.7 4.1 450 56.5 459 67.7 69.2 45.9 3.8 500 52.0 43.6 65.4 66.8 43.6 3.6 550 48.3 41.6 63.3 64.7 41.6 3.5 600 45.2 39.8 61.5 62.9 39.8 3.3 650 42.5 38.2 59.9 61.2 38.2 3.2 700 40.3 36.8 58.4 59.7 36.8 3.1 750 38.3 35.6 57.1 58.4 35.6 3.0 800 36.6 34.5 55.9 57.1 34.5 2.9 850 35.1 33.4 54.8 56.0 33.4 2.8 900 33.8 32.5 53.7 54.9 32.5 2.7 950 32.6 31.6 52.8 53.9 31.6 2.6 1000 31.5 30.8 51.9 53.0 30.8 2.6 1050 30.5 30.1 51.1 52.2 30.1 2.5 1100 29.6 29.4 50.3 51.4 29.4 2.4 1150 28.8 28.7 49.5 50.6 28,7 2.4 1200 28.1 28.1 48.8 49.9 28.1 2.3 1250 27.4 27.6 48.2 49.2 27.4 2.3 1300 26.8 27.0 47.5 48.6 26.8 2.2 1350 26.2 26.5 47.0 48.0 26.2 2.2 1400 25.6 26.0 46.4 47.4 25.6 2.1 1450 251 25.6 45.8 46.8 25.1 2.1 1500 24.7 25.2 45.3 46.3 24.7 ' 2.1 Notes: 1• Headers are designed for a maximum live load deflection of L/240 and total load deflection of L/180. See door/window manufacturer's specifications for additional requirements. Verified by INP10/16/2019 INC Derived from NYDOS approved building system Headers- (1) 2x8 SPF#2- CD=1.15- Delta LL=L/240 SECTION 6-1 SHEET 6.3.12 CALCULATED BY DB DATE 4/16/2015 REVISED Header Type (1) 2x8 SPF No.1/No.2 per box deltaLL = L/240 CD = 1.15 deltaTL = L/180 Moment Deflection Live Deflection Total Max Max Load (plf) Shear Length, Load (80%TL) Load Length, Allowable Allowable L (In) Length, LM (In) Lth Length, II g deltaLL (.n) L deltaTL (�n) Length (In) Length (ft) 100 284.6 123.4 147.4 150.6 123.4 10.3 150 194.6 100.8 128.7 131.5 100.8 8.4 200 149.6 87.3 117.0 119.5 87.3 7.3 250 122.6 78.1 108.6 111.0 78.1 6.5 300 ( 104.5 71.3 '102.2 I 104:4 71.3 5.9 350 91.7 1 660 97.1 99.2 66.0 5.5 400 82.0 617 92.8 94.9 61.7 5.1 450 74.5 58.2 893 91.2 58.2 4.8 500 68.5 55.2 86.2 88.1 55.2 4.6 550 63.6 526 83.5 85.3 52.6 4.4 600 59.5 50.4 81.1 82.9 50.4 �: 4.2: --- ...::::.L. . .:.:................... I ,. .. . L...: - :.:...... . I .....::::... == I I . ...-- 650 56.1 48.4 79.0 80 7 48.4 4.0 700 53.1 46.6 77.0 78.7 46.6 3.9 750 50.5 45.1 75.3 76.9 45.1 3.8 800 48.3 43.6 73.7 75.3 43.6 3.6 850 46.3 42.3 72.2 73.8 42.3 3.5 900 44.5 411 70.9 72.4 41.1 3.4 950 42.9 400 69.6 71.1 40.0 3.3 1000 41.5 39.0 68.4 69.9 39.0 3.3 1050 40.2 38 1 673 68.8 38.1 3.2 1100 39.1 372 663 67.7 37.2 3.1 1150 38.0 36.4 65.3 66.7 36.4 3.0 1200 37.0 356 64.4 658 35.6 3.0 1250 36.1 34.9 63.5 649 34.9 2.9 1300 35.3 34.2 62.7 64.0 34.2 2.9 1350 34.5 33.6 61.9 632 33.6 2.8 1400 33.8 33.0 61.1 62.5 33.0 2.7 1450 33.1 32.4 60.4 61.8 32.4 2.7 1500 32.5 319 59.8 61.1 31.9 2.7 Notes: 1• Headers are designed for a maximum live load deflection of L/240 and total load deflection of L/180. See door/window manufacturer's specifications for additional requirements. Verified by IN [A 10/16/2019 INC Derived from NYDOS approved building system Headers- (1) 1.5x7.25" LVL Headers CD=1.15- Delta LL=L/240 SECTION 6-1 SHEET 6.5.12 CALCULATED BY DB DATE 4/16/2015 REVISED Header Type: (1) 1.5"x 7.25" LVL per box deltaLL = L/240 CD = 1.15 deltaTL = L/180 Shear Length, Moment Deflection Live Deflection Total Max Max Load (plf) L" (in) Length, LM (in) Load (80%TL) Load Length, Allowable Allowable Length, Ld.ItaLL (in) Ld.ItaTL (in) Length (in) Length (ft) 100 584.8 206.7 166.0 169.6 166.0 13.8 150 394.7 168.8 145.0 148.2 145.0 12.1 200 299.6 146.2 131.7 134.6 131.7 11.0 250 242.6 130.7 122.3 1250 122.3 10.2 300 204.6 119.3 115.1 117.6 115.1 9.6 350 177.4 110.5 109.3 111.7 109.3 9.1 400 157.1 103.3 104.6 106.8 103.3 8.6 450 141.2 97.4 100.5 102.7 97.4 8.1 500 128.6 92.4 97.1 99.2 92.4 7.7 550 118.2 88.1 94.0 96.1 88.1 7.3 . ......... ... . 600 109.5 84.4 91.3 93.3 ..::::..:..:.:::.... ...... ..... ---........::........11 84.4 ,- ......7.0 650 102.2 81.1 88.9 90.9 81.1 6.8 700 96.0 781 86.8 88.7 78.1 6.5 750 90.5 75.5 84.8 86.6 75.5 6.3 800 85.8 73.1 83.0 84.8 73.1 6.1 850 81.6 70.9 81.3 83.1 70.9 5.9 900 77.9 68.9 79.8 81.5 68.9 5.7 950 74.5 67.1 78.4 80.1 67.1 5.6 1000 71.5 65.4 77.0 78.7 65.4 5.4 1050 68.8 63.8 75.8 77.4 63.8 5.3 1100 66.3 62.3 74.6 76.3 62.3 5.2 1150 64.1 61.0 73.5 75.1 61.0 5.1 1200 62.0 59.7 72.5 74.1 59.7 5.0 1250 60.1 58.5 71.5 73.1 58.5 4.9 1300 58.4 57.3 70.6 72.1 57.3 4.8 1350 56.7 56.3 69.7 71.2 56.3 4.7 1400 55.2 55.2 68.9 70.4 55.2 4.6 1450 53.8 54.3 68.1 69.5 53.8 4.5 1500 52.5 53.4 67.3 68.8 52.5 4.4 Notes: 1• Headers are designed for a maximum live load deflection of L/240 and total load deflection of L/180. See door/window manufacturer's specifications for additional requirements. Verified by 10/16/2019 IN C. Derived from NYDOS approved building system .... . ...... ...... Verified b(' 1046f Of 1,NC 2 Derived from NYDOS approved buliding system Woor) Z;�A'Mf. SPF stud 24"o.c. S Ij OSB T H: /16" 7 4" Horizontal Lap G E .024 TYPE: Vinyl N 6 L E S: U-R:-DL 30 year €,?PE- Fiberglass 2, Nc�o;- �rmnkig : 'A'DOP, AND Sri 12x10 @ 16" o.c. 0-.ti rE:; STATE OF NEW YORK ANDREW M. CUOMO DEPARTMENT OF STATE GOVERNOR ONE COMMERCE PLAZA ROSSANA ROSADO 99 WASHINGTON AVENUE SECRETARY OF STATE ALBANY,NY 12231-0001 WWW.DOS.NY.GOV THIRD PARTY MODULAR REVIEW RESIDENTIAL SUBMISSION DEVELOPMENT WORKSHEET BASED UPON THE 2016 NEW YORK STATE UNIFORM CODE AND 2016 NYS UNIFORM CODE SUPPLEMENT, 2015 INTERNATIONAL RESIDENTIAL CODE, 2015 INTERNATIONAL ENERGY CONSERVATION CODE,2016 NYS SUPPLEMENT TO THE ENERGY CONSERVATION CODE AND THE 2014 NATIONAL ELECTRICAL CODE TO BE COMPLETED BY THE MANUFACTURER Manufacturer: Ritz Craft Corporation Project Name & Project Number: 11-itch-CO#2494019 Address: 275 Reservoir Ave. City/Town/Village: lFisherlsland Zip Code: ossso This worksheet is based upon the Documentation Guidelines for Factory Manufactured (Modular) Building Approval dated August 1,2018 prepared for the Residential Third Party Modular Review. This completed worksheet shall accompany each project submitted as part of the Residential Modular Program. This worksheet Is provided for general guidance in preparing a satisfactory application for approval only. This is not intended to serve as a complete checklist leading to compliance with the Uniform Fire Prevention and Building Code. Note that the worksheets are in a tabular format and are divided into five columns as shown below. A description of each column is given in the second row, below the column header. The Response three options to check are: v Completed (Completed in the factory) • N/A(the requirement is not applicable to the project or factory provided.) • S(the requirement is to be completed as onsite construction, provided by the factory) Section A - General Requirements Worksheet Reference to Code Submission Requirement Response Drawing sheet or Doc. Section page number Guidelines where requirement is addressed A7 A complete calculations manual Completed0 CS & CALCS Include index with all pages required for complete NSA 1:3 MANUAL PAGES set A6 Drawings indicate the location of the NYS Insignia of Completed El CS &FP1 Approval,Manuf. Data Plate and 31d Party Inspection N/A ❑ Agency labels s E]Al Cover Sheet identifies the design professional's Completed El CS name,address and contact information.List 31d Party N/A ❑ Inspection Agency with address s ElA10 Cover sheet has an index for the entire drawings set Completed a❑ CS (Be sure all pages required for a complete set are N/A El s ❑ listed) Residential Submission Development Worksheet Page 1 of 13 September 1,2018 A9 Cover sheet Indicates the project name,complete Completed CS address and county "/A El s ❑ Verifie by Al2 Cover sheet identifies the climate zone and energy Completedr❑ RESCheck 1011 12019 testing agency and contact information "/A 0 S JCover sheet Identifies the use and occupancy Completed N1 Derived om NYDOS N/A ❑ approve building system classifications S El Al2 R301.1 4 Cover sheet identifies the seismic design category co mpleetedE]N1 and wind exposure category s ❑ Al2 Drawing Organization:Categorize"R"Occupancy in CompletedE] N1 One-family,Two-family,or Townhouse N/A El s ❑ A13 R302 For Multiple Family Dwellings and Commercial Completed❑ N/A Construction,provide plot plan showing the building "/A 0 s ❑ on the site,lot line dimensions and grade elevations Al2 R301.2.1 Cover sheet identifies the ground snow load,wind Completed ✓❑ R301.2 1.1 speed,address special wind regions "s � N1 R301.2.1.5.1 (Special wind regions are addressed on a case by case basis),live and dead loads Al2 R101.2 R Occupancies-Use and Occupancy Completed❑✓ N1 Circle One: One-Family Two- ily Tow use N/A ❑ s M E] Al2 Ch 2,Story Indicate Number of Stories= zsroales Completed O N1 Definition Story Above Grade Plane as defined In 2017 UCS N/A El s ❑ A3 3"xV clear space box provided for DOS/3'd party Completed ✓❑ ALL approval stamp In the same location on all pages of N/A ❑ the plan set S 1:1 Completed❑✓ CS A2 Manufacturer's information provided N/A ❑ (name,address and phone number) S ❑ B7 Identify the agency and contact information Completed❑ ON-SITE responsible for energy compliance completion on N/A ❑ s 0 site,in manufacturing Facility,or both Al Acknowledge submission to NYSDOS with hard completed ✓❑ ALL copies,electronic files with application and filing fee N/A ❑ s ❑ A9 Cover sheet to identify Codes used for compliance. completed p N1 N/A ❑ s ❑ A5 Identify ALL components and/or systems that are to Completed❑ N1 1311 be installed on-site by others that are not part of this N/A El s ❑ approval. Al2 Identify roof truss type and locate truss signage for Completed FAS1, 2 & Bab structure "sA TRUSS PAGES El A13 Identify Flood Plain requirements per R322 Completed❑ Ef N/A ❑✓ S E:1Al2 Identify building square footage by floor and total Completed NI N/A ❑ S ❑ Residential Submission Development Worksheet Page 2 of 13 September 1,2018 Al2 Identify building construction type Completed ✓❑ N/A ❑ N1 5 ❑ Verified by 10/16/2019 INFPINC Derived from NYDOS approved building system Section B - Required Drawing Details Reference Code Submission Requirement Response Drawing sheet or to Section page number where Doc. requirement is Guidelines addressed Bib R305.1 Elevations Completed0 ELV1-4 R310 Identify egress windows and ceiling heights,height of N/A ❑ stories above finished grade' s ❑ Bib Height of Building(ft.)= zs's-5/16" Completed❑✓ ELV4 (Grade to peak) "/A ❑ s ❑ Ch.10 Chimneys and vents Completed[] N/A Ch 18 "/A ❑ s ❑ Ch.24 Bib R310 Floor Plan(s) Completed❑✓ FP1 & FP2 Identify egress windows N/A ❑ s ❑ Bib Habitable Attic requirements Completed El N/A Provide egress window "/A Q s ❑ Provide 13D Domestic Fire Sprinkler throughout dwelling R301.2.1.1.1 Sunroom—where sunrooms are an option,show Completed El N/A compliance with the required provisions "/A El S ❑ R303 Light and Ventilation CompletedQ FP1, FP2 & N2 Identify this information for each habitable room and N/A ❑ on the window schedule for each window/door s ❑ I STORY ABOVE GRADE PLANE. Any story having its finished floor sui face entirely above grade plane,or in which the finished surface of the floor next above is any of the following: 1.More than 6 feet(1829 mm)above grade plane. 2.More than 6 feet(1829 mm)above the finished ground level for more than 50 percent of the total building perimeter. 3.More than 12 feet(3658 mm)above the finished ground level at any point. Residential Submission Development Worksheet Page 3 of 13 September 1,2018 R304 Room Size Completed❑✓ FP1 & FP2 Verified by One room a min of 120 SF rl/A ❑ s ❑ 10/16/2019 70 SF for other rooms IN " 1,1 N'C. 7-foot min.horizontal dimension Derived fr m NYDOS R320 Accessibility:Guestrooms.A dwelling with guestrooms Completed El N/A approved uildinb2bstem N/A ❑ shall comply with Chapter 11 of the IBC for Group R-3 s ❑ 135a Fixture requirements completed N2, PL1 & PL2 R306 306 (See 2017 Uniform Code Supplement for updated 1\111k A SEl fixture flow requirements) B5d R307 Fixture spacing Completed FP1 & F N/A P2705.1 s ❑ B4a M1901.1 Range and Oven Clearances CompletedE] FP1 N/A ❑ s ❑ 1341 Factory-built fireplaces Completed El N/A R1004 N/A 0 s ❑ B41 Hearth extension Completed❑ N/A R1004.2 N/A 0 s ❑ ... Decorative shrouds completed El N/A NIA R1004.3 0 s ❑ 84i Unvented gas log heaters Completed❑ N/A R1004.4 N/A 0 s El1341 Fireplace Completed❑ N/A R1004 5 Fireplace doors at Factory Built Fireplaces are not to N/A 0 s ❑ R1102.4.2 be installed,EXCEPT where specifically tested,listed and Labeled for use in accordance with UL 127. 6Completed E] N/A 41 R1005 Factory Built Chimneys ❑ N/A s ❑ 134d Exterior air supply Completed❑ ON-SITE 64e R1006 NIA ❑ S 0 132a Garage Separation completed❑ N/A R302.5 e Identify wall construction and opening protectives Table s ❑ ?' ElR302 6 Identify limitation on use of Adhesive only attachment of Gypsum wallboard Floors and landings at exterior doors Completed ✓❑ FP1 R311.3 N/A ❑ SE] Cross Sections—one per roof type/design Completed❑✓ X1 R305 1 And dimension ceiling heights N/A El ❑ B1d Interior Covering Completed ✓❑ X1 B1g R702 N5A 0 Gypsum Board on walls and ceilings:identify Completed ✓❑ X1 R702.3.5 limitation on use of Adhesive only attachment of N/A ❑ s ❑ Gypsum wallboard Residential Submission Development Worksheet Page 4 of 13 September 1,2018 B2c Flame Spread Classification not greater than 200 for CompletedEl N1 El Verified 8302.9 w Wall and Ceiling Finishes NSA 11��1 Fire blocking compleAted, N/A NI S ❑ Derived from NYDRIg Floor protection:Gypsum or equal protection of CompletedEl ON-SITE approved building system 8302.13 underside of floors including those over basement N/A S ID areas B1j R408 Under floor space ventilation and access ON-SITE Blf Exterior Covering CompletedEl DESCRIPTION R703 Include materials and fastening for each NSA 0 OF MATERIALS Solar Energy Systems Completed❑ N/A R324 Show Access Roof limit and calculation as defined in N/A s ❑ the 2017 Uniform Code Supplement B3d R802 Roof structure and Roof ventilation Completed FP1 & FP2 R806.2 S s ❑ B1e Attic access location Completed FP2 R807 N/A El S E]Blf Roof Exterior Coverings Completed ✓❑ )(1 Ch.9 Attachment of roof covering and underlayment N/A El s ❑ provided 62a 8902 Fire Classification of Roof Assemblies Completed❑✓❑ X1 N/A S ElB1d Weather Protection Completed❑ X1 R903 N/A ❑ S ❑ Blf R905.1 General requirements Completed X1 Fig Ice shield underlayment provided "/A s R3012(7) ❑ Blf Asphalt Shingles Completed X1 R905.2 N/A ❑ s ❑ 1311 Door and Window Schedule Complee ❑✓ ted❑ FP1, FP2 & N2 Notes:1.Window pressure and Windborne debris are s ❑ 8308 separate requirements R310 2. Show dimensions complying with R311 emergency escape and rescue requirements. R312 1 exit per dwelling unit,side hinged&3'x6'-8" 3 Address fall protection in accordance with R312.2 Window fall protection. Safety glazing locations Completed ✓❑ FP1 & FP2 R308.4 N/A ❑ s ❑ Skylights/sloped glazing Completed❑ N/A R308.6 N/A s ❑ Residential Submission Development Worksheet Page 5 of 13 September 1,2018 B1i Exterior window and door installation and flashing Completed❑ FLA1 R609 "/A ❑ s ❑ Verified b B1i Performance of windows Completed N2 R609.2 "/A s ❑ 10/16/2019 Testing and labeling Completed ✓❑ N2 INCR609.3 "/A ❑ S ❑ Derived from CW approved bu ding system Wind-borne Debris Protection Completed❑✓ N2 R609.6 "/A ❑ S ❑ B2e Protection of Openings Completed ✓❑ N2 R301.2.1.2 "/A 0 s N 1✓❑ R609.7 Anchorage of windows and doors and Mullions Completed❑ N/A R609.8 s ❑ J Window fall protection Completed ✓❑ N2 R312.2 "/A ❑ s ❑ Landings Completed❑ ON-SITE R311.7.6 g N/A ❑ R311.3 s 0 132a R311.8 Ramps Completed❑ N/A N/A ✓❑ $ ❑ B2a R311 7 Stairs Completed ✓❑ 5D1 N/A ❑ S ❑ B2b R311.7.1 36"clear width completed❑ FP1 N/A E]s 1:1 B2b R311.7.5.1 Min.Tread depth=9" completedE] FP1, FP2 & SD1 R311.7.5.2 Max.reser height=8 1/4" N/A Els ❑ (2017 UCS) B2b R311 7 2 Min.head clearance=6'-8" Completed SD1 N/4 s ❑ 132b R311.7.8 Handrails Completed❑✓ ON-SITE N/A ❑ S ❑ B2b R311.7.8.1 Handrail Height Completed✓❑❑ ON-SITE N/A 34"to 38"with 4 or more risers s ❑ R311.7.5.21 Winder tread Completed[] N/A N/A ✓❑ B2b R311 7.10.1 Spiral Stairs s ❑ R311.7.10.2 Bulkhead enclosure stairs (not permitted as means of egress from a story) ✓❑ E1 & E2 B2b R303.7 Interior Stairway illumination Completed❑ N/A s ❑ R312 Guards Completed ON-SITE B2b N/A ❑ s ❑ 132b R312.1.1 Guards required with floor surfaces more than 30" Completed❑ ON-SITE above floor below N/4, ❑ s ❑ Residential Submission Development Worksheet Page 6 of 13 September 1,2018 r 132bR312.1.3 Guards-Size of openings Com`pleetedEl ON -SITE s ❑ R313 Automatic Sprinkler Systems Completed E] N/A 132f (2017 UCS) (Habitable attics2:Three stories above grade plane- NSA 0 One&Two-Family Dwellings&Townhouses)Identify ❑ type of system R313 Provide hydraulic calculations and a layout showing Completed❑ N/A B2f (2017 UCS) sprinkler head locations NSA 11 R313 Provide complete system diagram and submit Completed❑ N/A 132f (2017 UCS) equipment specifications NsA El R316 Foam Plastic Insulation Completed El N/A N/A ✓❑ S ❑ 132a R302 Dwelling Unit Separation-Fire Resistant Construction Completed❑ N/A N/A ✓❑ s E]R302.3 One-hour Fire Separation for Two-Family Structure Completed[I B2a N/A 0 (%hr.with NFPA 13 sprinkler system) s El R302.1 Completed✓❑ SITE MAP A13 Minimum Fire Separation Distances N/A ❑ s ❑ 132a R302.2 Townhouse Requirements—Fire Resistant Wall completed 11 Construction N/A ❑✓ s 1--] B2a R302.2.3 Townhouse-Parapet construction,or alternatively, Completed E] E:f where fire rated construction exceptions are met N/A 0 s E:1B2a R302 2.4 Townhouse-Structural independence Completed❑ N/A N/A ❑ s ❑ R302 3 Two-Family Construction Completed❑ N/A 1-hour separation per 302.2, N/A s ❑ 132a or alternatively,where fire rated construction exceptions are met M1303 Labeling of Installed appliances CompletedE] N2 64a N/A ❑ s ❑ B4h M1306 Clearances from combustible construction com`pleAted❑ FP1 s ❑ 134a Ch.14 Heating&cooling equipment Completed❑❑ ON-SITE N/A s ✓❑ 2 R313.1 Automatic fire sprinkler systems.An automatic residential fire sprinkler system designed and installed in accordance with Section P2904 or NFPA 13D shall be provided throughout all one-and two-family dwellings and townhouses when such dwelling or townhouse has a height of: 1.three stories above grade plane,or Verified by 2.two stories above grade plane and a habitable attic,or 10/16/2019 3.three stories above grade plane and a habitable attic. IN P_ Residential Submission Development Worksheet p Derived from NYDOS Page 7 of 13 September 1,2018 approved building system Heating System Completed❑ ON-SITE 64a " Circle one: Hot Water BBD Electric BBD Forced Air N/4 ❑ ✓ s Q Verifie I by N1103 3.3 HVAC load sizing per ACCA Manual J with equipment Com`pleeted[] ON-SITE El 0/ 6/Mfl to comply with ACCA Manual S provided(Heat loss s I] RbUilding per ACCA Manual"1",and equipment spec by Manual NE "S")Heat Loss Calc provided Derived approveyste Ch21 Hydronic Piping requirements Completed❑ ON-SITE 64a N/A ❑ s Ch 15 Exhaust systems Completed❑ N2 134g N/A ❑ s 134h M1502 Clothes dryer exhaust termination,Installation, Completed❑ ON-SITE material and duct length N/A El s Q 64h M1503 Microwave and Range hood material,rate and Completed❑✓ F-El M1504 location of exhaust N/A El s ❑ 64h M1505 Overhead exhaust hoods for open-top broiler unit Completed El E1 N/.4 ,» s ❑ 134h M1506 Exhaust ducts and openings CompletedQ E1 & E2 N/A ❑ s ❑ B4e M1507 Mechanical ventilation Completed ON-SITE N/A El s ✓❑ ✓ N1103.6 �•, Whole house ventilation required Completed E1 & E2 B� Table Provide fan capacity,location and external air draw NsA Ej❑ N1103.6 1 location Indicate outdoor makeup air Ch. 16 Duct systems requirements Completed❑ N/A B71(d) N/A 0 5 i, M1601 Duct construction,materials and Installation Completed[] N/A ( ) B7i N/A ✓d Provide Manual D design for duct sizing S ❑ M1602 Return air requirements Completed❑ N/A N/A ❑ s ❑ 67g M1701 Combustion air requirements Completed❑ N/A N/A ✓❑ s ❑ Ch.24 Fuel Gas Requirements Completed[] N/A N/A ❑ s ❑ 64a G2406 Fuel Gas Appliance locations Completed❑ N/A N/A ✓❑ s ElB7g G2407 Combustion,ventilation and dilution air for Completed❑ N/A Mechanical Equipment NIA Q s ❑ 1341 G2408 Fuel Gas Equipment&appliance Installation Completed[] N/,q ✓❑ N/A clearances S ❑ G2413 Fuel Gas Pipe sizing and Materials Completed❑ N/A G2414 N/A Q s ❑ Residential Submission Development Worksheet Page 8 of 13 September 1,2018 G2415 Fuel Gas Piping Installation Completed❑ N/A Verified y NSA ❑ 10/16/20490 Gas shutoff valves Completed❑ N/A N/A ❑✓ 5 E:1 Derived fr NYDQ$ Ch.26 E!q U1 & approved uildinglj§stem Completed QR306.3 General Plumbing Requirements N/AEl R306.4 5 ❑ P2603.2 Drilling and notching of wood- completedEj PL1 & PL2 N/A framed structure S ❑ 135a Ch.27 Completed EI PN Plumbing Fixture Requirements N/.a ❑ s ❑ M2005 Completed ON-SITE Ch.28 Water heaters N/A S 0 P2803.2 Completed❑ ON-SITE Water Heater Temperature Control N/A ❑ s 0 B5c Provide line drawings of water supply Completed❑✓ PL1, PL2, SU1 & ❑ 135dN/A 5d and DWV plumbing system. s ❑ SU2 B5b P2906 Identify Water Supply and DWV plumbing sizes and Completed❑✓ PL1, PL2, SU1 & P3002 materials NSA SU2 Ch.29 Water Supply and Distribution Requirements CompletedPL1, PL2, SU1 & N/A SU2 S E:1 135a P2903 Provide Fixture units,size of water supply piping Completed✓❑ PLi, PL2, SU1 & P2903 7 (3/4"min.) NSA ❑❑ SU2 135b P3005.2 Provide Drainage Piping Cleanout requirements Completed PL1 & PL2 N/A 5 E]135b Ch.31 Vent System Requirements Completed PL1 & PL2 N/A S ❑ P3103.1 Roof extension vent terminal and flashing&sealing Completed ON-SITE P3103.3 N/A El 5 EI P3103.2 Frost closure requirement for Vent Piping Completed E] ON-SITE N/A SEI P3103.5 Vent terminal locations CompleeE] ON-SITE NIs P3108 Wet venting provided completed PL1 & PL2 N/A s ❑ P3109 Waste stack vent location completed ON-SITE N/A 5 ❑✓ P3110 Circuit venting requirements CompleetedE] PL1 & PL2 s ❑ Residential Submission Development Worksheet Page 9 of 13 September 1,2018 P3111 Combination waste and vent system Completed 121 PL1 & PL2 N/A ❑ VerifiedINjiyl s 1110/16/2 @T92 Island fixture venting Completed❑ N/A N/A El5 ❑ Derived fr NDQS completed PL1 & PL2 approvedldl ;15 em P3114 Air admittance valves N/A s ElP3201 Fixture Trap locations Completed[a PL1 & PL2 N/A ❑ S ❑ Electrical Requirements (Chapters 33 through 42) ❑✓ E1 & E2 66f E3901 Receptacle and J-box locations Completed❑ Equipment locations and requirements NSA E3902 GFCI/AFCI requirements Co pleedE] E1_ & E2 s ❑ R314 Smoke detector Alarms Completed ✓❑ E1 & E2 Show locations on drawings N/A ❑❑ S R315 Carbon Monoxide Alarms CompletedEl E1 & E2 Show locations on drawings N/A E] S ❑ Typical Electrical Notes Completed❑✓ N1, E1 & E2 N/A ❑ s ❑ 66f Electrical equipment/appliance locations comp/AtedE] E1 & E2 Floor plans s ❑ B6 Electric Systems Completed[] N/A B6a Separate electric meters are required for each N/A s ❑ dwelling unit and Service equipment 136b E3908 Means of Grounding Completed❑ N/A ON-SITE ❑ s ✓❑ B6b E4001.15 Grounding for Lighting Control Completed2] ED N/A ❑ S E]13616E3907.9 Wire bending in Panelboards Completed[l] E1 & E2 N/A El s ❑ N2✓❑ B6c Load calculations Completed E3N/A s ❑ Bbd Size of conductors Completed[E] E1 & E2 N/A ❑ S ❑ 136e Main disconnect&over current protection Completed E1 & E2 N/A El s ❑ B6g Ch.34 One-line Electrical diagram Completed[] N/A N/A ✓❑ S ❑ 136h N1104 1 Lighting plan Completed❑✓ E1 & E2 759/o of Lighting fixtures must have high efficiency N/A ❑ s ❑ lamps Residential Submission Development Worksheet Page 10 of 13 September 1,2018 B7 IECC Energy Code Compliance path used(Circle One) CompletedEl RES CHECK R402.1.2 N/A Els ❑ R402.1.5 Presc❑n'ptive Performance Energy Rating Index •••••• R405 R406 Verifie by 10/16/2019 Forced Hot Air Furnace,Gas fired 80 AFUE Minimum Completed[]❑ ON-SITE N/A INCi � Oil fired-83 AFUE Minimum s ❑ V_ Provide Make and model number Derived om NYD approve Sy (effective 11/19/2015 Gas,5/01/2013 Oil) Electric Central Air,13 SEER min.(effective 1/26/2006) Completed, ON-SITE Make and model number "/A S 0 Boiler,Gas fired-82-AFUE Minimum Completed[] N/A N/A 0 Oil fired-84 AFUE Minimum s ❑ Provide Make and model number (effective 9/1/2012) N1102.1.2 Materials Identification.Installation shall be per the completed X1, N1 & N2 N1104.1.4 manufacturer's instructions.Materials must be NSA El identified so that compliance can be determined. Insulation R values and glazing U factors must be clearly marked on the building plans or specifications R702.7 Vapor retarder installed on non-vented framed Completed❑✓❑ X1 ceilings,walls and floors. "/A s ❑ ••••• N1102.4 Air leakage Completed❑❑ ON-SITE ... ' Identify how points,penetrations and openings 1n the "/A s building envelope are sealed. B71(f) N1102.4.1.2Com CompletedON-SITE ACH50/Blower door testing for Air Infiltration rate and N/4 achieve dwelling rate of 3 ACH s 0 N1102.4.5 Recessed lights shall be IC rated and installed with no Completed❑ N/A penetrations,or Type IC or non-IC rated installed "/A 0 s ❑ inside an appropriate air-tight assembly with a 1/2" clearance from combustible materials and 3" clearance from insulation B7e N1103.1.1 Temperature Controls CompietedEl El E1 Each dwelling unit has at least one thermostat capable "/q s ❑ of automatically adjusting the space temperature set point of the largest zone. N1103.3 Duct Insulation Com`pleeted❑❑ ON-SITE Supply ducts in unconditioned attics,spaces or outside s the building must be insulated to R-8 or R-11. Return ducts in unconditioned attics or outside the building must be insulated to R-4 or R-6.Return ducts in unconditioned spaces must be insulated to R-2.Insulation is not required on ducts in basements within the thermal envelope. N1103.3.5 Building Cavities—Not Used as ducts or plenums Completed[:] N2 s Q Residential Submission Development Worksheet Page 11 of 13 September 1,2018 M1602 Duct Construction Completed❑ ON-SITE Verifie by All joints,seams,and connections must be securely NsA El fastened with welds,gaskets,mastics(adhesives), 10/16/2019 mastic-plus-embedded-fabric,or tapes.Duct tape Is not permitted. Derived om NYDOS Ducts shall be supported every 10 feet or in approve building system accordance with the manufacturer's Instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems N1103.3.3 Duct Testing Requirements Completed El ON-SITE Post-construction N/A 11 s Q N1103.5 Service Water Heating ON-SITE Water heaters with vertical pipe risers must have heat trap on both the inlet and outlet unless an Integral Completed E] N/4 ❑ heat trap is provided or is part of a circulating system. s 0 Identify on the drawings the Insulation R value(s)for the circulating hot water pipes and HVAC piping N1103 5.3 Pipe insulation Service water piping must be insulated Completed El ON-SITE to R-3 where Indicated N/a El s Q Structural design FP1, FP2, X1, Identify codes and referenced standards used in CompletedFAS1 & 2 ❑✓ design on a separate sheet bound with the structural N/A ❑ calculations s ❑ B3a R301 Structural materials/elements Com`pleetedEl X1 Circle One Engineered OR Prescriptive design s El Baa R301.4 Dead&Live Loads Completed✓❑ TRUSS PAGES, R301.5 N/A El FAS1 & 2 Bad R301.2.1 Ground Snow Load,Seismic Design Category and Completed ID Ni R301.2.1.4 Assumed Soil Site Class and Wind Speed and Exposure "/A s ❑ R301 2.2 Category R301 2.3 Bac Specifications of all materials CompletedEl DESCRIPTION N/A ❑ OF MATERIALS S ❑ Bab 8802 10 Provide Engineered roof details Completed TRUSS PAGES, R804 3.6 N/A FAS1 & 2 5 El Bab R802.10 Truss specifications data sheet and truss uplift Completed TRUSS PAGES, R802.11 connections provided N/A ❑ FAS1 & 2 B3b R602.10 Braced/Shear Wall com`pleetedE] BW1 & BW2 Ai El R602.12 Circle One: Engineered OR Prescriptive design s ❑ El 133b R602.10 Braced wall Imes identified and dimensioned Completed BW1 & BW2 N/A S ❑ 133a Specifications for shear walls provided& completed[] N/A Structural adequacy of shear walls confirmed "/A 0 s ❑ Residential Submission Development Worksheet Page 12 of 13 September 1,2018 J B3b Location and specifications for holddown devices Completed BW2 provided on Braced wall and Foundation plans N/A s ❑ Bae Column(post)schedule and header(beam)schedule Completed CALCULATIONS provided on floor plan N/A S ❑ Continuity of uplift resistance confirmed completedE] TRUSS PAGES,FAS1, N/A ❑ 2,FD,BW1 &BW2 s ❑ Details of module connections(at ridge,mating line, Completed❑✓ FAS1 & 2 story-to-story)provided s E]s ❑ R301.2.1.2 Wind-borne debris protection applicable Completed N2 " R609.6 And how addressed N/A s ❑ B3b R403.1.6 Location and specifications for holddown devices,size BW2 CompletedEl and spacing of sill plate anchor bolts and spacing of N/A ❑ columns provided on foundation plan s ❑ B3g R404 Uniformly distributed loads and Concentrated loads Completed FD identified on foundation plans N/A s ❑ B3d R404 Horizontal loads vectors identified on foundation plans CompleAtedE] FD s ❑ Verified by 7 irl 10/16/2019 N - NC Derived from NYDOS approved building system Residential Submission Development Worksheet Page 13 of 13 September 1,2018 . I i I i 1 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE � PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL STRUCTURAL ! ARCHITECTURAL 4 REScheck Software Version 4x6"5 Compliance Certificate Project VSC Custom - Customer: Litch - CO# 2494019 Energy Code: 2015 IECC Location: Montauk, New York Verified by Construction Type: Single-family Project Type: New Construction 10/16/2019 Conditioned Floor Area: 0 ft2 4. Glazing Area 13% IN h IN C Climate Zone: 4 (5685 HDD) Derived from NYDOS F approved building system Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 275 Reservoir Ave. Connecticut Valley Homes Ritz Craft Corporation Fisher Island, NY 06390 128 Boston Post Road 15 Industrial Park Rd East Lyme, CT 06333 Mifflinburg, PA 17844 800-468-6284 .. ............. »,:.... Compliance 5.5%Better Than Code Maximum.UA 273 Your UA, 258 Maxi,,-:im SHGC 0.40 Your SHGC. 0.29 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. : a Collar Tie: Flat Ceiling or Scissor Truss 594 38.0 0.0 0.030 18 Sloped Ceiling: Cathedral Ceiling 138 15.0 0.0 0.065 9 Behind Kneewall: Flat Ceiling or Scissor Truss 168 38.0 0 0 0.030 5 Kneewall: Wood Frame, 16" o.c. 168 15.0 0.0 0.077 13 Walls Includes: dormers& perimeter: Wood Frame, 24" o .c. 1,943 21.0 0.0 0.056 93 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 125 0.290 36 SHGC: 0.29 Door 1: Glass 109 0.360 39 SHGC. 0.29 Door 2: Glass 40 0.340 14 SHGC: 0.29 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 929 30.0 0.0 0.033 31 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 23 '-� 8/23/19 Name-Title Signature Date Project Title: VSC Custom - Customer: Litch - CO# 2494019 Report date: 08/23/19 Data filename: K:\2019\2494019\Calculations\rescheck.rck Page 1 of 2 Verified by 0 00orN10/16/2019 14 SNC Derived from NYDOS approved building system Project Title: V5C Custom - Customer: Litch - CO# 2494019 Report date: 08/23/19 Data filename: K:\2019\2494019\Calculations\rescheck.rck Page 2 of 2 L ........... * ;........ ..... .......... ... . V. Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): ...... ................. . . .. ............ Window 0.29 0.29 Door 0.36 0.29 ..... .. I .... .. . .......... rr ?2.1 J ... .... ........ . ......... ...................11 ..... ..*.,,,, Heating System: Cooling System: Water Heater: I......... ........ ...Ilk.:: ............ ...... ................ Name: Date: Comments Verified by 10/16/2019 Derived from NYDOS approved building system �r REScheck Software Version 4.6.5 `..fv Compliance Certificate �f r h; Project VSC Custom - _ ;:r;•• - a. 't�i Customer: Litch CO# 2494019 ''� ' `•` Energy Code: 2015 IECC Location: Montauk, New York � Verified by Construction Type: Single-family " Project Type: New Construction 10/16/2019 Conditioned Floor Area: 0 ft2114 r, �- Glazing Area 13% IN Climate Zone. 4 (5685 HDD) Derived from NYDOS " approved building system Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 275 Reservoir Ave. Connecticut Valley Homes Ritz Craft Corporation Fisher Island, NY 06390 128 Boston Post Road 15 Industrial Park Rd East Lyme, CT 06333 Mifflinburg, PA 17844 800-468-6284 .. {omplianc.e 5.5%Better Than Code Ma.:,urr 0A, 273 Y'1ur 0A, 258 SkGC 0.40 Y our SHr3C. 0.29 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. Enva1Qpe__A,ss.e blies Collar Tie. Flat Ceiling or Scissor Truss 594 38.0 0.0 0.030 18 Sloped Ceiling: Cathedral Ceiling 138 15.0 0.0 0.065 9 Behind Kneewall: Flat Ceiling or Scissor Truss 168 38.0 0.0 0.030 5 Kneewall: Wood Frame, 16" D.C. 168 15.0 0.0 0.077 13 Walls Includes: dormers& perimeter: Wood Frame, 24" o.c. 1,943 21.0 0.0 0.056 93 Window 1: Vinyl/Fiberglass Frame Double Pane with Low-E 125 0.290 36 SHGC: 0.29 Door 1: Glass 109 0.360 39 SHGC. 0.29 Door 2: Glass 40 0.340 14 SHGC: 0.29 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 929 30.0 00 0.033 31 Compliance Statement: The proposed building design described here Is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 23 )�� 8i231/19 ��� &�W-n' — -?/"4 01141 '31?"0 W*V Name-Title Signature 47Date Project Title: VSC Custom - Customer: Litch - CO# 2494019 Report date: 08/23/19 Data filename: K:\2019\2494019\Calculations\rescheck.rck Page 1 of 2 Verified by ON13 10/16/2019 PINC Derved from NYDOS approved building system Project Title: VSC Custom - Customer: Lltch - CO# 2494019 Report date: 08/23/19 Data filename: K:\2019\2494019\Calculations\rescheck.rck Page 2 of 2 0 007 r14 ENGINEERS INC. PLANNERS CONSULTANTS 308 NORTH OAM.AND AVENUE • P.O.BOX 490 NAPPAN02,INDIANA 46660 PHONW" 674773-7978 WH®:WWW.NTAINC.COM PAX. B74-773-2730 October 15,2019 RC090619-6 Mr.Ricky Kline Ritz Craft Corporation 15 Industrial Park Rd. Mifflinburg,PA 17844 RE: MODEL#2494019 NYDOS MODEL#M0182-2019-125 CUSTOMER: LITCH SITE ADDRESS: 275 Reservoir Ave. Fisher Island,NY 06390 Suffolk County Dear Mr.Kline Issued herewith in response to your application received for approval of a new individual model is the Factory Manufactured Approval as authorized under Part 1209 of Title 19 NYCRR,Division of Code Enforcement and Administration. The approval is indicated by the NTA,Inc.Stamp of Approval dated[Approval date],placed on the set of documents accompanying this letter.This approval is based on the NYS 2017 Uniform Code Supplement,and the 2015 I-Codes and will remain in effect for a period of two years from the date of approval,unless sooner revoked,and is subject to renewal thereafter. The design limitations for this approval are: Occupancy: Single Family Dwelling Construction Type:VB Number of Stories:2 Ground Snow Load(Pg):20 Seismic Design Category:B Basic Wind Speed(V ult):139 Climate Zone:4 Exposure Category:D Other:Furnace,Water Heater,HVAC onsite Prior to shipment from the factory each factory manufactured home,model and/or component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR,paragraph 1209.5. The Insignia Order Form(attached)can also be obtained from the NYS-DOS website. If you have any additional questions or comments regarding this matter please contact me at your convenience at(574)773-7975. Respectfully, Luke Nf Lehmafi� Account Manager NTA,Inc. Cc:NYS-DOS IM 002.3.32 NY Model Approval Letter(2017UCS)2017-10-27 Page 1 of 1 New York State Department of State NEW Yt3RK Building Standards Division of Building Standards and Codes TATE OF One Commerce Plaza OPPORTUNITY and Codas 99 Washington Avenue,Suite 1160 Albany,NY 12231-0001 (518)474-4073 Fax: (518)486-4487 www.dos,ny.gov Application for Plan Approval of a Factory Manufactured Building (Modular) All fields must be completed in order for this form to be submitted. MANUFACTURER: Ritz Craft Corporation of PA Manufacturer No: M M0182 Address: IS Industrial Park Rd.Mifflinburg, PA 17844 Phone:570-966-1058 Contact Person: Brittany Brown Email: bmorseman@ritz-craft.com QUALITY CONTROL MANUAL LAST APPROVAL DATE: 10/9/17 Prepared By/Contact Person: Ritz Craft/Brittany Brown Phone: 570-966-1058 Email: INDEPENDENT THIRD PARTY INSPECTION AGENCY: NTA Inc. Address: 305 N.Oakland Ave.Nappanee,IN 46550 Phone: 574-773-7975 Contact Person: Luke Lehman Email: llehman@ntainc.com FACTORY MANUFACTURED BUILDING IDENTIFICATION Project Name/Client/Customer: Litch Project County: Suffolk Model: 2494019 Occupancy Class One Family Dwelling Project Address: 275 Reservoir Ave Fisher Island, NY 06390 Application pertains to: (check one) New Individual Model (unique/custom/manufactured once for a specific site) © New Initial Individual Model(planned to be built repeatedly-per these guidelines*) New System of Models ® Modification of an Approved Model or System: M (provide prior approval number) © Renewal of an Approved Model or System: M (provide prior approval number) *initial model means a specific design of factory manufactured home to include options which do not change the quality control manual and which in the determination of the Division,do not materially affect the structural,plumbing,mechanical or electrical systems. FILING DOCUMENTATION AND FEES Provide 1 set of necessary drawings,specifications,calculations and updated QA Manual(if more than 2 years since last approval)as a hard copy and pdf files on a CD=Rom,thumb=drive,web=transfer or a=mail. Please provide a non=refundable filing fee of$50.00.A plan checking fee in accordance with 9 NYCRR 1281.4 is required upon approval,payable to:NYSDOS, Division of Building Standards and Codes.Send submission and payment to: NYS Dept,of State,Division of Building Standards and Codes,One Commerce Plaza,99 Washington Avenue,Suite 1160,Albany,NY 12231. SIGNATURES: Registered Architect - Professional Engineer" Name: David Feeney License No: 080526 Signature: "•New York State Education Law and Department of State Regulation require architect or professional engineer signature and seal affixed to all drawings and specifications submitted to public officials certifying compliance with health and safety regulations and conformance with current codes. DOS-1280-f-a(Rev.03117) Page 1 of 1 1 ............................................................................................... ............................. ...... . .......... rrr: Y .. ..........,tt . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): W ..................... .................................. A.:...A.IX.*.,:A.... C.fO. ...... . . Window 0.29 0.29 Door 0.36 0.29 . . ...... .... Z, .. ..eW .. "I . .. ...... Heating System: Cooling System: Water Heater: Name: Date: Comments Verified by 0 I�Irk 10/1612019 11 INC Derived from NYDOS approved building system a 1 •;i i I i i QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL ' I I . ..... ... .... . ......... ..,. . . . ..,,.., .. „ . .. ,., B3b Location and specifications for holddown devices Completed❑✓ BW2 provided on Braced wall and Foundation plans "/A E] s ❑ He Column(post)schedule and header(beam)schedule completed CALCULATIONS provided on floor plan NIA S ❑ Continuity of uplift resistance confirmed Completed✓❑ TRUSS PAGES,FAST, "/A ❑ 2,FD,BW1 &BW2 s ❑ Details of module connections(at ridge,mating line, Completed✓❑ FAS1 & 2 story-to-story)provided "/A ❑ s ❑ 7.7 R301.2.1.2 Wind-borne debris protection applicable co� ❑✓ eeted❑ N2 •••. R609.6 And how addressed SE] R403.1.6 Location and specifications for holddown devices,size BW2 Campleted0 and spacing of sill plate anchor bolts and spacing of "IA ❑ columns provided on foundation plan s ❑ B3g R404 Uniformly distributed loads and Concentrated loads Completed FD identified on foundation plans NIA s ❑ B3d R404 Horizontal loads vectors identified on foundation plans compleetedE FD N/A El S ❑ (Verified by IN 10/16/2019 PINC Derived from NYDOS pproved building system i I I Residential Submission Development Worksheet Page 13 of 13 September 1,2018 M1602 Duct Construction Completed ON-SITE 4Verifley All joints,seams,and connections must be securely "/A s El fastened with welds,gaskets,mastics(adhesives), 10/16/22019 mastic-plus-embedded-fabric,or tapes.Duct tape is 1 K I not permitted. Derived am Nv�os 4 Ducts shall be supported every 10 feet or In approve building system accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. N1103.3.3 Duct Testing Requirements Completed ON-SITE Post-construction "/A s Q N1103.5 Service Water Heating ON-SITE Water heaters with vertical pipe risers must have heat trap on both the Inlet and outlet unless an integral completed N/A ❑ ""' heat trap is provided or is part of a circulating system. s Identify on the drawings the insulation R value(s)for the circulating hot water pipes and HVAC piping N1103.5.3 Pipe insulation Service water piping must be insulated Completed ON-SITE to R-3 where Indicated "/4 s E] Structural design FP1, FP2, X1, Identify codes and referenced standards used in FAS1 & 2 design on a separate sheet bound with the structural Completed❑✓N/A ❑ calculations s ❑ Baa R301 Structural materials/elements compleAtedE] X1 Circle One. Engingered OR Prescriptive design s ElLLJJ B3a R301.4 Dead&Live Loads completed❑✓ TRUSS PAGES, R301.5 N/A 0 FAS1 & 2 B3d R301.2.1 Ground Snow Load,Seismic Design Category and CompletedEl N1 R301 2.1.4 Assumed Soil Site Class and Wind Speed and Exposure "/A ❑ s ❑ R301.2.2 Category R301.2.3 Bac Specifications of all materials Completed❑✓ DESCRIPTION "/A ❑ S El OF MATERIALS Bab R802.10 Provide Engineered roof details Completed ✓❑ TRUSS PAGES, R804.3.6 N54 0 FAS1 & 2 Bab R802 10 Truss specifications data sheet and truss uplift Completedp TRUSS PAGES, R802.11 connections provided N/A ❑ FAS1 & 2 Bab R602.10 Braced/Shear Wall Completed BW1 & BW2 R602.12 Circle One: Engineered OR Prescriptive design "/A s ❑ B3b R602.10 Braced wall lines identified and dimensioned completed BW1 & BW2 N/A s ❑ B3a Specifications for shear walls provided& Completed[] N/A Structural adequacy of shear walls confirmed "/A 0 s ❑ Residential Submission Development Worksheet Page 12 of 13 September 1,2018 B7 IECC Energy Code Compliance path used(Circle One): completed RES CHECK R402.1.2 N/A s ❑ R402.1.5 Presc❑n'ptive Performance Energy Rating Index R405 R406 Verifll by 10/15/2019 Forced Hot Air Furnace,Gas fired 80 AFUE Minimum completed❑❑ ON-SITE Oil fired-83 AFUE Minimum N/A INAINUs 121 Provide Make and model number Derived fi om NYD)5 approve (effective 11/19/2015 Gas,5/01/2013 Oil) Electric Central Air,13 SEER min.(effective 1/26/2006) CompietedEl ON-SITE Make and model number N/A s Q Boller,Gas fired-82-AFUE Minimum Completed❑ N/A Oil fired-84 AFUE Minimum N/A Q s ❑ Provide Make and model number (effective 9/1/2012) Completed ✓❑ X1 N1 & N2 N1102 1.2 Materials Identification.Installation shall be per the N/A ❑ N1104.1.4 manufacturer's instructions Materials must be s ❑ identified so that compliance can be determined. Insulation R values and glazing U factors must be clearly marked on the building plans or specifications. R702.7 Vapor retarder installed on non-vented framed CompletedE] X1 ceilings,walls and floors. N/A ❑ s ❑ N1102.4 Air leakage Completed❑❑ ON-SITE Identify how joints,penetrations and openings in the N/A s Q building envelope are sealed. B7i(f) N1102 4 1 2Completed ON-SITE ACH50/Blower door testing for Air Infiltration rate and N/4 achieve dwelling rate of 3 ACH s 0 N1102.4.5 Recessed lights shall be IC rated and installed with no Com1pleAtedEl N/A penetrations,or Type IC or non-IC rated installed s ❑ inside an appropriate air-tight assembly with a 1/2" clearance from combustible materials and 3" clearance from insulation B7e N1103.1.1 Temperature Controls CompletedE] E1 Each dwelling unit has at least one thermostat capable N/A El s ❑ of automatically adjusting the space temperature set point of the largest zone N1103 3 Duct Insulation Completed ON-SITE Supply ducts in unconditioned attics,spaces or outside N/A s Q the building must be insulated to R-8 or R-11. Return ducts in unconditioned attics or outside the building must be insulated to R-4 or R-6.Return ducts in unconditioned spaces must be insulated to R-2.Insulation is not required on ducts in basements within the thermal envelope. N1103.3.5 Building Cavities—Not Used as ducts or plenums Completed❑ N2 N/A ❑ S ✓❑ Residential Submission Development Worksheet Page 11 of 13 September 1,2018 P3111 Combination waste and vent system Completed ✓❑❑ PL1 & PL2 N/A Verified y S ❑ 10/16/2 t93J192 Island fixture venting Completed N/A INC, N/A ✓❑ 5 ❑ Dewed fr m NYp� Completed approved uildiri>� rttem P3114 Air admittance valves N/A PLi & PL2 s ❑ P3201 Fixture Trap locations Completed PL1 & PL2 N/A S ❑ Electrical Requirements (Chapters 33 through 42) B6f E3901 Receptacle and J-box locations CompleAtedE] E1 & E2 Equipment locations and requirements s ❑ E3902 GFCI/AFCI requirements Compleeted� E1 & E2 s ❑ R314 Smoke detector Alarms completed ✓❑ E1 & E2 Show locations on drawings N/A ❑ s ❑ R315 Carbon Monoxide Alarms Com\pleAtedEl E1 & E2 El Show locations on drawings s ❑ Typical Electrical Notes - Completed❑✓ [_N1, E1 & E2 N/A ❑ S ❑ 66f Electrical equipment/appliance locations Completed❑✓❑ E1 & E2 Floor plans s ❑ B6 Electric Systems Completed[] N/A 136a Separate electric meters are required for each N/A 0 s ❑ dwelling unit and Service equipment B6b E3908 Means of Grounding CompletedN/A F ON-SITE s Q B6b E4001.15 Grounding for Lighting Control Completed✓❑ ED N/A ❑ S ❑ 136b E3907.9 Wire bending in Panelboards Completed❑ E1 & E2 N/A ❑ s ❑ 136c Load calculations Completed N2 ri/A S E] 66d Size of conductors Completed2] E1 & E2 N/A ❑ s ❑ 136e Main disconnect&over current protection Completed ✓❑❑ E1 & E2 N/A 5 El66g Ch.34 One-line Electrical diagram Completed] IN/A N/A ✓❑ S ❑ 136h N1104.1 Lighting plan CompletedEl E1 & E2 75%of Lighting fixtures must have high efficiency N/A 1:1 s ❑ lamps Residential Submission Development Worksheet Page 10 of 13 September 1,2018 G2415 Fuel Gas Piping Installation Completed❑ N/A N/A ✓❑ Ij s ❑ r 10/16/20490 Gas shutoff valves Completed❑ N/A {' NSA El DCh.26 L1PL2, SU1 & astem Completed Q R306.3 General Plumbing Requirements N/A ❑ SU2 R306.4 s ❑ P2603.2CompletedQ PL1 & PL2 Drilling and notching ofwood- N/A Elframed structure s E]85a Ch.27 Completed PN Plumbing Fixture Requirements N/A ❑ s ❑ M2005 Completed[] ON-SITE Ch.28 Water heaters N/A ❑ s 0 P2803.2 Completed[] ON-SITE Water Heater Temperature Control N/A ❑ s 0 135c Provide line drawings of water supply CompletedE] PL1, PL2, SU1 & ❑ 135dN/A 5d and DWV plumbing system. s ❑ SU2 B5b P2906 Identify Water Supply and DWV plumbing sizes and Completed E] PL1, PL2, Sul & P3002 materials NSA � SU2 Ch.29 Water Supply and Distribution Requirements Completed PL1, PL2, Sul & N/A SU2 s ❑ 135a P2903 Provide Fixture units,size of water supply piping CompletedE] PL1, PL2, SU1 & P2903 7 (3/4"min.) NSA 0 SU2 135b P3005.2 Provide Drainage Piping Cleanout requirements Completed ✓❑❑ PL1 & PL2 N/A S ❑ B5b Ch.31 Vent System Requirements CompleetedEl PL1 & PL2 El s ❑ P3103.1 Roof extension vent terminal and flashing&sealing Completed❑ ON-SITE P3103.3 N/A ❑ s 0 P3103.2 Frost closure requirement for Vent Piping compleetedE] ON-SITE s P3103.5 Vent terminal locations cempleetedE] ON-SITE NIA Q s E] P3108 Wet venting provided CampletedE] PL1 & PL2 N/A S ❑ P3109 Waste stack vent location Completed E]ON-SITE N/A S ✓❑ P3110 Circuit venting requirements CompletedQ PL1 & PL2 N/A ❑ S ❑ Residential Submission Development Worksheet Page 9 of 13 September 1,2018 Heating System Completed❑ ON-SITE 64a Circle one: Hot Water BBD Electric BBD Forced Air N/A El✓ s 0 11 Verifie I by N1103.3.3 HVAC load sizing per ACCA Manual J with equipment Completed❑ ON-SITE 0/1 1 to comply with ACCA Manual S provided(Heat loss N/A 11 S El WDerived per ACCA Manual"J",and equipment spec by Manual "' "S")Heat Loss Calc provided nte Ch.21 Hydronic Piping requirements CompietedEl ON-SITE N/4 s ✓❑ Bog Ch.15 Exhaust systems Com`pleeted❑❑ N2 s � B4h M1502 Clothes dryer exhaust termination,Installation, Completed[]❑ =-SITE material and duct length "/4 ,.., s 0 64h M1503 Microwave and Range hood material,rate and Completed ✓❑❑ E1 M1504 location of exhaust N/A s ❑ 64h M1505 Overhead exhaust hoods for open-top broiler unit Completed ✓❑ E1 N/A ❑ s ❑ 64h M1506 Exhaust ducts and openings CompletedEl E1 & E2 N/4 ❑ S ❑ 134e M1507 Mechanical ventilation Completed ON-SITE N/.4 El S ✓❑ N1103.6 Whole house ventilation required Completed E1 & E2 B4 Table Provide fan capacity,location and external air draw NSA El El location Indicate outdoor makeup air. Ch. 16 Duct systems requirements Completed[] N/A 137i(d) N/A ElEl M1601 Duct construction,materials and installation Completed[] N/A ) B7i(d provide Manual D design for duct sizing N/A ✓ s ❑ M1602 Return air requirements Completed❑ N/A N/A ✓❑ s ❑ 67g M1701 Combustion air requirements Completed[] N/A N/A ❑ S ❑ Ch.24 Fuel Gas Requirements Completed[] N/A N/A ✓❑ s ❑ 64a G2406 Fuel Gas Appliance locations Completed❑ N/A N/.4 ✓❑ s ❑ B7g G2407 Combustion,ventilation and dilution air for Completed❑ nJ/A Mechanical Equipment N/A 0 s ❑ 64i G2408 Fuel Gas Equipment&appliance installation Completed[] N/A clearances N/A ❑✓s ❑ G2413 Fuel Gas Pipe sizing and Materials Completed❑ N/A GN/A EI 2414 S ❑ Residential Submission Development Worksheet Page 8 of 13 September 1,2018 R312 1.3 Guards-Size of openings Completed ON-SITE B2b N/A ❑ s ❑ R313 Automatic Sprinkler Systems Completed❑ N/A (2017 UCS) (Habitable attics2•Three stories above grade plane- N/A 0 132f2f One&Two-Family Dwellings&Townhouses)Identify s type of system R313 Provide hydraulic calculations and a layout showing Completed E] N/A B2f 2017 UCS N/A ❑ ( ) sprinkler head locations 5 ❑ R313Completed❑ N/A Provide complete system diagram and submit 132f 2017 UCS N/A 0 ( ) equipment specifications s ❑ R316 Foam Plastic Insulation Completed❑ N/A 0 S ❑ 132a R302 Dwelling Unit Separation-Fire Resistant Construction Completed❑ N/A N/A ❑✓ s ❑ R302.3 One-hour Fire Separation for Two-Family Structure Completed❑ EN/A 132a (M � (M hr.with NFPA 13 sprinkler system) S ❑ R302.1 Completed✓❑ SITE MAP A13 ;,,, Minimum Fire Separation Distances N/A ❑ s ❑ 132a R302.2 Townhouse Requirements—Fire Resistant Wall Completed[] N/A Construction N/4 El 5E] R302.2.3 Townhouse-Parapet construction,or alternatively, Completed[I nJ/A where fire rated construction exceptions are met N/A 0 s ❑ B2a R302.2.4 Townhouse-Structural independence Completed❑ N/A N/A ✓❑ S ❑ R302.3 Two-Family Construction Completed[] N/A 1-hour separation per 302.2, N/A 0 s El132a or alternatively,where fire rated construction exceptions are met M1303 Labeling of installed appliances Completed✓e N2 134a N/A s El134hM1306 Clearances from combustible construction Compieted� FP1 N/A 5 F1134a Ch.14 Heating&cooling equipment completed ON-SITE N/4 s ✓❑ 2 R313.1 Automatic fire sprinkler systems.An automatic residential fire sprinkler system designed and Installed in accordance with Section P2904 or NFPA 13D shall be provided throughout all one-and two-family dwellings and townhouses when such dwelling or townhouse has a height of- 1.three stories above grade plane,or Verified by 2.two stories above grade plane and a habitable attic, or 3.three stories above grade plane and a habitable attic. 10/16/2019 114 rIIINC Residential Submission Development Worksheet P Derived from iVYD05 Page 7 of 13 September 1,2018 approved building system Bli Exterior window and door installation and flashing Completed0 FLA1 R609 N/A ❑ s ❑ B1l Performance of windows Completed[D N2 Verified h R609.2 N/A ❑ s ❑ Testing and labeling Completed ✓❑ N2 R609.3 NIA ❑ Derived from s El approved bu ding system Completed❑✓ N2 Wind-borne Debris Protection R609.6 N/A ❑ S ❑ 132e Protection of Openings Completed ✓❑ n12 R301.2.1.2 N/A ❑ s ❑ R609.7 Anchorage of windows and doors and Mullions Completed❑✓❑ N1 N/A R609.8 s El Window fall protection Completed ✓❑ N2 R312.2 N/A ❑ s ❑ R311.7.6 Landings completedON-SITE R311.3 N/A E] s 0 132a R311.8 Ramps Completed El N/A N/A S ❑ 132a R311.7 Stairs Completed SD1 N/4 s Cl 132b R311.7.1 36"clear width Completed[D FP1 N/A ❑ s ❑ B2b R311.7.5.1 Min.Tread depth=9" Completed FP1, FP2 & SD1 N/A R311.7.5.2 Max.riser height=8 1/4" s 1:1(2017 UCS} B2b R311.7.2 Min.head clearance=6'-8" Completed ✓❑ SD1 N/A E]5 ❑ 132b R311.7.8 Handrails Completed ON-SITE N/4 El S ❑ B2b R311.7.8.1Handrail Height Completed❑✓ ON-SITE N/4 ❑ 34"to 38"with 4 or more risers s ❑ R311 7.5.2.1 Winder tread Completed❑ N/A N/4 ❑✓ 132b R311.7.10 1 Spiral Stairs s ❑ R311.7.10.2 Bulkhead enclosure stairs (not permitted as means of egress from a story) 132b R303.7 Interior Stairway illumination CompletedE] E1 & E2 N/A ❑ s ❑ R312 Guards Completed ON-SITE B2b ..... N/A ❑ —1. s ❑ 132b R312.1.1 Guards required with floor surfaces more than 30" Completed ON-SITE above floor below N/A s ❑ Residential Submission Development Worksheet Page 6 of 13 September 1,2018 B2c Flame Spread Classification not greater than 200 for Completed N1 R302 9 Wall and Ceding Finishes N/A El I Nf s ❑ Fire blocking Completed E] N/A E]i S Eli Mill Derived fro NYD Completed[] ON-SITE approved ilding�system Floor protection:Gypsum or equal protection of N/A ❑ R302 13 underside of floors Including those over basement s areas B1j R408 Under floor space ventilation and access SITE 61f Exterior Covering Completed ✓❑ DESCRIPTION R703 Include materials and fastening for each N/A OF MATERIALS S El Solar Energy Systems Completed N/A R324 Show Access Roof limit and calculation as defined in "/A El S ❑ the 2017 Uniform Code Supplement Bad R802 Roof structure and Roof ventilation Completed❑✓ FP1 & FP2 N/A ❑ R806 2 s ❑ B1e Attic access location Completed FP2 R807 N/A ❑ s ❑ Blf Roof Exterior Coverings Completed ✓❑ X1 Ch.9 Attachment of roof covering and underlayment "/A El s ❑ provided Completed ✓❑ X1 B2a R902 Fire Classification of Roof Assemblies N/A ❑ S ❑ Bid Weather Protection Completed El X1 R903 N/A � S B1f R905.1 General requirements completed0 X1 Fig Ice shield underlayment provided "/A Els ❑ R301.2(7) B1f Asphalt Shingles completed X1 R905.2 N/A •• s ❑ B1i Door and Window Schedule compleAtedE] FP1, FP2 & N2 El Notes 1.Window pressure and Windborne debris are s ❑ R308 separate requirements R310 2 Show dimensions complying with R311 emergency escape and rescue requirements. R312 1 exit per dwelling unit,side hinged&3'x6'-8" 3 Address fall protection in accordance with R312.2 Window fall protection Safety glazing locations Completed ✓❑ FPI & FP2 R308.4 N/A ❑ S ❑ Skylights/sloped glazing Completed❑ N/A R308.6 N/A 0 S ❑ Residential Submission Development Worksheet Page 5 of 13 September 1,2018 Verified by R304 Room Size Coro leeted[a FP1 & FP2 One room a min.of 120 SF s ❑ inva 10/16/2019 70 SF for other rooms 7-foot min.horizontal dimension tj 11 \111-1 Derived fr m NYDOS R320 Accessibility:Guestrooms.A dwelling with guestrooms Completed❑ N/A approved buildingstem shall comply with Chapter 11 of the IBC for Group R-3 N/A B5a Fixture requirements Completed 0 N2, PL1 & PL2 R306 (See 2017 Uniform Code Supplement for updated N/A ❑ Ch.27 plumbing fixture flow requirements) ❑ B5d R307 Fixture spacing Completed 0 FP1 & FP2 P2705.1 N/A s ❑ B4a M1401.1 Range and Oven Clearances Completed0 FP1 N/A Els ❑ B41 Factory-built fireplaces Completed[:] N/A R1004 N/A 0 s ❑ 134i Hearth extension Completed[] N/A R1004.2 N/A 0 s ❑ Decorative shrouds Completed❑ N/A R1004.3 N/A 0 S ❑ B4i Unvented gas log heaters Completed❑ N/A R1004 4 N/A 0 s ii B4i Fireplace Completed E] N/A R1004.5 Fireplace doors at Factory Built Fireplaces are not to N/A 0 s ❑ R1102.4.2 be installed,EXCEPT where specifically tested,listed and Labeled for use in accordance with UL 127. 134i Factory Built Chimneys Completed❑ N/A R1005 N/A 0 SE:] Exterior air supply Completed❑ ON-SITE 134e 81006 N/A ❑ S 0 62a Garage Separation Completed E] N/A 8302.5 Identify wall construction and opening protectives N/A p S TableEl 8302.6 Identify limitation on use of Adhesive only attachment ' of Gypsum wallboard Floors and landings at exterior doors Completed El R311.3 N/A Els E361c Cross Sections—one per roof type/design Completed X1 8305.1 And dimension telling heights N/A El s ❑ B1d Interior Covering Completed ✓❑ X1 Big 8702 NSA ❑❑ Gypsum Board on walls and ceilings:Identify Completed ✓❑ X1 R702.3.5 limitation on use of Adhesive only attachment of N/A ❑ s Gypsum wallboard El Residential Submission Development Worksheet Page 4 of 13 September 1,2018 Al2 Identify building construction type Completed ✓❑ N/A ❑ N1 s ❑ Verified by 10/16/2019 114 rp SNC- Derived from NYDOS approved building system Section B - Required Drawing Details Reference Code Submission Requirement Response Drawing sheet or to Section page number where Doc. requirement is Guidelines addressed Blb R305.1 Elevations Completed❑✓ ELV1-4 R310 Identify egress windows and telling heights,height of N/A ❑ stories above finished grade' S ❑ Blb Height of Building(ft.)= 25's6" Completed ELV4 (Grade to peak) N/A s ❑ Ch.10 Chimneys and vents Completed❑ N/A Ch.18 N/A 0 S ❑ Ch.24 Blb R310 Floor Plan(s) Completed El FP1 & F Identify egress windows N/A El s ❑ Blb Habitable Attic requirements Completed❑ N/A Provide egress window N/A s ❑ Provide 13D Domestic Fire Sprinkler throughout dwelling R301.2.1.1.1 Sunroom—where sunrooms are an option,show Completed❑ N/A compliance with the required provisions N/A S ❑ R303 Light and Ventilation Completed❑✓ FP1, FP2 & N2 Identify this information for each habitable room and N/A ❑ on the window schedule for each window/door s ❑ l STORY ABOVE GRADE PLANE. Any story having its finished floor surface entirely above grade plane,or in which the finished surface of the floor next above is any of the following: 1.More than 6 feet(1829 mm) above grade plane. 2.More than 6 feet(1829 mm)above the finished ground level for more than 50 percent of the total bui Iding perimeter. 3.More than 12 feet(3658 mm)above the finished ground level at any point. Residential Submission Development Worksheet Page 3 of 13 September 1,2018 A9 Cover sheet Indicates the project name,complete CompletedE] CS address and county "/A ❑ S ❑ Verlfie I by Al2 Cover sheet Identifies the climate zone and energy Completed ✓❑ RESCheck 1011 12{)19 testing agency and contact information s"/A E]❑ Derived am NYDOS Cover sheet Identifies the use and occupancy Completed❑✓ N1 NIA approve I building system classifications ❑ s ❑ Al2 R301.1.4 Cover sheet identifies the seismic design category Completed N1 and wind exposure category N/A s ❑ Al2 Drawing Organization:Categorize"R"Occupancy In Completed r❑ N1 One-family,Two-family,or Townhouse N/A ❑ s A13 R302 For Multiple Family Dwellings and Commercial Completed N/A Construction,provide plot plan showing the building "/A s ❑ on the site,lot line dimensions and grade elevations Al2 R301.2.1 Cover sheet identifies the ground snow load,wind CompletedQ R301.2.1 1 speed,address special wind regions NA ❑ N1 s ❑ R301.2.1 5 1 (Special wind regions are addressed on a case by case basis),live and dead loads Al2 R101.2 R Occupancies-Use and Occupancy Completed[D N1 Circle One One-Fa ily Two- ily Tow use "/A ❑ s ❑ Al2 Ch.2,Story Indicate Number of Stories= zsTonles Completed N1 Definition Story Above Grade Plane as defined in 2017 UCS N/A ❑ s ❑ A3 3"x6"clear space box provided for DOS/3,d party Completed ✓❑ ALL approval stamp in the same location on all pages of N/A ❑ the plan set s ❑ A2 Manufacturer's Information provided Completed❑✓ CS (name,address and phone number) N/A ❑ s ❑ B7 Identify the agency and contact information Completed❑ ON-SITE responsible for energy compliance completion on N/A S ❑ site,in manufacturing Facility,or both Al Acknowledge submission to NYSDOS with hard CompletedEl ALL copies,electronic files with application and filing fee NIA El s ❑ A9 Cover sheet to identify Codes used for compliance. Completed ✓❑ N1 N/A ❑ s ❑ AS Identify ALL components and/or systems that are to Completed❑� N 1 1311 be installed on-site by others that are not part ofthis rv/n ❑ s ❑ approval. Al2 Identify roof truss type and locate truss signage for completed ✓❑ FAS1, 2 & 63b structure N/A TRUSS PAGES A13 Identify Flood Plain requirements per R322 Completed❑ N/A N/A ❑✓ 5 ❑ Al2 Identify building square footage by floor and total completed E] N1 N/A ❑ s ❑ Residential Submission Development Worksheet Page 2 of 13 September 1,2018 STATE OF NEW YORK ANDREW M. CUOMO DEPARTMENT OF STATE GOVERNOR ONE COMMERCE PLAZA ROSSANA ROSADO 99 WASHINGTON AVENUE SECRETARY OF STATE ALBANY,NY 12231-0001 WWW.DOS.NY.GOV THIRD PARTY MODULAR REVIEW RESIDENTIAL SUBMISSION DEVELOPMENT WORKSHEET BASED UPON THE 2016 NEW YORK STATE UNIFORM CODE AND 2016 NYS UNIFORM CODE SUPPLEMENT, 2015 INTERNATIONAL RESIDENTIAL CODE, 2015 INTERNATIONAL ENERGY CONSERVATION CODE,2016 NYS SUPPLEMENT TO THE ENERGY CONSERVATION CODE AND THE 2014 NATIONAL ELECTRICAL CODE TO BE COMPLETED BYTHE MANUFACTURER Manufacturer: [Ritz Craft Corporation Project Name & Project Number: 11-itch-Co#2494019 Address: 275 Reservoir Ave. City/Town/Village: IFisherisland Zip Code: ossso This worksheet is based upon the Documentation Guidelines for Factory Manufactured (Modular) Building Approval dated August 1,2018 prepared for the Residential Third Party Modular Review. This completed worksheet shall accompany each project submitted as part of the Residential Modular Program. This worksheet is provided for general guidance in preparing a satisfactory application for approval only. This is not intended to serve as a complete checklist leading to compliance with the Uniform Fire Prevention and Building Code. Note that the worksheets are in a tabular format and are divided into five columns as shown below. A description of each column is given in the second row, below the column header. The Response three options to check are: • Completed (Completed in the factory) • N/A(the requirement is not applicable to the project or factory provided.) • 5(the requirement is to be completed as onsite construction, provided by the factory) Section A - General Requirements Worksheet Reference to Code Submission Requirement Response Drawing sheet or Doc. Section page number Guidelines where requirement is addressed A7 A complete calculations manual Completed0 CS & CALCS Include index with all pages required for complete NSA 0 MANUAL PAGES set A6 Drawings indicate the location of the NYS Insignia of CompletedQ CS &FP1 Approval,Manuf. Data Plate and 3rd Party Inspection N/A ❑ Agency labels s Al Cover Sheet identifies the design professional's Completed Q CS name,address and contact information. List 3,d Party N/A ❑ Inspection Agency with address s ❑ A10 Cover sheet has an index for the entire drawings set Completed[D CS (Be sure all pages required for a complete set are N/A ❑ s ❑ listed) Residential Submission Development Worksheet Pagel of 13 September 1,2018 Headers- (1) 1.5"x7.25" LVL Headers CD=1.15- Delta LL=L/240 SECTION 6-1 SHEET 6.5.12 CALCULATED BY DB DATE 4/16/2015 REVISED Header Type: (1) 1.5" x 7.25" LVL per box deltaLL = L/240 CD = 1.15 deltaTL = L/180 Shear Length, Moment Deflection Live Deflection Total Max Max Load (plf) Lv(in) Length, LM (in) Load (80%TL) Load Length, Allowable Allowable Length, LdeltaLL (In) LdeltaTL (In) Length (in) Length (ft) 100 584.8 206.7 166.0 169.6 166.0 13.8 150 394.7 168.8 145.0 148.2 145.0 12.1 200 299.6 146.2 131.7 134.6 131.7 11.0 250 242.6 130.7 122.3 125.0 122.3 10.2 300 204.6 119.3 115.1 117.6 115.1 9.6 350 1774 110.5 109.3 111.7 109.3 9.1 400 157.1 103.3 104.6 106.8 103.3 8.6 450 141.2 97.4 100.5 102.7 97.4 8.1 500 128.6 92.4 97.1 99.2 92.4 7.7 550 118.2 88.1 94.0 96.1 88.1 7.3 600 109.5 84.4 913 93.3 7.0 84.4 ..... .... ........... :.. . . ..:..::::::::.::. ...- -...- 650 102.2 81.1 88.9 90.9 81.1 6.8 700 96.0 78.1 86.8 88.7 78.1 6.5 750 90.5 75.5 84.8 86.6 75.5 6.3 800 85.8 73.1 83.0 84.8 73.1 6.1 850 81.6 70.9 81.3 83.1 70.9 5.9 900 77.9 68.9 79.8 81.5 68.9 5.7 950 74.5 67.1 78.4 80.1 67.1 5.6 1000 71.5 65.4 77.0 78.7 65.4 5.4 1050 68.8 63.8 75.8 77.4 63.8 5.3 1100 66.3 62.3 74.6 76.3 62.3 5.2 1150 64.1 61.0 73.5 75.1 61.0 5.1 1200 62.0 59.7 72.5 74.1 59.7 5.0 1250 60.1 58.5 71.5 73.1 58.5 4.9 1300 58.4 57.3 70.6 72.1 57.3 4.8 1350 56.7 56.3 69.7 71.2 56.3 4.7 1400 55.2 55.2 68.9 70.4 55.2 4.6 1450 53.8 54.3 68.1 69.5 53.8 4.5 1500 52.5 53.4 67.3 68.8 52.5 4.4 Notes: 1• Headers are designed for a maximum live load deflection of L/240 and total load deflection of L/180. See door/window manufacturer's specifications for additional requirements. Verified by 10/16/2019 NC Derived from NYDOS approved building system Headers- (1) 2x8 SPF#2-CD=1.15- Delta LL=L/240 SECTION 6-1 SHEET 6.3.12 CALCULATED BY DB DATE 4/16/2015 REVISED Header Type (1) 2x8 SPF No.1/No.2 per box deltaLL = L/240 CD = 1.15 deltaTL = L/180 Shear Length, Moment Deflection Live Deflection Total Max Max Load (plf) Lv (in) Length, LM (in) Load (80%TL) Load Length, Allowable Allowable Length, Ld.It.LL (in) Ld.1t.TL (In) Length (in) Length (ft) 100 284.6 123.4 147.4 150.6 123.4 10.3 150 194.6 100.8 128.7 131.5 100.8 8.4 200 149.6 873 117.0 119.5 87.3 7.3 250 122.6 78.1 108.6 111.0 78.1 6.5 300 104.5 71.3 102.2 104.4 .. .. .......... .......... . ...71:3...... . ... ...... 5.9. ....... 350 91.7 66.0 97.1 99.2 66.0 5.5 400 82.0 61.7 92.8 94.9 61.7 5.1 450 74.5 58.2 89.3 91.2 58.2 4.8 500 68.5 55.2 86.2 88.1 55.2 4.6 550 63.6 526 835 85.3 52.64.4 600 I 59.5 ( 50.4 I 81.1 I- < 82.9....:..........I...:...I .......... ..................� .. .:........ ------------ E. 650 56.1 48.4 79.0 80.7 48.4 4.0 700 53.1 46.6 77.0 78.7 46.6 3.9 750 50.5 45.1 75.3 76.9 45.1 3.8 800 48.3 43.6 73.7 75.3 43.6 3.6 850 46.3 42.3 72.2 73.8 42.3 3.5 900 44.5 41.1 70.9 72.4 41.1 3.4 950 42.9 40.0 69.6 71.1 40.0 3.3 1000 41.5 39.0 68.4 69.9 39.0 3.3 1050 40.2 381 67.3 68.8 38.1 3.2 1100 39.1 37.2 66.3 67.7 37.2 3.1 1150 38.0 36.4 65.3 66.7 36.4 3.0 1200 37.0 35.6 64.4 65.8 35.6 3.0 1250 36.1 34.9 63.5 64.9 34.9 2.9 1300 35.3 34.2 62.7 64.0 34.2 2.9 1350 34.5 33.6 61.9 63.2 33.6 2.8 1400 33.8 33.0 61.1 62.5 33.0 2.7 1450 33.1 32.4 60.4 618 32.4 2.7 1500 32.5 31.9 59.8 61.1 31.9 2.7 Notes: 1• Headers are designed for a maximum live load deflection of L/240 and total load deflection of L/180. See door/window manufacturer's specifications for additional requirements. Verified by 10/16/2019 Derived from NYDOS approved budding system Headers- (1)2x6 SPF#2-CD=1.15- Delta LL=L/240 SECTION 6-1 SHEET 6.3.6 CALCULATED BY DB DATE 4/16/2015 REVISED Header Type (1) 2x6 SPF No.1/No.2 per box deltaLL = L/240 CD = 1.15 deltaTL = L/180 Length, Moment Deflection Live Deflection Total Max Max Shear /o Load (pif) L„Le(inLength, en(in) Load (80 TL) Load Length, Allowable Allowable Length, Ld.ItaLL(in) LdeltaTL (in) Length (in) Length (ft) 100 215.9 97.5 111.8 114.2 97.5 8.1 150 147.6 79.6 97.7 99.8 79.6 6.6 200 113.5 68.9 88.7 90.7 68.9 5.7 250 93.0 61.6 82.4 84.2 61.6 5.1 300. .. 1............79.3 ...... I 56.3...........1 .. . 77:5. ...........1.........:::.:..79.2 . .........1... .1.:........56.3.. � . 4.7........... 350 69.6 52.1 73.6 75.2 52.1 4.3 400 62.2 48.7 70.4 72.0 48.7 4.1 450 56.5 45.9 67.7 69.2 45.9 3.8 500 52.0 43.6 65.4 66.8 43.6 3.6 550 48.3 41.6 63.3 64.7 41.6 3.5 600 45.2 39.8 61.5 62.9 39.8 3.3 650 42.5 38.2 59.9 61.2 38.2 3.2 700 40.3 36.8 58.4 59.7 36.8 3.1 750 38.3 35.6 57.1 58.4 35.6 3.0 800 36.6 34.5 55.9 57.1 34.5 2.9 850 35.1 33.4 54.8 56.0 33.4 2.8 900 33.8 32.5 53.7 54.9 32.5 2.7 950 326 31.6 52.8 53.9 31.6 2.6 1000 31.5 30.8 51.9 53.0 30.8 2.6 1050 30.5 30.1 51.1 52.2 30.1 2.5 1100 29.6 29.4 50.3 51.4 29.4 2.4 1150 28.8 28.7 49.5 50.6 28.7 2.4 1200 28.1 28.1 48.8 49.9 28.1 2.3 1250 27.4 27.6 48.2 49.2 27.4 2.3 1300 26.8 27.0 47.5 48.6 26.8 2.2 1350 26.2 26.5 47.0 48.0 26.2 2.2 1400 25.6 260 46.4 47.4 25.6 2.1 1450 25.1 25.6 45.8 46.8 25.1 2.1 1500 1 24.7 1 25.2 1 45.3 1 46.3 24.7 2.1 Notes: 1• Headers are designed for a maximum live load deflection of L/240 and total load deflection of L/180. See door/window manufacturer's specifications for additional requirements. Verified by 10/16/2019 114 rr,I t- N Derived from NYDOS approved building system Headers- (1) 1.5"x9.25" LVL- CD=1.00- Delta LL=L/360 SECTION 6-1 SHEET 6.2.84 CALCULATED BY DB DATE 4/16/2015 REVISED Header Type: (1) 1.5" x 9.25" LVL per box deltaLL = L/360 CD = 1.00 deltaTL = L/240 Shear Length, Moment Deflection Live Deflection Total Max Max Load (plf) L„ (In) Length, LM (in) Load (80%TL) Load Length, Allowable Allowable Length, LdeltaLL (in) LdeltaTL (In) Length (in) Length (ft) 100 651.2 241.9 185.0 196.6 185.0 15.4 150 440.3 197.5 161.6 171.7 161.6 13.5 200 334.9 171.0 146.8 156.0 146.8 12.2 250 271.6 153.0 136.3 144.9 136.3 11.4 300 229.4 139.6 128.3 136.3 128.3 10.7 350 199.3 129.3 121.8 129.5 121.8 10.2 400 176.7 120.9 116.5 123.8 116.5 9.7 450 159.1 114.0 112.1 119.1 112.1 9.3 500 145.0 108.2 108.2 115.0 108.2 9.0 550 133.5 103.1 104.8 111.4 103.1 8.6, 600 124.0 98.7 101.8 108.2 98.7 8.2 :==,:................ ............ ..::: === ::•:::. .,: 650 115.8 94.9 99.1 105.3 ..;: .. ... .......... ... . ......� 94.9. . ...... ......7,9. .... ;. 700 108.91 . 91.4 96.7 102.8 91.4 7.6 750 102.9 88.3 94.5 100.4 88.3 7.4 800 97.6 85.5 92.5 98.3 85.5 7.1 850 92.9 83.0 90.6 96.3 83.0 6.9 900 88.8 80.6 88.9 94.5 80.6 6.7 950 85.1 78.5 87.4 92.8 78.5 6.5 I....:-.-1000 . -1 81:8. � 76.5 ----- -...... • ................85.9 I ..............91.2... I I 76-.5...-.. -. ( -----6.4 1050 78.8 74.6 84.5 89.8 74.6 6.2 1100 76.0 72.9 83.2 88.4 72.9 6.1 1150 73.5 71.3 82.0 87.1 71.3 5.9 1200 71.2 69.8 80.8 85.9 69.8 5.8 1250 69.1 68.4 79.7 84.7 68.4 5.7 1300 67.2 67.1 78.7 83.6 67.1 5.6 1350 65.4 65.8 77.7 82.6 65.4 5.4 1400 63.7 64.6 76.8 81.6 63.7 5.3 1450 62.1 63.5 75.9 80.6 62.1 5.2 1500 60.7 62.5 75.0 79.7 60.7 5.1 Notes: 1• Headers are designed for a maximum live load deflection of L/360 and total load deflection of L/240. See door/window manufacturer's specifications for additional requirements. Verified by 10/16/2019 �Nt Derived from NYDOS approved building system Headers- (1)2x10 SPF#2 - CD=1.00- Delta LL=L/360 SECTION 6-1 SHEET 6.0.48 CALCULATED BY DB DATE 4/16/2015 REVISED Header Type (1) 2x10 SPF No.1/No.2 per box deltaLL = L/360 CD = 1.00 deltaTL = L/240 Shear Length, Moment Deflection Live Deflection Total Max Max o Load (pif) L„(in) Length, LM (in) Load (80%TL) Load Length, Allowable Allowable Length, LdeltaLL (in) LdeltaTL (in) Length (in) Length (ft) 100 318.2 140.6 164.3 1746 140.6 11.7 150 218.3 114.8 143.5 152.5 114.8 9.6 200 168.4 99.4 130.4 138.5 99.4 8.3 250 138.4 88.9 121.0 1286 88.9 7.4 300 118.4 81.2 113.9 121 0 81.2 6.8 350 104.1 75.1 108.2 115.0 75.1 6.3 400 93.4 70.3 103.5 110.0 70.3 5.9 450 85.1 66.3 99.5 105.7 66.3 5.5 500 78.4 62.9 96.1 102.1 62.9 5.2 550 73.0 59.9 93.1 98.9 59.9 5.0 600 68.5 57.4 90.4 96.1 57.4 4.8 650 646 55.1 88.0 93.5 55.1 4.6 700 61.3 53.1 85.9 91.2 53.1 4.4 750 58.5 51.3 83.9 89.2 51.3 4.3 800 56.0 497 82.1 87.3 49.7 4.1 850 53.8 48.2 80.5 85.5 48.2 4.0 900 51.8 46.9 79.0 83.9 46.9 3.9 950 500 45.6 77.6 82.4 45.6 3.8 1000 48.5 44.5 76.2 81.0 44.5 3.7 ...... 1050 '"470 ' ' 43 4 75.0 79.7 43.4 3.6 1100 45.7 42.4 73.9 78.5 42.4 3.5 1150 44.6 41.5 72.8 77.3 41.5 3.5 1200 43.5 40.6 71.7 76.2 40.6 3.4 1250 42.5 39.8 70.8 75.2 39.8 3.3 1300 41.6 39.0 69.9 74.2 39.0 3.2 1350 40.7 38.3 69.0 73.3 38.3 3.2 1400 39.9 37.6 68.2 72.4 37.6 3.1 1450 39.2 36.9 67.4 71.6 36.9 3.1 1500 38.5 36.3 66.6 70.8 36.3 3.0 Notes: 1• Headers are designed for a maximum live load deflection of L/360 and total load deflection of L/240 See door/window manufacturer's specifications for additional requirements. Verified by 10/1612019 e INC Derived from NYDOS approved building system Job Truss MFG Customer 98038 CCB80922 212 RITZ-CRAFT The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering sea[is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 0 MA p X, 4 V N2 0 F.VIN M & A K -W� RR OA + Z D �A W 2, 5, r,,v 40� t 0 N a"04w, 0, QIK P, rY A AO� J., ,,-z.1w 0" 0 okl A x 0 F — V, CD V 4rC1 n. Kt 1 N 0 000 T S EAL i IM V' FREEMAN V 5 E-6532-9 Z iA .4 ytga T) T 141 N ,14;14 tiolt", It OHM I -$-LEY Ne* �4 OF P k --------------------------- "0 01 -------------------------- A 49 FREEMAN AC;.0 FA"' KEM W, 7445) -41 e- - I.:" A.-- 7­­ 7, (P' zov % o, NA, e JW R NO, OP TE 3,z", 1, 1'".AA *+44W Stst E,Y* A�l N Ov V AN %X % Verified by L* 10/16/2019 *3 P -K 'm�,_v r A -INC- V�0 X 'A. 9A I� Derived from NYDOS � N approved building system Cz Corporate Engineering 2801 East Belthne,NE Grand Rapids,MI 49525-9736 (616) 364-6161 Fax(616) 365-0060 Job Truss Truss Type Qty' Ply �Rltz-Craft 212 98038 CCB80922 HINGEDATTIC 1 Universal Forest P(�gqducts Inc,Grand Rapids,MI 49525,Mike Patten 8 220 a Aug 13 2018 MiTek Industries,Inc Thu Aug 15 16 27 34 2019 Page 2 of 2 Copyright V2019 Universal Forest Products, Inc.All Rights Reserved 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 851 Ib uplift anoint 1,132 Ib uplift atjolnt 15,321 Ib uplift atjolnt 13,376 Ib uplift atjolnt 16 and 221 Ib uplift at joint 19 14)Fixity of members 7-8,4-19 have been changed 15)NA 16)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)257 Ib down and 238 Ib up and 269 Ib right at 8-4-0,101 Ib down and 112 Ib up at 0-8-0,100 Ib down and 112 Ib up at 2-0-0,100 Ib down and 112 Ib up at 3-4-0,100 Ib down and 112 Ib up at 4-8-0,and 100 Ib down and 112 Ib up at 6-0-0,and 100 Ib down and 112 Ib up at 7-4-0 on top chord The design/selection of such connection device(s)is the responsibility of others 18)Attic room checked for U360 deflection 19)This truss is designed in accordance with the 2012 IBC Sec 2306 1 and referenced standard ANSI/rPI 1 20)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service 21)The field-installed members are an Integral part of the truss design Retain a design professional to specify final field connections and temporary supports All field-installed members must be properly fastened prior to applying any loading to the truss This design anticipates the final set position Verified by 10/16/2019 INC- Derived from NYDOS approved building system The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee A WARNING - Verify design parameters and READ NOTES Universal Forest Products,Inc 2801 EAST BELTLINE RD,NE PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design Builder responsibilities are defined under TP11 This design is based only upon parameters shown,and is for •+ - an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building �'n designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction r•+::•..r; '' is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding }' s fabncati on,quality control,storage,delivery,erect on and bracing,consult BCSI 1-06 from the Wood Tru ss Council of Am an ca and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 63719 J\support\MitekSupp\templatesWfp tpe Job �CEI380922 Truss Type =,'Y Ply Ritz-Craft 212 Job HINGED ATTIC 2 Universal Forest PAducts Inc,Grand Rapids,MI 49525,Mike Patten 8 220 a Aug 13 2018 MiTek Industnes,Inc Thu Aug 15 16 27 34 2019 Page 1 of 2 Copyrigl1tV2019 Universal Forest Products, Inc.All Rights Reserved 1-1-1 4-5-11 7-11-0 6-8-12 6-9-12 /S7q&O S03 0.3;0 Girder truss for 4-0-0(max) fi W rough dormer opening 6 7 8 11- 0 3' 4 21 12 `O� W 9 10 • 2-tl1-10 2x4 Standard truss CC880920 6 I � Cut truss CCB80921 T SM118K 7912 See 27 20 Ssf Collar Detail(each face) a Note 2x4 // o SMH18D 15 R 12 c9 7 13 12 00 12 2 4 d B2 I 5 26 19 15 14 = ^ h 5 5x7 4x6 v otic 2x3\ 3 0-3-0 13-5-0 Verified by r 234 `4 ON101 tI i.P 1 d b o 25 II 22 21 7-8-0 40 psf BCLL , 2 2 i Derived from NYDOS 1 1 11. approved building system 0 18 17 5x6 112x5 11 2 5x4 11 16 l-0-5 0-18 , 7-8-0 6-11-12 4-5-11 6-9-12 27-1-0 Plate Offsets X 1 0-2-12,0-0-111, 3 0-2-8.0-2-41,[4 0.0-10 0-1-8 l l 0-1-4,0-1-01, 17 0-3-0,0-1-41,[18 0-3-8,0-1-01.[20 0-1-10,0-1-121 LOADING(psf) SPACING- 1-4-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 19 8*' Plate Grip DOL 1 15 TC 029 Vert(LL) 028 14 >557 240 MT20 197/144 (Ground Snow=200) Lumber DOL 115 BC 053 Vert(CT) -031 14 >506 180 MT18HS 197/144 BCDL 100 Rep Stress[nor NO WB 066 Horz(CT) -0 57 15 n/a n/a BCLL 0 0' BCDL 100 Code I BC2015frPI2014 Matrix-R Weight 313 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x6 SPF No 2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins [P] T1 2x6 SPF 1650F 1 5E,T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing BOT CHORD 2x8 SPF No 2*Except* JOINTS 1 Brace at Jt(s) 20 Bt 2x10 SP DSS WEBS 2x4 SPF Stud*Except* W4,W5 2x6 SPF No 2,W3 2x6 SPF Stud,W7 2x3 SPF Stud REACTIONS (Ib/size) 1=852/0-3-8 (min 0-1-8),15=276/Mechanical,13=395/0.3-8 (min 0.1-8),16=437/0-3-8 (min 0-1-8),19=263/Mechanical Max Horz 1=-582(LC 6) Max Upliftl=-851(LC 6),15=-132(LC 7),13=-321(LC 7),16=-376(LC 8),19=-221(LC 8) Max Gravl=852(LC 1),15=279(LC 15),13=400(LC 15),16=592(LC 2),19=263(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-21=-518/873,2-21=-572/786,2-22=-175/947,22-23=-214/877,23-24=-264/806,3-24=-306(728,3-25=-403/797,25-26=-284/718,4-26=-200/652,4-5=-171/265,5-27=-91/274,6-27=-80/28 ,6-7=-115/65,7-8=-231/251,8-9=-239/232,9-10=-271/238,10.11=-80/229,11-12=-0/112,12-13=-87/139 BOT CHORD 14-15=0/0,13-14=0/0,1-18=-9/4,17-18=-3/2,16-17=0/0 WEBS 3-17=-818/931,4-19=0/0,2-18=-198/534,6-20=-51/456,10-20=-107/402,8-20=-374/273,11-14=-365/344 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(1b)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(Ib-in) 5=154/266/215/0,6=51/456/223/0,7=225/252/248/0,8=398/273/36/0,9=240/245/228/0,10=107/402/130/0,14=365/344/0/0 NOTES- 1)2-ply truss to be connected together with 10d(0 131'x3")nails as follows Top chords connected as follows 2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc Bottom chords connected as follows 2x8-2 rows staggered at 0-9-0 oc,2x10-2 rows staggered at 0.9-0 oc Webs connected as follows 2x6-2 rows staggered at 0.9-0 oc,2x4-1 row at 0-9-0 oc,2x3-1 row at 0-9-0 oc 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated 3)Wind ASCE 7-10,Vult=152mph(3-second gust)Vasd=120mph,TCDL=6 Opsf,BCDL=6 Opsf,h=30ft,Cat II,Exp D,Enclosed,MWFRS(envelope)gable A44;� end zone,Lumber DOL=1 60 plate grip DOL=1 60 �' �� , •x'0rn 4 **TCLL ASCE 7-10,P -20 0 sf round snow,Ps=vanes min roof snow=l9 8 s see load cases,Cate or ll,Ex D,Partial) Ex Ct=1 10,IBC ; :-:r.€FI@ 9- P (9 ) ( P� 9 Y P Y P� � � 1607 11 2 minimum roof live load applied where required ? port 10 L TM 5)Roof design snow load has been reduced to account for slope 6)Unbalanced snow loads have been considered for this design � � � 3*,���� 7)All plates are MT20 plates unless otherwise indicated ,.,-•- 8)See HINGE PLATE DETAILS for plate placement ^^ ,.�-'^^^°~-w•-^^�• •.�r••• 9)Provisions must be made to prevent lateral movement of hinged member(s)during transportation 10)All additional member connections shall be provided by others for forces as indicated 11)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 12)*This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bo •ao $`���g chord and any other members "�'�� ' The professional engineering seal Indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee - -9fzeT9 ® WARNING - Verify design parameters and READ NOTES Universal Forest Products,Inc 2801 EAST BELTLINE RD,l E PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible '•' for lifting methods and system design Builder responsibilities are defined underTP11 This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vert cal ly Applicability of design parameters and proper incorp oration of component is respon si b i I ity of building designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding ' fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available "•''•"Y from WTCA,6300 Enterprise LN,Madison,WI 53719 J\support\MitekSupp\templates\ufp tpe Job Truss MFG Customer 98038 CCB80921 212 RITZ-CRAFT The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 611"t';At rj Y12to, 11- 0 C, kil 0*�S' k e ;,- '_ T4 to,a'w :xx,ovrs4, apt an z ee ,S� .1 'kX K. 4 I - 6 0 V, '0 j,<1 A Al el ' KFVIN `Nf N >; ..... ;f�- N _'x A- "U�1 1 0:11-&,-0 0 4%14 x 14 _9 ION 4 --KtVIN SEAL FREBOAN UQ1 E-65329 -,Z X 'k 0 411'silmol" Sni -SLEY ........... --------- ---------------------- A KEAN W. FREEMAN 7 LU 7445 (P ;7 Ig % ZS 'IE 12 'wt OF Verified by fr .0 NCYS02(k 7,- w 10/16/2,019 ki IN "ADerived from NYDOS V approved building system 0 ,P. 'ONM_ *iaimw Corporate Engineering 2801 East Beltline,NE Grand Rapids,M1 49525-9736 (616) 364-6161 Fax(616)365-0060 -r- — Job Truss Truss Type Qty Ply Ritz-Craft 212 98038 CCB80921 KINGPOST 1 1 Universal Forest Products Inc,Grand Rapids,MI 49525,Mike Patten 8 220 a Aug 13 2018 MiTek Industries,Inc Thu Aug 1515 53 41 2019 CopIyrightQ2019 Universal Forest Products, Inc.All Rights Reserved ' 5-8-5 1 6-8-12 6-9-12 OF3-0 1S y3 0 Cut truss for dormer opening 4 5 a 3 5 Ste ndardtruss CCB80920 6 1111 Glydertruss CCB80922 W 421112 7 2-1� 1=10 12x4 I 0 3 11 -0 7-9-12 12 00 12 6a SMH18K Collar Detail 15 14 8 2x4 ro n d o d v SMH18D 1 13 O5 9 2 10 mM B1 c d 82 = 13 12 11 3x4= 4x6 5-13,13a3'0 &7-4 6-0,12 19-2-13 Plate Offsets X 1 0-3-4 Ed e 8 0-1-4,0-1-01, 9 0-1-4,0-0-01, 10 0-1-0,0-1-151, 14 0-1-10.0-1-12] LOADING(psf) SPACING- 1-4-0 CSI DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 19 8 Plate Grip DOL 1 15 TC 048 Verl 064 11 >292 240 MT20 197/144 (Ground Snow=20 0) Lumber DOL 1 15 BC 089 Verl -0 58 11 >271 180 MT18HS 197/144 TCDL 100 Rep Stress Incr YES WB 056 Horz(CT) 0 69 10 n/a n/a BCLL 00' BCDL 100 Code IBC2015rrP12014 Matra-R Weight 69 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x6 SPF No 2'Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins IP] T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly apple BOT CHORD 2x6 SPF No 2'Except' JOINTS 1 Brace at Jt(s) 14 Verified by B2 2x8 SPF No 2 r _ WEBS 2x6 SPF No 2*Except* W2 2x4 SPF Stud,W3 2x3 SPF Stud 10/16/22019 REACTIONS (Ib/size) 1=257/0-7-0 (min 0-4-11),10=399/0-3-8 (min 0-1-8),13=41/Mechanical,12=262/Mechanical Max Horz 1=-269(LC 7) Max Upllftl=-229(LC 8),10=323(LC 8),13=-6(LC 9),12=-124(LC 8) AINC_ Derived from NYDOS Max Gravl=257(LC 1),10=399(LC 1),13=65(LC 5),12=262(LC 1) Deriveapprof building system FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-224/320,2-15=-98/288,3-15=-88/290,3-4=-113/54,4-5=-239/259,5-6=-239/235,6-7=-279/246,7-8=-71/264,8-9=-0/123,9-10=-101/159 BOT CHORD 1-13=0/0,11-12=0/0,10-11=0/0 WEBS 3-14=-53/456,7-14=-123/403,5-14=-371/374,8-11=-327/413 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)1 Maximum Tension(Ib)/Maximum Shear(Il Maximum Moment(Ib-in) 2=216/320/222/0,3=53/456/223/0,4=232/259/261/0,5=404/393/37/0,6=242/252/241/0,7=123/403/130/0,11=327/413/0/0 NOTES- 1)Wind ASCE 7-10,Vult=152mph(3-second gust)Vasd=120mph,TCDL=6 Opsf,BCDl Opsf,h=30ft,Cat II,Exp D,Enclosed,MWFRS(envelope)gable end zone and C-C Exterior(2)zone,C-C for members and forces&MWFRS for reactions shown,Lumber DOl 60 plate grip D0L=1 60 2)-TCLL ASCE 7-10,Pg=20 0 lost(ground snow),Ps=varies(min roof snow=19 8 psf)see load cases,Category II,Exp D,Partially Exp,Ct=1 10,IBC 1607 112 minimum roof live load applied where required 3)Roof design snow load has been reduced to account for slope 4)Unbalanced snow loads have been considered for this design 5)All plates are MT20 plates unless otherwise indicated 6)See HINGE PLATE DETAILS for plate placement 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation �,�y�,o, 8)All onal ions shall be provided by ers forces as 9)This truss has been designedtfor a 0 0 psf bottom chord hve load nonconcurrdent with any other live loads fli, ow 4 10)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bo Q, t ..dX chord and any other members b .5tti"'St:FiEO °ts, 11)Bearing at loint(s)1 considers parallel to grain value usingAl 1 angle to grain formula Building designer should verify capacity of bearing surfacegI1����1. s, 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 229 Ib uplift atloint 1,323 Ib uplift atloint 10,6 Ib uplift atloir and 124 Ib uplift at joint 12 6 13)This truss Is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 'tf N_fir';' F MAN 14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0 500m 15)This truss is designed in accordance with the 2012 IBC Sec 2306 1 and referenced standard ANSI/TPI 1 l'' 16)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service 17)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary support! / r - $ All field-Installed members must be properly fastened prior to applying any loading to the truss This design anticipates the final set position S 1 F� The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee e' �,ze�s ® WARNI NG - Verify design parameters and READ NOTES Universal Forest Products,Inc 2801 EAST BELTLINE RD,NE PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer ;t This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible '3 ' for lifting methods and system design Builder responsibilities are defined under TP11 This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building % '•rN.,% designer- truss designer Bracing shown is for lateral support of individual web members only Additional temporary brawn to insure stabile during construction :`K%"^•�;;;%'� r 9 9 9 PP Y P ry 9 stability 9 Is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding ' fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of Amenca and Truss Plate Institute Recommendation available �f "" `f from WTCA,6300 Enterprise LN,Madison,WI 53719 J\support\MitekSupp\templates\ufp tpe Verified by 10/16/2019 INC Dormer Header Load Breakdown Derived from NYDOS Designed By: C. Zimmerman approved building system Cut Truss: CCB80921 Enter all loads as shown exactly on the truss print Gravity:=257 Itif TrussOC:,16 iii TCLL:=19,8 paf Uplift:=-229 Of Pitch:=12 TCDL:=113 PSf HOT-z-=-260 Of BCLL:Y40 pst 0:=atan!Pitch i=12 45 deg B+�`DL-=I 0 psf Gravitypar:=Gravity•sin(0)=181.726 lbf Gravity 181.726 (TCLL+BOLL) Gravit , yPerp'=Git y'cos(0)= lb f LL:_ —0(TCLL+TCDL+BCLL+BCDL) Uplif tpar:=Uplift•sin(0)=—161.927 lbf lit l •cos . (TCDL+BCDL) U p .f Perp:=Uplift 0 p f ( )_—161927 lb.3 DL:_ —0 (TCLL+TCDL+BCLL+BCDL) Horzpar:=abs(Horz)•cos(0)=190.212 l bf Horzperp:=abs(Horz) •sin(0)=190.212 lbf ParLoad:=max(I GravityPar+Horzparl , I Uplif tear+HorzParI , I Gravityparl ,I UpliftParl : I Horzparl)=371.9 ParLOad•LLA ParLvad-DL 114 ParLoadLL.m ....T' .....1 209 L� Pa-r".adl�l:m 'r s +3 .... =70 .fi.. PerpLoad:=max(IGravityperp+HOrzPerpl i I UpliftPerp+HOrzPerpl , I GravityPerpl , I UpliftPerpl , IHorzPerpl) PerpLoad•LL i Perp oad DL t P 'plrrzdll�: BerpL udDL: 0 TtussOC t Trus" ft Page 1 of 1 K:\2019\2494019\Dormer Ca • Created with PTC Mathcad Express. See www.mathcad.com for more information. 2494019 Dormer Header Connections C. Zimmerman CollartieT:=320 CollartieS:=257 f` DormerheaderPar:=418 DormerheaderPerp:=418 verified by Nai140D:=120.0.67.1.15 ToeNail:=79.0.83.1.15 OrO4�V10/16/2019 IVIPAI:=565 INC LSTA12:=795 Derived from i`IYDOS approved building system MP34:=375 , MP4F:=560 Dormer Header Par Connection: DormerheaderPar =0.904 <1 OK (5) Nail40D+(0) MP4F (5) 40D NAILS + (0) MPF4 CLIPS REQUIRED FOR DORMER HEADER PARALLEL TO DORMER GIRDER TRUSS CONNECTION EACH END, Dormer Header Perp Connection: _ DormerheaderPerp =0.904. <1 OK (5) Nail40D+(0) MP34 (5) 40D NAILS + (0) MP34 CLIPS REQUIRED FOR DORMER HEADER PERPENDICULAR TO . DORMER GIRDER TRUSS CONNECTION EACH END. Collar Tie To Dormer Header Tension Connection: CollartieT =0.403 <1 OK LSTA12 (1) LSTA12 STRAP REQUIRED FROM COLLAR TIE TO DORMER HEADER. Collar Tie To Dormer Header Shear Connection: CollartieS =0.455 <1 OK (1)•IV1PA1+(0) ToeNail (1) MPA1 CLIP + (0) 0.131"x3".TOENAILS REQUIRED FROM COLLAR TIE TO DORMER HEADER., Created with PTC Mathcad Express. See www.mathcad.com for more information. page Protect 2494019C �, 'Curt Zimmerman Location:DORMER HEADER PERP ggLr Ritz Craft Corporation / Multi-Loaded Multi-Span Beam ° �,.o 15 Industrial Park Rd of [2009 International Residential Code(2015 NDS)] '>>::.: Mifflinburg,PA 17844 1.5 IN x 5 5 IN x 2 98 FT 92-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1 6 8/23/2019 12:44:02 PM Section Adequate By 130 2% Controlling Factor Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0 01 IN 02808 Dead Load 0.00 in Total Load 0 02 IN U2092 Live Load Deflection Criteria:U240 Total Load Deflection Criteria 0180 REACTIONS A B Live Load 311 Ib 311 Ib Dead Load 107 Ib 107 Ib Total Load 418 Ib 418 Ib Bearing Length 066 in 0 66 in BEAM DATA Center Span Length 2.98 ft Unbraced Length-Top 0 ft 2.98 ft Unbraced Length-Bottom 298 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 209 plf #2-Spruce-Pine-Fir Uniform Dead Load 70 plf Base Values Adiusted Beam Self Weight 2 plf Bending Stress. Fb= 875 psi Fb'= 1138 psi Total Uniform Load 281 plf Cd=1.00 CF=1.30 Shear Stress Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp.-t•to Grain* Fc--L= 425 psi Fc--I-'= 425 psi Controlling Moment: 311 ft-Ib 149 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -293 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus 3.28 in3 7 56 in3 Area(Shear). 3.25 in2 8 25 int Moment of Inertia(deflection) 1 79 m4 20 8 in4 Moment: 311 ft-Ib 717 ft-Ib Shear. -293 Ib 743 Ib NOTES Verified by 10/16/2019ON 14 1 n' NC. Derived from NYDOS approved building system Project:2494019C page •• Curt Zimmerman / Location-DORMER HEADER PAR Ritz Ritz Craft Corporation Multi-Loaded Multi-Span Beam ' p '' 15 Industrial Park Rd of [2009 International Residential Code(2015 NDS)] ;: Mifflinburg, PA 17844 1.5 IN x 5.5 IN x 2 98 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0 1 6 8/23/2019 12:44:02 PM Section Adequate By- 130 2% Controlling Factor Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0 01 IN U2808 Dead Load 0.00 in Total Load 0.02 IN L/2092 Live Load Deflection Criteria-U240 Total Load Deflection Criteria-U180 REACTIONS A B Live Load 311 lb 311 Ib Dead Load 107 Ib 107 Ib Total Load 418 Ib 418 Ib Bearing Length 066 in 0.66 in BEAM DATA Center xxxxxx Span Length 2.98 ft Unbraced Length-Top 0 ft 2.98 ft Unbraced Length-Bottom 2.98 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 209 plf #2-Spruce-Pine-Fir Uniform Dead Load 70 plf Base Values Adiusted Beam Self Weight 2 plf Bending Stress. Fb= 875 psi Fb'= 1138 psi Total Uniform Load 281 plf Cd=1.00 CF=9.30 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp.-t-to Grain: Fc-L= 425 psi Fc--L= 425 psi Controlling Moment: 311 ft-Ib 149 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -293 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reo'd Provided Section Modulus, 3.28 in3 7.56 in3 Area(Shear): 3 25 in2 8.25 int Moment of Inertia(deflection). 1 79 in4 20.8 in4 Moment: 311 ft-Ib 717 ft-Ib Shear: -293 lb 743 Ib NOTES V.,9 3 t Verified by 10/16/2019014 Derived from NYDOS approved building system page Project.2494019C >: .•-• ,- � • Curt Zimmerman / g Ritz Craft Corporation 15 Industrial Park Rd of Mifflinburg,PA 17844 StruCalc Version 10.0 1 6 8/23/2019 12:44.02 PM Location DORMER HEADER PAR Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)] 15 IN x 5 5 IN x 2 98 FT #2-Spruce-Pine-Fir-Dry Use Section Adequate By 130 2% Controlling Factor Moment Location: DORMER HEADER PERP Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)] 15 IN x 5.5 IN x 2.98 FT #2-Spruce-Pine-Fir-Dry Use Section Adequate By 130 2% s Controlling Factor*Moment } 'fr Fr •f � •r, ;ti,• v r f rr Verified by 10/16/22019 ON ;IINC, Derived from NYDGS approved building system 2494019 APA TT-102B Calc C. Zimmerman Verified by L:=12.0810/16/2019 ON A TN0.131:=79.0.83.1.6 TNSDS25600:=240.0.83.1.6 INC, Derived from NYDOS HGA10:=840 approved building system MARL:=2688 SP:=3 W:=230 Z':=79.1.6 CEILING BAND TO WALL TOP PLATE CONNECTION: MARL =25.621 TN0.131 26 0.131x3" TOENAILS REQUIRED LEFT END FROM CEILING BAND TO WALL TOP PLATE IV1AXL •=0.977 6•TNSDS25600+1•HGA10 6 SDS25600 TOESCREWS AND 1 HGA10 CLIP REQUIRED RIGHT END FROM CEILING BAND TO WALL TOP PLATE CEILING BAND AND WALL TOP PLATE SPLICE CONNECTION (IF REQUIRED): N=(W*L)/Z' N:=�W •L Z' N=21.981 CEILING BAND SPLICE CONNECTION REQUIRES BLOCKING MINIMNUM OF 4' EACH DIRECTION OF SPLICE CONNECTED WITH (22) 0.131x3" NAILS EACH SIDE WALL TOP PLATE SPLICE CONNECTION REQUIRES A MINIMUM OVERLAP OF 4' FROM SPLICE EACH DIRECTION WITH (22) 0.131x3" NAILS EACH SIDE ,..y 4 5( Created with PTC Mathcad Express. See www.mathcad.com for more information. 2494019 Thrust Beam Connections C. Zimmerman SDS25600:=240.1.00.1,6 SDS25600TS:=395.0.67.1,6 Verifiec! by THB1:=2243 Ib THB2:=997 Ib lf4 0; 10/16/2019 NC THB2 CONNECTIONS Derived from NYDOS approved building system THB2 =2.596 SDS25600 THB2 =2.355 SDS25600TS FLATS TO CEILING BANDS W/ (3) SDS25600 SCREWS EACH END TOESCREW FLOOR BANDS TO FLATS W/ (3) SDS25600 SCREWS EACH END THBI CONNECTIONS (THBI 2 ) =2.921 SDS25600 (THBI} - 1 2 / =2.649 SDS25600TS BOTTOM PLATE TO FLOOR BANDS W/ (3) SDS25600 SCREWS EACH END TOP PLATE TO CEILING BANDS W/ (3) SDS25600 SCREWS EACH END FLATS TO CEILING BANDS W/ (3) SDS25600 SCREWS EACH END TOESCREW FLOOR BANDS TO-FLATS W/ (3) SDS25600 SCREWS EACH END " -`fir ,• �;.'.. Created with PTC Mathcad Express. See www.mathcad.com for more Information. Project 2494019C page - ^^ Curt Zimmerman Location THB1 (W:C&C LOAD) .: Ritz Craft Corporation Multi-Loaded Multi-Span Beam 15 15 Industrial Park Rd of [2009 International Residential Code(2015 NDS)] Mifflinburg,PA 17844 (3)3.0 IN x 5.5 IN x 12 67 FT 2.0 E-LVL-Murphy StruCalc Version 10.0 1.6 8/27/2019 3:31:54 PM Section Adequate By.9.6% Controlling Factor Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.77 IN 0197 Dead Load 0.03 in Total Load 080 IN U190 Live Load Deflection Criteria U180 Total Load Deflection Criteria U120 REACTIONS A B Live Load 2167 Ib 2084 Ib Dead Load 76 Ib 76 Ib Total Load 2243 Ib 2160 Ib Bearing Length 0.33 in 0 32 in BEAM DATA Center Span Length 12.67 ft Unbraced Length-Top 0 ft 12.67 ft Unbraced Length-Bottom 12.67 ft Live Load Duration Factor 1.60 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 2.0 E-LVL-Murphy Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 12 plf Bending Stress Fb= 3100 psi Fb'= 5708 psi Total Uniform Load 12 plf Cd=9.60 CF=1.95 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress. Fv= 290 psi Fv'= 464 psi Load Number One Two Cd=1 60 Left Live Load 363 plf 327 plf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Left Dead Load 0 plf 0 plf Comp L to Grain: Fc-L= 750 psi Fc-L'= 750 psi Right Live Load 363 plf 327 plf Controlling Moment: 6884 ft-Ib Right Dead Load 0 plf 0 plf 6 34 Ft from left support of span 2(Center Span) Load Start 0 ft 3 ft Created by combining all dead loads and live loads on span(s)2 Load End 3 ft 1267 ft Controlling Shear: 2100 Ib Load Length 3 ft 9.67 ft At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 14 47 in3 45.38 in3 Area(Shear): 6.79 in2 49 5 int Moment of Inertia(deflection) 113 81 in4 124 78 in4 Moment: 6884 ft-Ib 21582 ft-Ib Shear 2100 lb 15312 Ib NOTES 0. fin. \:tyi Verified by 10/16/22019 ;.r Derived from NYDOS approved building system page ' Project.2494019C c / Curt Zimmerman Location THB2(W C&C LOAD) Ritz Craft Corporation Multi-Loaded Multi-Span Beam ,,; 15 Industrial Park Rd or [2009 International Residential Code(2015 NDS)] '';:: Mifflinburg, PA 17844 (2)15 IN x 5.5 IN x 4 54 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10 0 1 6 8/27/2019 3.31.54 PM Section Adequate By: 102 8% Controlling Factor Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0 07 IN L/761 Dead Load 0 00 in Total Load 0 07 IN U756 Live Load Deflection Criteria. U180 Total Load Deflection Criteria L/120 REACTIONS A B Live Load 990 Ib 990 Ib Dead Load 7 Ib 7 Ib Total Load 997 Ib 997 Ib Bearing Length 078 in 0.78 in BEAM DATA Center Span Length 4.54 ft Unbraced Length-Top 0 ft 4.54 ft Unbraced Length-Bottom 4.54 ft Live Load Duration Factor 1.60 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 436 plf #2-Spruce-Pine-Fir Uniform Dead Load 0 pif Base Values Adiusted Beam Self Weight 3 plf Bending Stress Fb= 875 psi Fb'= 1820 psi Total Uniform Load 439 plf Cd=1.60 CF=1.30 Shear Stress: Fv= 135 psi Fv'= 216 psi Cd=1.60 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp -L to Grain Fc--L= 425 psi Fc--L'= 425 psi Controlling Moment: 1131 ft-Ib 2 27 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 797 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus- 7 46 in3 15.13 in3 Area(Shear) 5 54 int 16.5 in2 Moment of Inertia(deflection) 9 83 in4 41.59 in4 Moment: 1131 ft-Ib 2294 ft-Ib Shear. 797 Ib 2376 lb NOTES Verified by (10/16/22019 Derived from NYDOS approved building system Project.2494019C page W Curt Zimmerman / Location HDRS(W TRUSS CC680920, PT GIRDER) g Ritz Craft Corporation Multi-Loaded Multi-SpanBeam '� '` 15 Industrial Park Rd oP [2009 International Residential Code(2015 NDS)] :' Mifflinburg,PA 17844 1.5 IN x 9 25 IN x 6.83 FT 2 0 E-LVL-Murphy StruCalc Version 10 0 1 6 8/27/2019 3 31:53 PM Section Adequate By 26 5% Controlling Factor Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.13 IN U643 Dead Load 0 05 in Total Load 0 18 IN U451 Live Load Deflection Criteria-U360 Total Load Deflection Criteria. L/240 REACTIONS A B Live Load 1792 Ib 1792 Ib z Dead Load 736 Ib 736 Ib Total Load 2528 Ib 2528 Ib Bearing Length 225 in 225 in BEAM DATA Center Span Length 6.83 ft Unbraced Length-Top 0 ft 6.83 ft Unbraced Length-Bottom 683 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 2.0 E-LVL-Murphy Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 3 plf Bending Stress. Fb= 3100 psi Fb'= 3249 psi Total Uniform Load 3 plf Cd=9.00 CF=1.05 POINT LOADS-CENTER SPAN Shear Stress- Fv= 290 psi Fv'= 290 psi Load Number One Two Cd=1.00 Live Load 566 Ib 566 Ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 286 Ib 286 Ib Comp -L to Grain- Fc- = 750 psi Fc--L= 750 psi Location 1.6 ft 5.03 ft Controlling Moment: 4104 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN 3 41 Ft from left support of span 2(Center Span) Load Number One Two Three Created by combining all dead loads and live loads on span(s)2 Left Live Load 436 plf 273 plf 436 plf Controlling Shear: -2088 Ib Left Dead Load 146 plf 109 plf 146 plf At a distance d from right support of span 2(Center Span) Right Live Load 436 plf 273 plf 436 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 146 plf 109 plf 146 plf Load Start O ft 1 8 ft 5.03 ft Comparisons with required sections: Read Provided Load End 1 8 ft 5.03 ft 6.83 ft Section Modulus 15.16 in3 21.39 in3 Load Length 1.8 ft 3.23 ft 1.8 ft Area(Shear): 10 8 int 13.88 in2 Moment of Inertia(deflection): 55 37 in4 98.93 in4 Moment: 4104 ft-Ib 5791 ft-Ib Shear. -2088 Ib 2683 Ib NOTES a,y Verified by 10/16/22019 Derived from NYDOS approved building system - page Project 2494019C ti •••-„- = Curt Zimmerman / Location- HDR4(W TRUSS CCB80920&2ND FLOOR, PT. HDR1Ritz Craft Corporation Multi-Loaded Multi-Span Beam ' 15 Industrial Park Rd of [2009 International Residential Code(2015 NDS)] -: Mifflinburg,PA 17844 15 IN x 9 25 IN x 2 88 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 1001 6 8/27/2019 3:31:53 PM Section Adequate By 29 9% Controlling Factor Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN L/4077 Dead Load 0 00 in Total Load 0 01 IN L/2788 Live Load Deflection Criteria U360 Total Load Deflection Criteria 1_/240 REACTIONS A B Live Load 870 Ib 950 Ib Dead Load 426 Ib 448 Ib Total Load 1296 Ib 1398 Ib Bearing Length 203 in 2.19 in ':....... .- :...:.:: . : : .- r �•:rte: BEAM DATA Center Span Length 288 ft Unbraced Length-Top 0 ft 2.88 ft Unbraced Length-Bottom 288 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Spruce-Pine-Fir Uniform Dead Load 0 pif Base Values Adjusted Beam Self Weight 3 pif Bending Stress Fb= 875 psi Fb'= 963 psi Total Uniform Load 3 pif Cd=9.00 CF=1 10 POINT LOADS-CENTER.SPAN Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number One" Cd=1.00 Live Load 611 Ib Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 232 Ib Comp L to Grain Fc-L= 425 psi Fc--L =' 425 psi Location 121 ft Controlling Moment: 1240 ft-Ib `Load obtained from Load Tracker.See Summary Report for details. 1 21 Ft from left support of span 2(Center Span) TRAPEZOIDAL LOADS-CENTER SPAN Created by combining all dead loads and live loads on span(s)2 Load Number One Two Controlling Shear: 9611b Left Live Load 273 plf 526 pif At a distance d from left support of span 2(Center Span) Left Dead Load 171 plf 256 plf Created by combining all dead loads and live loads on span(s)2 Right Live Load 273 plf 526 plf Right Dead Load 171 plf 256 plf Comparisons with required sections: Reg'd Provided Load Start Oft 121 ft Section Modulus 15.46 in3 21 39 in3 Load End 1.21 ft 2 88 ft Area(Shear). 10.68 int 13.88 int Load Length 1.21 ft 1 67 ft Moment of Inertia(deflection): 8 73 in4 98 93 in4 Moment: 1240 ft-Ib 1716 ft-lb Shear 961 Ib 12491b NOTES , ..v Itw ' Verified by 10/16/2019 INC Derived from NYDOS approved budding system Project.2494019C >; . ..• FW Curt Zimmerman page Location'CLB2(W:TRUSS CCB80920, PT GIRDER) g� r•: Ritz Craft Corporation / Multi-Loaded Multi-Span Beam " �; '15 Industrial Park Rd of [2009 International Residential Code(2015 NDS)] >: ., Mifflinburg,PA 17844 1.5 IN x 9.25 IN x 3.25 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0 1 6 8/27/2019 3:31:53 PM Section Adequate By 23.6% Controlling Factor Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0 01 IN L/3668 Dead Load 0 01 in Total Load 0 02 IN U2390 Live Load Deflection Criteria.U360 Total Load Deflection Criteria-U240 REACTIONS A B Live Load 823 Ib 987 Ib Dead Load 444 Ib 527 Ib Total Load 1267 Ib 1514 Ib Bearing Length 1.99 in 2.37 in BEAM DATA Center Span Length 3.25 ft Unbraced Length-Top 0 ft A 3.25ft Unbraced Length-Bottom 325 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 436 plf #2-Spruce-Pine-Fir Uniform Dead Load 235 plf Base Values Adjusted Beam Self Weight 3 plf Bending Stress Fb= 875 psi Fb'= 963 psi Total Uniform Load 674 plf Cd=1 00 CF=1 10 POINT LOADS-CENTER SPAN Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number One Cd=1.00 Live Load 393 Ib Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 199 Ib Comp -L to Grain' Fc-L= 425 psi Fc--L= 425 psi Location 2 3 ft Controlling Moment: 1193 ft-Ib 1 88 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1010 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Rec'd Provided Section Modulus: 14.87 in3 21.39 in3 Area(Shear) 1122 int 13.88 int Moment of Inertia(deflection): 9.94 in4 98 93 in4 Moment: 1193 ft-Ib 1716 ft-Ib Shear -1010 lb 1249 lb NOTES ; 'A. f: Y" Verified by 1+0/16/2019 INC, Derived from NYDOS approved building system pages ' Project.2494019C ••• •� - Curt Zimmerman Location CLB1 (W:TRUSS CCB80920,PT GIRDER) r: Ritz Craft Corporation Multi-Loaded Multi-Span Beam �, a ` 15 Industrial Park Rd of [2009 International Residential Code(2015 NDS)] ;"' ••.Mifflinburg, PA 17844 (2)1.5 IN x 9 25 IN x 7.92 FT 2.0 E-LVL-Murphy StruCalc Version 10 0 1 6 8/27/2019 3:31:53 PM Section Adequate By 75 4% Controlling Factor Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0 12 IN L/803 Dead Load 0 06 in Total Load 0 18 IN L/520 Live Load Deflection Criteria. L/360 Total Load Deflection Criteria. L/240 REACTIONS A B Live Load 1933 Ib 2306 Ib 2 Dead Load 1062 Ib 1251 Ib Total Load 2995 Ib 3557 Ib Bearing Length 1 33 in 1 58 in BEAM DATA Center Span Length 792 ft Unbraced Length-Top 0 ft A 7.92 ft Unbraced Length-Bottom 7.92 ft Live Load Duration Factor 1 00 Notch Depth 000 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 436 plf 2.0 E-LVL-Murphy Uniform Dead Load 235 plf Base Values Adiusted Beam Self Weight 7 plf Bending Stress Fb= 3100 psi Fb'= 3249 psi Total Uniform Load 678 plf Cd=1.00 CF=1 05 POINT LOADS-CENTER SPAN Shear Stress Fv= 290 psi Fv'= 290 psi Load Number One Two Cd=1 00 Live Load 393 Ib 393 Ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 199 Ib 199 Ib Comp 1 to Grain Fc-L= 750 psi Fc-L= 750 psi Location 4 22 ft 745 ft Controlling Moment: 6603 ft-Ib 4 2 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2842 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reg'd Provided Section Modulus: 24.39 m3 42 78 m3 Area(Shear) 14 7 int 27.75 in2 Moment of Inertia(deflection). 91 39 in4 197.86 m4 Moment: 6603 ft-Ib 11582 ft-Ib Shear -2842 lb 5365 lb NOTES ; `t ''a•' Verified by , 10/16/2019 ON 14 INC Derived from NYDOS approved building system Project*2494019C page w ••• = Curt Zimmerman / Location HDR2(W TRUSS GGB80920,PT GIRDER) Ritz Craft Corporation Multi-Loaded Beam Multi-Span p ''' ;"';, 15 Industrial Park Rd of (2009 International Residential Code(2015 NDS)j ;;:::: Mifflinburg,PA 17844 1.5 IN x 7.25 IN x 3.88 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1 6 8/27/2019 3 31:53 PM Section Adequate By 16.3% Controlling Factor Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN L/1751 Dead Load 0 01 in . Total Load 0 04 IN U1256 Live Load Deflection Criteria:U360 Total Load Deflection Criteria U240 REACTIONS A B Live Load 579 Ib 611 Ib Dead Load 220 Ib 232 Ib Total Load 799 Ib 843 Ib Baring Lengthin in :::•. BEAM DATA Center Span Length 3.88 ft Unbraced Length-Top 0 ft 3.88 ft 77* Unbraced Length-Bottom 3.88 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Spruce-Pine-Fir Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 2 plf Bending Stress. Fb= 875 psi Fb'= 1050 psi Total Uniform Load 2 plf Cd=1.00 CF=1.20 POINT LOADS-CENTER SPAN Shear Stress, Fv= 135 psi Fv'= 135 psi Load Number One Cd=1.00 Live Load 266 Ib Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 134 Ib Comp.-L to Grain. Fc-1= 425 psi Fc--L= 425 psi Location 1 97 ft Controlling Moment: 989 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN 1 98 Ft from left support of span 2(Center Span) Load Number One Two Created by combining all dead loads and live loads on span(s)2 Left Live Load 224 plf 253 plf Controlling Shear: -645 Ib Left Dead Load 75 plf 85 plf At a distance d from right support of span 2(Center Span) Right Live Load 224 plf 253 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 75 plf 85 plf Load Start 0 ft 1.97 ft Comparisons with required sections: Read Provided Load End 1.97 ft 3 88 ft Section Modulus. 11 3 10 13 14 in3 Load Length 1.97 ft 1 91 ft Area(Shear) 7 17 in2 10.88 in2 Moment of Inertia(deflection) 9 79 in4 47 63 in4 Moment: 989 ft-Ib 1150 ft-Ib Shear -645 lb 979 Ib NOTES Verified by 10/16/2019 =:k t:; . 1 INC Derived from NYDOS approved building system page Protect 2494019C — Curt Zimmerman / Location HDR1 (W TRUSS CCB80920,PT GIRDER) p# -Ritz Craft Corporation Multi-Loaded Multi-Span Beam 15 Industrial Park Rd of [2009 International Residential Code(2015 NDS)] '';".: •, Mifflinburg,PA 17844 1.5 IN x 7 25 IN x 7.25 FT 2 0 E-LVL-Murphy StruCalc Version 10.0 1 6 8/27/2019 3 31.53 PM Section Adequate By 34.0% Controlling Factor Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0 18 IN L/482 Dead Load 0 06 in Total Load 0 25 IN U355 Live Load Deflection Criteria U360 Total Load Deflection Criteria L/240 REACTIONS A B Live Load 953 Ib 1147 Ib Dead Load 336 Ib 433 Ib Total Load 1289 Ib 1580 Ib Bearing Length 1.15 in 140 in XXXXXXXX BEAM DATA Center Span Length 7.25 ft Unbraced Length-Top 0 ft 7.25 ft B Unbraced Length-Bottom 7.25 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 253 plf 2.0 E-LVL-Murphy Uniform Dead Load 85 plf Base Values Adiusted Beam Self Weight 3 plf Bending Stress Fb= 3100 psi Fb'= 3394 psi Total Uniform Load 341 plf Cd=1.00 CF=1.09 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Cd=1.00 Live Load 2661b Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 1341b Comp -L to Grain. Fc-1= 750 psi Fc--L'= 750 psi Location 6.26 ft Controlling Moment: 2440 ft-Ib 3 77 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1383 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus. 8 63 in3 13 14 1n3 Area(Shear): 7 15 int 10.88 int Moment of Inertia(deflection) 35 55 in4 47 63 in4 Moment: 2440 ft-lb 3717 ft-Ib Shear. -1383 lb 2103I1b NOTES tit. •t,; fir. ;`,�}. Verified by 10/16/2019 .':: .ON rINC- Derived from NYDOS approved building system ' page Project.2494019C Curt Zimmerman g Ritz Craft Corporation 15 Industrial Park Rd of Mifflinburg,PA 17844 StruCalc Version 10.0 1 6 8/27/2019 3.31:53 PM Location.HDR1 (W TRUSS CCB80920,PT,GIRDER) Location THB1 (W:C&C LOAD) Multi-Loaded Multi-Span Beam Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)] [2009 International Residential Code(2015 NDS)] 1.5 IN x 7.25 IN x 7 25 FT (3)3.0 IN x 5.5 IN x 12 67 FT 2 0 E-LVL-Murphy 2.0 E-LVL-Murphy Section Adequate By 34 0% Section Adequate By 9 6% Controlling Factor Deflection Controlling Factor Deflection Location, HDR2(W TRUSS CCB80920,PT-GIRDER) Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)] 1.5 IN x 7 25 IN x 3 88 FT #2-Spruce-Pine-Fir-Dry Use Section Adequate By 16 3% Controlling Factor Moment Location CLB1 (W:TRUSS CCB80920, PT GIRDER) Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)] (2)1.5 IN x 9.25 IN x 7 92 FT 2.0 E-LVL-Murphy Section Adequate By 75 4% Verified by Controlling Factor Moment 10/16/2019 Location.CLB2(W TRUSS CCB80920, PT GIRDER) Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)] Derived from NYDos 1.5 IN x 9 25 IN x 3.25 FT approved building system #2-Spruce-Pine-Fir-Dry Use Section Adequate By 23.6% Controlling Factor.Shear Location:HDR4(W:TRUSS CCB80920&2ND FLOOR, PT: HDR1 ) Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)] 1.5 IN x 9 25 IN x 2 88 FT #2-Spruce-Pine-Fir-Dry Use Section Adequate By 29.9% Controlling Factor Shear Location-HDR5(W TRUSS CCB80920,PT GIRDER) Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)] z > 1.5 IN x 9.25 IN x 6.83 FT f' 2 0 E-LVL-Murphy Section Adequate By 28.5% Controlling Factor Shear Location.THB2(W.C&C LOAD) :~ ' Multi-Loaded Multi-Span Beam [2009 International Residential Code(2015 NDS)] (2)1.5 IN x 5.5 IN x 4.54 FT #2-Spruce-Pine-Fir-Dry Use Section Adequate By,102 8% Controlling Factor Moment Job Truss MFG Customer 98038 CCB80920 212 RITZ-CRAFT The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee I-- E P-Ya4#q# - 0 K'S" v. :'A" KF.VIN�k� A Z 'k 44. _j Z_ w w .4 JAI 141" �4. 0 o F GA&C) 0 tVIN 'A V KFJN n SEAL FREEMAN E-65329 ,4Z' 4� CL E Y ------- x XI I KEM W. FREEMAN —A 0 4j + 7445 lnrM'{ < NIV "K UW(,'r'i'AL Ui(A 4� T ".011100guoit, SWI ZA 4Ni. 0 S. _iv 4Aa x� % Verified by 2� Z'4U 10/16/2019 D P erived from NYDOS approved building system M- �WimjwW Corporate Engineering 2801 East Beltline,NE Grand Rapids,M1 49525-9736 (616) 364-6161 Fax(616)365-0060 JobTruss Truss Type QtY Ply Ritz-Craft 212 98038 CCB80920 HINGED ATTIC 1 1 Universal Forest P ducts Inc,Grand Rapids,MI 49525,Mike Patten 8 220 eAug 13 2018 MiTek lndustnes,Inc Thu Aug 1515 59 59 2019 Page 2 of 2 Copyright 2019 Universal Forest Products, Inc.All Rights Reserved 18)This truss is designed in accordance with the 2012 IBC Sec 2306 1 and referenced standard ANSI/TPI 1 19)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put Into service 20)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary supports All field-installed members must be properly fastened prior to applying any loading to the truss This design anticipates the final set position Verified by 10116/2019 � 014 = NI Derived from NYDOS approved building system The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee ® WARNING - Verify design parameters and READ NOTES Universal Forest Products,Inc 2801 EAST BELTLINE RD,NE PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design Builder responsibilities are defined under TPI1 This design is based only upon parameters shown,and is for x. an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building '�•�^;, designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to Insure stability during construction %%:�•;;,'';;;,; Is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available ' from WTCA,6300 Enterprise LN,Madison,WI 53719 J\supporIkMtekSupp\templatesWfp tpe Job Truss Truss Type Qty PlyRitz-Craft 212 98038 CCB80920 HINGED ATTIC 1 1 Universal Forest P ducts Inc,Grand Rapids,MI 49525,Mike Patten 8 220 a Aug 13 2018 MiTek Industries,Inc Thu Aug 15 15 59 59 2019 Page 1 of 2 Copyright 2019 Universal Forest Products, Inc.All Rights Reserved 4-5-11 7-11-0 6-8-12 6-9-12 3.0 0.1 11_3 4 21 L12 S-3 0 0 6 10 SMH18K W amp 21 // SS 1 11 2-1 2-11-10 2x4 2x4 o SMH18D 12 r 7-9-12 5 `/' m 13 v x Collar Detail 2x6\\ To 4 B21 m 2x6\\ 19 1514 O 17 12 00 12 4x6 2x6'\ 13-5-0 \rL� 3 3 0.3-0 :ee Note 13, y o Verified by m � a 2x5 II 7-8-0 40 f BCLL 1O116Il�O19 2 W N IC i; 1 - 1 h 1 1 Y Derived from NYDOS 18 17 16 approved building system See Note 13 5x6 II 2x5 II 2x6 I 0-1x8 4-5-11 7-8-0 6-11-12 i 6-9-12 27-1-0 Plate Offsets(X,Y)-fl 0-2-16.0-0-11,[3 0-2-4,0-2-41,14 0-1-8 0-2-2 f 1 0-1-4 0-1-0 12 0-14,0-0-01,[13 0-0-13,0-1-131,[17 0-4-0,0-1-01.[18 0-3-8.0-1-01, 20 0-1-10.0-1-121 LOADING(psf) SPACING- 14-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 19 8" Plate Grip DOL 1 15 TC 068 Vert(LL) 036 14 >445 240 MT20 197/144 (Ground Snow=20 0) Lumber DOL 1 15 BC 038 Vert(CT) 029 14 >549 180 MT18HS 197/144 TCDL 100 Rep Stress Incr YES WB 028 Horz(CT) -0 46 19 n/a n/a BCLL 00 ' Code IBC2015/TPI2014 Matrix-R Weight 156 Ib FT=0% BCDL 100 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins [P) TI 2x6 SPF 1650F 1 5E,T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing BOT CHORD 2x8 SPF No 2'Except" JOINTS 1 Brace at Jt(s) 20 B1 2x10 SP DSS WEBS 2x4 SPF Stud*Except* W4,W5 2x6 SPF No 2,W3 2x6 SPF Stud,W7 2x3 SPF Stud REACTIONS (Ib/size) 1=761/0-3-8 (min 0-1-8),15=112/Mechanical,13=45110-3-8 (min 0-1-8),16=127/0-3-8 (min 0.1-8),19=17/Mechanical Max Horz 1=451(LC 1),13=491(LC 9) Max Upliftl=-428(LC 9),15=-87(LC 7),13=-352(LC 8),16=-227(LC 9) Max Gravl=776(LC 2),15=138(LC 16),13=451(LC 1),16=354(LC 14),19=17(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-700/153,2-3=-730/324,3-4=-664/673,4-5=-566/676,5-21=-486/690,6-21=-4751695,6-7=-1 191109,7-8=-349/247,8-9=-353/239,9-10=-364/208,10-11=-467/677,11-12=-474/625, 12-13=-558/633 BOT CHORD 14-15=0/0,13-14=0/0,1-18=-4/1,17-18=-2/1,16-17=0/0 WEBS 3-17=-255/651,4-19=0/0,2-18=-142!232,6-20=-676/1115,10,20=-64711096,8-20=-191/270,11-14=-105/245 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/Maximum Tension(Ib)/Maximum Shear(lb)/Maximum Moment(Ib-In) 5=5491678/9810,6=676/1116/16110,7=347/2481332/0,8=191/270/25/0,9=356/2311150/0,10=647/1096/94/0,14=105/245/0/0 NOTES- 1)Wind ASCE 7-10,Vult=152mph(3-second gust)Vasd=120mph,TCDL=6 Opsf,BCDL=6 Opsf,h=30ft,Cat ll,Exp D,Enclosed,MWFRS(envelope)gable end zone and C-C Extereor(2)zone,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate grip DOL=1 60 2)--TCLL ASCE 7-10,Pg=20 0 psf(ground snow),Ps=varies(min roof snow=19 8 psf)see load cases,Category II,Exp D,Partially Exp,Ct=1 10 3)Roof design snow load has been reduced to account for slope 4)Unbalanced snow loads have been considered for this design 6)Slplates ted HINGE PLATE DETAILS forr plat place placement See �rgf 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation � * t" 8)All additional member connections shall be provided by others for forces as indicated ,>t 1, i'tU:llr.fin � 9)This truss has been designed fora 10 0 psf bottom chord live load nonconcurrent with any other leve loads .4 }) 10)'This truss has been designed for a live load of 20 0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bo chord and any other members U �,�* 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 428 Ib uplift atloint 1,87 Ib uplift atfomt 15,352 Ib uplift atlo I� J43i1 fit 13 and 227 Ib uplift at Joint 16 - - ,,ff ••• -... 12)Fixity of member 7-8 has been changed �� 3��•�tY'o:r-' 4.q'� 13)Provide support to resist horizontal reactions of 451 Ib at/Dint 1 and 491 Ib atloint 13 14)NA 15)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 16 Attic room checked for L/360 deflection 17)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B) �bt •�,�s 1k, The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code restwith the building official or designated appointee erg sl�e�s ® WARNI NG - Verify design parameters and READ NOTES Universal Forest Products,Inc 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design Builder responsibilities are defined underTP11 This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building '^'�• +% designer-not truss designer Bracing shown is far lateral support of individual web members only Additional temporary rybraan9 to insure stabile bdunn construction � a is the responsibility of the erector Additional pemlanent bracing of the overall structure is the responsibility of the building designer Forgeneral guidance regarding k;:::.`+• fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 63719 J\supportlMetekSupp\templates\ufp tpe CO# 2494019 SN 'VI' F* **OPTIONAL FEATURE: DO NOT USE THIS PLAN FOR ; _____________f" -\ WORK TO BE PERFORMED BY C V H, THE RITZ-CRAFT CONSTRUCTION YOU WILL RELIEVE A FINAL FOUNDATION OWNER OR THE GENERAL CONTRACTOR AS CORPORATION - �- ,� PLAN AFTER YOU RELEASE NOTED ON THE CONSTRUCTION AGREEMENT o YOUR HOUSE FOR PRODUCTION. ED°E Of 0-0' II I tc-V OEO(iEWE V 1 I 1 Jr r m I I I I I I I I ' r------ ------------------------------ ----IUP I I 1V6B oroA I I F I o DATE DESCRIPTION BY I N��n•4 I I w e 0521119 PRELIM AMS a I I wlslmc� S� � I E � 06111119 REVD1 JDS `\ 0821119 SUBSET BNB 'n N T `-cam av vwucxtm ALL SPIKES IN MATING WALL tlROER I wee.. �w ®® 10R4/f9 PRE PROD#1 TS sato Ixlax SHALL BE SUPPORTED BY APPROPRIATE c'mRw.cimw(.) 21'-10• STRUCTURAL FIDIENIS BELOW I 6�.ALT NOTE I I MER° +925'LK I IF HOME IS BUILT WITHIN p .g 11/25119 PRODUCTION TS MAX GRAMN=2090 PIF I J'-4• l I lnlpv_sLcmrl wrml 300 FEET OF THE COAST, o 7'-8•FLO ALL CONNECTORS MUST _ 03117/20 REV-REARDECK TS LIS 7' 100' 250' 267' 530' S'-8 MA%GRAV 684 PLF 1 4'-6•I I 1 BE OF STAINLESS STEEL I MATERIAL ONLY,NO ® ti.ew� '� REAROEC TS I ALL ANCHORS AND s ®�r 06/04/20 REV02• FASTENERS TO BE EXCEPTIONS �m�� a a I I ZINC COATED m 6K 6K 6K IOK 12N 1l9( ILK vlav ewurm w„w m Y y1 _� � r____� 7-- � ALL ZAGS AND SCREWS Iwuxc sEE ENBE Fx6nxV xOOEE I � 'F--+-Cp}-'F108E ACO CERPFlED 'p� va� L(a), L(LVLT; L(aL); L(aL), L(LVL)J LS LJ L S LJ I ,-I/r—Ra¢ z—1 III NI- T+ I °'"�'uL P0515 DIP) Aulu„al Aco nrelorto I I mo vAavaa i�A1Eo AR+asT iTA5Na5 Rix NL _ vWUE1FA BWm. VaE.SSURE iPF/JD1 VN&R) SEE BwCE tNLr OB �� I I I I aaom vow.�int m.imsi RocA twE >§W I I I I t x e vlasau. m� I I I I ii✓FARV HDcm _ 3 (CPL) I e x t vxEstmE rvutm x x s Dc Vr ou,eco AvvNwTa uc Z o¢x vm./vIM von co1EH °EOm+c t(�n saeNs sncclNm.*tt C1�g 8m THUS Sema DE'Dra A COWMN I mo'sa Aaxs 0.a(5¢IEiLL ASDYE) EC L=TTDN REOURan TO EOPPORT A C1an0L BASEMENT PLAN I Pom UIl THESE CDUDO6 MAY NOT BE ALL 6fl1GN NOTES AND WAILS ARE I Iaf1aGATLD 011 OElEIm N ANY WtOOR SLGG6fME ONLY. STATE AND LOCAL i contort CODES NTVE JURSNCRON ON DEIEFUNNG '� °`° P`°°' DECK CROSS SECTION NOTE FOR SET CREW MMW REOUREMFNTS RIs THE A zr pA z tr n« I W Nm Iff ra RAhS iNV COV:RN OMNDI'S AESPOVSflUTY 10 VRa7DE A 001]VETE VFp( SWE t/r-IYE I ra DaEr WLw;IR off N/uF5 SQUARE FOUNDATION Aro LEVEL SILL. I fawoG tPN) I �N CVM REN 1I5E 6 TOP OF SRL TO BE WITHIN Jf OF LEVEL I I I I I + I L-----------------------------------------J I I -----------------Yl REFERENCE FLOOR PLAN FOR FOUNDATION DIMENSIONS t daOEa Em1E BUILDER. tt1-SILL P, CONNECTICUT VALLEY •I I FOUNDATION LOCATIONII it w mNCNEiE HOMES rca vER(..4 ltrD) i pF NE A, CUSTOMER. r I A.P OMA MARTHA MARTHA LITCH PF n tlFISHERSISLAND,NY t ' *----------�-L 1_____-----* l 1----------------- I I I _ 1 3 - - ---- RCAC7 MGR. SHAUN DERCK EarcxOE Pm Fm MODEL VSC R= nE FOIAWRI OE9li1 m BASED ON ASSmMO SOI.BEAR'"" 080526 02p TITLE AND m ONLY=ESTED AND SIEML NOT BE USED FOR 90FESSTO�P FOUNDATION ExECN10R nE F01A01110N OE9O1 SRWID ff BISEO ON SITE SOL CWmOlm6 AT THE LOG1nON SOE THE FOUNIMI101 SNNL BE BQIE THE MEASUREMENTS ON THIS FWNWIKN DESIGN CRITERIA ®W A UGOI_ENDWSE DESOI OR Af✓QEELT P REGU ED IW PIAN ARE SUBJECT TO CHANCE-R6IIt M NM'BASEMENT STAIR OPENING IS DESIGNED REMDONS OF ME PAROLWATWD SWE N WWW THE WNORIO 6 711E CGRgyR(G G�AND PRINT SCALE 1/4'v 1-0' TO CATER TO A 8 1/4' x T STAIR SHEET FD DORMER BEYON'D---"Z SIMPSON H3 CLIP, TYP. EACH RAFTER 2x6 RAFTER 16" o.c (4) 2x8 BEAM 12 3.5� SIMPSON AC6 POST CAP, FRONT AND BACK I I 2x6 CEILING JOIS Ix EXT PVC TRIMI I @ 16"T o c. I I I I 6x6 PRESSURE TREATEDI I VINYL SOFFIT I I PORCH POST FROM TOP OF I CONCRETE PIER TO BOTTOM OF BEAM I I III I I I I I I I I Z FLASHING (USE NON— ALUMINUM FLASHING WITH (2) 2x8 PRESSURE j j ALL PRESSURE TREATED TREATED HEADER I LUMBER) I I 1x10 EXT PVC I I FINISHED FLOOR SKIRT BOARD 2x6 PRESSURE TREATED SUPPORT CLEAT 2x8 PRESSURE it\, TREATED LEDGER SIMPSON ZMAX ABE66Z JOIST HANGER (TYP) ANCHOR PLATE EA END OF JOIST SIMPSON DTT1 Z (GALV) TENSION TIE OR EQUAL, 2x8 PRESSURE TREATED FASTEN WITH 8-10d x 1 5" DECK JOISTS AT 16' O.C. NAILS, 4 LOCATIONS PER DECK FRONT PORCH SECTION N.T.S. of:NE1y °MASFF09 LITCH HOUSE a� FISHERS ISLAND cc m �+ 03/20/2020 ° 080526 REV. 07/16/2020 4,� v R�FEs10NP All ,�, a ,�, COP: 2494019 SN i R '� �„ti • "11'1',, � '+ 7-B" IF *** OPTIONAL FEATURE: DO NOT USE THIS PLAN FOR ;' 1' '` WORK TO BE PERFORMED BY C V H, THE Oa0C a? � RITZ-CRAFT i \VI ONSTRUCTION YOU WILL F 7 ; DECIEVE A FINAL FOUNDATION r; OWNER OR THE GENERAL CONTRACTOR AS +.� CORPS ON D LAN AFTER YOU RELEASE `; I NOTED ON THE CONSTRUCTION AGREEMENT I YOUR HOUSE FOR PRODUCTION. s 2 OF x I I t eoaroaxno"• AUG 20 IG,_V DECK GK ABOVE BOVE CONCRETE PAD- 1 °' Stamp for deck and footing details only- IfW x 12 THK.x I ; D.Feeney 7-29-20 WIDTH OF STEPS I I BUMMING DF • r r r T;TT LD ———————— —— ——————————— -——————————L —————— I I I I I I ,�.,� 3068 DOOR UP I I I .dffiAm� DATE DESCRIPTION BY BY Gum(•«) memm 1i I \ I mean 05123119 PRELIM AMS 14\ 06111119 REV01 JOB OW23119 SUBSET BNB IRUSHED STONE OR GRAVEL CA OF PERMEN Rf ALL SPUCES IN MATING WALL GIRDER I vb moo arm AND BILCO DOOR SHALL BE SUPPORTED BY APPROPRIATE 10124/19 PRE PROD#1 TS I BY SITE OR FND STRUCTURAL ELEMENTS BELOW NOTE � .� �x� 'J m'+ CONTRACTOR(•••) 21'-10" I I IF HOME IS BUILT WITHIN TYPICAL TENSION TIE B PORCH 11125119 PRODUCTION TS GIRDER= 4-9.25°LVL I MAX GRAVITY= 2090 PLF � 300 FEET OF THE COAST, •r 3'-4° I TYPICAL SECTION O PORCH Ut•� F 7'-8" F.L.O. LEDGER BOARD ALL CONNECTORS MUST 03117120 REV-REARDECK TS 167' 300' 250' 267' 533' S•-8 MAX GRAV= 684 PLF I 4'-8" I 1 vr'x'-a BE OF STAINLESS STEEL ♦ �moeee.rr mg.—.Rsx I 1 ALL ANCHORS AND MATERIAL ONLY, NO xMw--=�, �'� "n' 06104120 REVL2-REAR DEC TS 1 FASTENERS TO BE EXCEPTIONS I I ZINC COATED 07116/20 REV03-REAR DEC TS w 6K 6K 6K 1OK 12K 1BK UK PRE GATED PORCH r-----, r-----I r----1 r----1 r----1 6K ALL LAGS AND SCREWS -L,,%SEE PRICE EASING HOUSE o It 3K I I I I I I I I I I I I I I I TO BE ACQ CERTIFIED FOR 11OR ORDER FORM o -^ I I 3-1/Y SOUD BLOCKING Z FLASHNG(USE NON- N N I I CPL I I (CPL1 I I (CPL I _(CPL I (CPL I I (CPL I I CPL p L�_-�J L___!J LS_-�J •_-�J L__-�J L__-�J L�- BETWEEN ALL POSTS(TVP) AI-DHNUN IGD PROM N I I 1 1 2x10 PRESSURE TREATED RPA JOIST FLASHNG WITH ALL FOtDAETER BO/RD PRESSURE TREATED LUMBER) BEE PRICE TALLY OR r to LL I I I ORDER FORK FOR TYPE `O FlN FIRST FLOOR LINE y .W I I I r x B Pn¢win mann TREATED LIRREBSURE LDjER C x 6 PRESSURE TREATED g x 6K EK I/Z OLA ACA APPROVED LAG o I I I I DECK POST w/VINYL POST COYER DECKING 11P) SCflEwS STAGGERED AT If (CPL) cD I I DATE,THS SYMBOL DENOTES A COLUMN I I SD.PSON ABU86 0.C,(SEE DETAd AHOJE) LOCATION REQUIRED TO SUPPORT A CRITICAL BASEMENT PLAN ANCHOR PUTE (ZX 8•JOIST GOHANGER AP r1 I I PONT LOAD.THESE COLUMNS MAY NOT BE ALL DESIGN NOTES AND DETAILS ARE I i FINISHED Cf+ADE (zWC COATED ACO APPROVED) z RELOCATED OR DELETED M ANY MANNER SUGGESTIVE ONLY, STATE AND LOCAL 12 Du.CONCRETE o 1 1 DECK SUPPORT a P= CODES HAVE JURISDICTION ON DETERMINING �W>< DECK CROSS SECTION I NOTE FOR SET CREW: MMMrt UM REQUIREMENTS Is THE gdm 24•Du.x 12•THK o I W xOT usE THE Pu1Ls THAT COi�ff WITIi OWNER'S RESPONSIBILITY TO PROVIDE A I CONCRETE DECK SCALE.I/Y=vox THE(ALLY DOLUMS,U8E THE PLATES RaTWG(TYP) 0L I PROVIDED BY CVH.WHEN HOUSE Is SQUARE FOUNDATION AND LEVEL SILL. I m I DONERED. TOP OF SILL TO BE WITHIN V OF LEVEL I I a I I I I IL------------------------------------------ I z G --------------------------------------------- REFERENCE FLOOR PLAN FOR FOUNDATION DIMENSIONS EDGE DFX-C, c I I s•-D'DECK ABOVE BUILDER: a ON-SITE PORCH I CONNECTICUT VALLEY x i FOUNDATION LOCATION If DLLCONCRETE I HOMES DECK INER(.•.)(rrP) I CUSTOMER MARTHA LITCH I R T♦\ � /� ♦Y � \ �' �V /' �♦ / ♦ i I I I FISHERS ISLAND,NY LL I I I I I I 1 I I 1 I I I I +----------'-+-' - -x-----------+ - '+------------- RC ACT.MGR SHAUN DERCK za•Dw x It THK MODEL: VSC p CONCRETE PIER FTG. a (a•)(TYP) TITLE' NM THE FOUNDATION DESIGN IS BASED ON ASSUMED SOIL BEARING N CAPACITY AND IS ONLY SUGGESTED AND SHALL NOT BE USED FOR i FOUNDATION wo EXECUTION.THE FOUNDATION DESIGN SHALLED BE BASED ON SITE SPECIFIC SOIL CONDITIONS AT THE LOCATION SITE.THE FOUNDATION SHALL BE NM THE MEASUREMENTS ON THIS FOUNDATION DESIGN CRITERIA p DESIGNED BY A LICENSED ENGINEER OR ARCHITECT IF REQUIRED BY PIAN ARE SUBJECT TO CHANGE- REFER TO N.QI_F BASEMENT STAIR OPENING IS DESIGNED SCALE* 114'=1'-0' ~ REGULATIONS OF THE PARTICIPATING STATE IN WHICH THE BUILDING 6 rn DTTENDEO TO BE LOCATED THE CONFlRMING ORDER AND PRIM. TO CATER TO A B 1/4" X 9" STAIR. SHEET FDK <J e i a' DORMER BEYOND SIMPSON H3 CLIP, 2x6 RAFTER @ TYP. EACH RAFTER 16" o.c. (4) 2x8 BEAM 3.5 1� 2 Li SIMPSON AC6 POST CAP, FRONT AND BACK I I 2x6 CEILING JOIS I I @ 16"T o.c. 1 x EXT. PVC TR I M I I I I I I VINYL SOFFIT 6x6 PRESSURE TREATED I I _ PORCH POST FROM TOP OF I I CONCRETE PIER-TO I BOTTOM OF BEAM I I I I I I I I I I I IZ FLASHING (USE NON— ALUMINUM FLASHING WITH I I ALL PRESSURE TREATED (2) 2x8 PRESSUREI I TREATED HEADER I I LUMBER) I I 1 x 10 EXT. PVC FINISHED FLOOR I I SKIRT BOARD 2x6 PRESSURE TREATED SUPPORT CLEAT 2x8 PRESSURE TREATED LEDGER SIMPSON ZMAX ABE66Z JOIST HANGER (TYP.) ANCHOR PLATE��v EA. END OF JOIST SIMPSON DTT1 Z (GALV.) TENSION TIE OR EQUAL, 2x8 PRESSURE TREATED FASTEN WITH 8-10d x 1 .5" DECK JOISTS AT 16" O.C. NAILS, 4 LOCATIONS PER DECK FRONT PORCH SECTION N.T.S. '"ik L TCH HOUSE FISHERS ISLAND 03/20/2020 .s � ; � REV. 07/16/2020 CODES & STANDARDS ISHEET INDEX Building Code: 2015 IRC NYS 2017 Supplement PROJECT: 3rd Party Inspection Agency: PFS Corporation, Cottage Grove WI 1 of 5 - General Notes 245 Reservoir Rd Quality Assurance Manual: Superior Walls of America QA Manual 2 of 5 - Drawing Summary Block-AII.Layers Martha Litch & Amanda E Litch Lovell Site Preparation Guide: Superior Walls Builder Guideline Booklet. (MAN 42-9000) 3 of 5 - Plan View - All_Layers 245 Reservoir Rd. Fire Test Standards: ASTM E84, ANSI / UL 1715, UBC 26-3 4 of 5 - Multi-Isometric Fishers Island, NY 06390 5 of 5 - Sections [Project 60. 19-668] WALL MATERIALS Concrete Compressive Strength: 59000 PSI BUILDER: Water/Cement Ratio: <= 0.40 HO Martha Litch & Amanda E Litch Lovell Reinforcing Steel: No.4 and larger - 60,000 PSI 62 Parker Road No.3 and smaller - 40,000 PSI Westminister, VT 05158 Secondary Reinforcement: Polypropylene Fiber Embedded Wood Blocking: Pressur'e-Preservative-Treated DAMPPROOFING Contact: Greg Lovell EPS Foam Insulation: Flame Spread Index: 20 Smoke Developed Rating: 300 - Superior Walls panels are recognized Phone: 802-345-1682 XPS Foam Insulation: Flame Spread Index: 5 by the ICC-ES as an alternate method Fax: Smoke Developed Rating: 165 of providing foundation wall Mobile: dampproofing. No additional dampproofing E-Mail: greglovell@comcast,net is required. SITE CONDITIONS (See ICC-ES ESR-1553 & ESR 1662) Seismic Design Category: B MUNICIPALITY: Basic Wind Speed: 108 mph PLEASE t�07'E Suffolk Co. Frost Depth: Per Local Code inches Contact: Assumed Soil Bearing Capacity: 2000 PSS To comply with building code Phone: Assumed Wall Loading: 2700 Pounds/LF (uniform) Fax: requirements, the framing/decking Maximum Allowable Total UL: 3247 Pe°inds/LF (uniform) E-Mail: connections at the top of the Superior Crushed Stone Footing Depth: 8 inches Crushed Stone Size: 1/2 inch �r smaller Walls panels and floor slab at the J Backfill Material: Backfill With clean crushed stone or any of the following bottom of the Superior Walls panels soil types. GW, GP, GM, GC, SW, SP, SM, ML, SC, CL or up to 60 pcfe BUST be completed prior to backfilling. Beam Pocket(s): N/A CUSTOMt. ER RELEASE E3 I iLi Column Pad(s): 18000 (Pound Maximum As the authorized representative of the customer/builder � (see plan for locations, sizes, and loads) I have reviewed this document and the drawings6)M-.1 '.- GENERAL t�OYES contained in it. I understand that it was created from Weaver, Precast 1 . Jobsilte shall be prepared by the builder in accordance with the Superior Walls of America Builder information and dimensions provided by the custome,-1 North East Guideline Booklet (MAN 42-9000). builder and that Superior Walls will rely on that 68 Violet Avenue project,2. Auxiliary drain pipe must be four (4) inch diameter perforated and directed to a sump pit or daylight. information in the manufacture of this p ro Poughkeepsie, NY 3. Builder shall establish the required elevation benchmark. I acknowledge that I have compared this document to the Phone: 4. Builder shall ensure site access for trucks ��nd crane. sales ordedcontract and that this document supersedes Fes' 5. V ult Wind Speed: E-Mail:139 mph the sales order/contract with respect to the objects and Indo ndent License9 of Supedor Walls of America, std. dimensions contained herein. I approve the project I6�STAl.LATi 10�! NOTES depicfied in this document for production, and accept full DRAWING DATA: 1 . Installation shall be supervised by a SuperiorWalls certified installer. responsibility for any end all measurements, dimensions Sold by: House and information provided by the customer/builder. ( hereby Drawn by: DRL Certification is obtained through Superior lNalls of America, Ltd. DateFEB � 2 z���o 2. Installation shall comply with Superior Valls of America's Installation Manual (MAN 42-9008), release and discharge Superior Walls from any and s!II Created: 2/6/2020 past, present or future claims and damages arising from Last Revision: 2/6/2020 - or relating to the attached drawing and deviations in the Revision #: 0 drawing from information customer/builder provided. File Name: reservoirMUM seal.dnev PROJECT NO. Signature of Customer/Builder Date 19-668 Page 1 of 5 PROJECT: 245 Reservoir Rd Martha Litch 8 Amanda E Litch Lovell 245 Reservoir Rd. Fishers Island, NY 06390 [Protect No. 99468] BUILDER: Drawing Sumnary Block - All -Lnyers HO Martha Litch & Amanda E Litch Lovell --------------------- 245 Reservoir Rd. 4/4 XI Walls/Panels Fishers Island, NY 06390 1 Specialties Contact: Greg Lovell 2 Multi Studs 2 2x2 Column Pads -- Supplied by Superior Walls -- Installed by Superior Walls Phone: 802-345-1682 5 2x2 Column Pad's -- Supplied by Superior Walls — Instnlled by others Fax: 2 30 Column Pads -- Supplied by Superior Walls -- Instnlled by Superior Walls Mobile: E-Mail: greglovell@(*mcast.net 50 Mod Straps 4/4 XI Wa!Lls/Panels Type: 8'-2° Linear Feet: 122'-8° MUNICIPALITY: Suffolk Co. Drawing Notes Contact: Phone: Fax: - Object retails .n inches - E-Mail: --------------------------- Door Max.Hdr. ID # ObJ Desc Width Height Header (B.O.W) Capacity A 1 DR P/E Type E 41 84 10 4 5500 lbs. B 2 WIN DUO 32 20 6 3325 lbs. C 2 MS 2-Studs 92 DIF Dl 3 PAD 24 24 4_1/2 D3 3 PAD 24 24 4.1/2 D4 1 PAD 24 24 4_1/2 I6 2 PAD 36 36 6 Weaver Inc. 1 - Stone depth: 0'-9', Excavation Width: 2'-10' 824 EastMa Precast, 3 - Stone Depth: 0', Excavation Width: 2' Ephrata, PA 17522 4 - Stone Depths 0'-3°. Excavation Width: 2'-4° Phone: 717-733-4823 6 - Stone Depth: 0'-1", Excavation Width: 3'-1' Fax: 717-733-0386 E-Mail: DRAWING DATA: Sold by: House Drawn by: DRL Date Created: 11/15/2019 Last Revision: 11/15/2019 Revision #: 0 File Name: reservoir seal.drw PROJECT NO, 19-868 Page 2 of 5 —{— 34' co —I-- Ln �r 8'2" X"i Walls C/L of 10' Stairwell Header 31 5'4" 518// 78 c E Dl D3 D3 D4 D5 16 I6 cu -ii Dl I I clu D3 � 18 000 LBS. I co , Diagonal: 43'-7_1/2" M 0 0 co CD DRAWING DATA: 34' - I Sold by: House Drawn by: DRL Date Created: 11/15/2019 Last Revision: 11/15/2019 Revision M 0 File Name: reservoir seal.drw PROJECT NO, 19-668 Page 3 of 5 0 Rear Left View 00041 etc 0000 DRAWING DATA: Sold by: House Front Right View Drawn by: DRL Date Created: 11/15/2019 Last Revision: 11/15/2019 Revision #: 0 File Name: reservoir seal.drw PROJECT NO, 19-668 Page 4 of 5 Floor system Poquedme Joint Sealant (By Others, Connection To 13/4" Concrete Face Shell Wall Must comply With Builder 21/2" .XPs Insulation Pol a Joint Sealant 13/4" Concrete Face S10 he 1_„ Guideline Booklet Specifications) 2 Sill Plate Bolt =====° °° °°°°° °°=° ° ° ===°° ------ ------ ------ ' 101" °==------ -==°°°=========°° ==-= ---===-- Steel Reinforced 4 101" S 4 If 11„,�If „ Bond Beam Sill Plate1” EPS Bond Beam Vertical #4 Rebar Others 1" EPS Stud Insulat<on (Inside Each Stud) 21/2 " XPS Insulation (By ) Insulation Wiring EPS Chase For #3 Bond Beam Rebar And Plumbing Galvanized Funahed Bloclnng NON Steel Stud Stud Facing (BY Others)) ° 4 1 3" Concrete :Face Shell "' ' 4 Galvanized s . „HUN 'o„ •. Steel Stud Facing ": • Panel Divide Vertical #4 Rebar off"I Concrete Stud Scale: 3/4"=FO" (Inside Each Stud) LLLI (Wrapped In 1" EPS Insulation) 1" EPS stud Thsigation lollSH, Vertical #4 Rebar EPS Chase For W S, "" And Plumb loll (Inside Each Stud) ' Multi Stud Galy • 90 Degree Outside Corner °" •� Steel Stud Facing 1" EPS Bond Beam loll 3/4"=1'-0" "11 . Insulation Hole For Wiring 11 ll ' And Plumb R, ing . "" Slab Connector NII I'll 10 . ON "" (As Required) 11 ll 4 Concrete Floor Galvani7d 11,11' Steel Stud Fadug 2 i" XP�S Insulation Others See t 2 ,,,, CBY Steel Reinforced ll `_211 • ' ' Addition Of The Builder A Footing Beam ��'° Guideline Booklet For 21 XPS Insulation g II II „„ 2 Filter Membrane ' ' loll Further Details) (By overs) ,, . N1.1 Auxiliar�� Drain Pipe To Sump Or Daylight Clean Crushed Stone Footing (Depth Varies Per Application) i„ DRAWING DATA: Cr ss Section z Clean Crushed Stone 4,. , 8'-2" Xi Sold by. House Scale: 1/2"711.013Vir • �,� Drawn by: DRL Date Created: 11/15/2019 MCI l, .11l.;,lll=, �!ll!ll ll1_ll!—_ll1-1ll 1!1 ll1� ,lll=, ,�1- Last Revision: 11/15/2019 - � �— Revision #. 0 File Name: reservoirseal,drw Xi multi Stud Interior Elevation PROJECT NO. Scale: 1/2"4-0" 19-668 Page 5 of 5 CODES & 817AMDARDS I SHEEP INDEX Building Codi: 2015 IRC, NYS 2017 Supplement I PROJECT: 3rd Party Inspection Agency: PFS Corporation, Cottage Grove WI 1 of 5 - General Notes. 245 Reservoir Rd Quality Assurance Manual: Superior Walls of America QA Manual 2 of 5 - Drawing Sumary Block All_Layers IVpartha Litch & Amanda E Litch Lovell Site Preparation Guide: Superior Walls Builder Guideline Booklet. (MAN 42-9000) 3 of 5 - Plan mew - All_Layers 245 Reservoir Rd. Fire Test Standards: ASTM Ea4, ANSI / UL 1715, UBC 26-3 4 of 5 - Multi-Isometric Fshers Island, NY 06390 5 of 5 - Sections r WALL �W�Y�RI�L� I [Project 6�0. 9 9-668] ------- - Concrete Compressive Strength: 5,000 PSI BUILDER: Water/Cement Ratio: <= 0.40 HO Martha Litch & Amanda E Litch Lovell Reinforcing Steel: No.4 and larger - 60,000 PSI i 245 Reservoir Rd. No.3 and smaller - 40,000 PSIDAMPPROOFING Fishers Island, IVY 06390 Secondary Reinforcement: Polypropylene Fiber Embedded Wood Blocking: Pressure=Preservative-Treated Superior Walls panels are recognized Contact: Greg Lovell EPS foam Insulation: Flame Spread Index: 20 ��w�p by the ICC-ES as an alternate method pone: 802-345-1682 Smoke D�velop�d Rating. 300 � of providing foundation wall XPS foam Insulation: Flame Spread Index: 5 dampproofing. No additional dampproofing Fax: � Smoke Developed Rating: 165 is required. Mobile: (See ICC-ES ESR-1553 & ESR-1662) E-Mail: greglovell@comcast,net SITE COMD11TIONS Seismic Design Category: B PLEASE NOTE UNICIPALITY: Basic Wind Speed: 108 mph Suffolk Co. Frost depth: Per Loci Code inches To comply with building code Contact: Assumed Soil Bearing Capacity: 2000 PS11; requirements, the framing/decking Phone: Assurr�ed Wall Loading: 2700 Ponds/LF (uniform) connections at the top of the Superior F�ax Crushed Stone Fortin Depth: 8 inches Walls panels and floor slab at the E-Mail: 9 P bottom of the Superior Walls panels Crushed Stone Size: 1/2 inch or smaller Backfill Material: Backfill �°v!ith clean crushed stone or any of the following MUST b� completed prior to, backfilling. - soil type: GW, GP, GM, GC, SW, SP, SM, ML, SC, CL or up to 60 pct. Beam Pocket(s): N/A CUSYO�,'�ER REL�4SE As the authorized representative of the customer/builder Column Pad(s): 18000 Pound Maximum I Dave reviewed this document and the drawings oin , L 0 � (see plan for locations, sizes, and loads) contained in it. I understand that it was created from � GENERALinformation and dimensions provided by the customerl U �NOTES builder and that Superior Walls will rely on that 1 . Jobsite shall be prepared by the builder in a rdance with the Superior Walls of America Builder information in the manufacture of this project. Guideline Booklet (MAN 42-9000). Weaver Precast, Inc. 2. Auxiliarydrainpipe must be four (4) inch diameterperforated and directed to a sumpit or daylight. I acknowledge that I have compared this document t� the 824 East Main Street p sales order/contract and that this document supersedes 3. Builder shall establish the required elevation benchmark. the sales order/contract with respect to the objects and Ephrata, PA 17522 4. Builder shall ensure site access for trucks and crane. Phone: 717-733-4823 dimensions contained herein. I approve the project Fax: 717-733-0386 Ib�3Y�LL.t�TCON� 6�OY�S � ' depicted in this document for production, and accept Full E-Mail: responsibility for any and all measurements, dimensions 1 . Installation shall be supervised by a Superior.Walls certified installer. and information provided by the customer/builder. Thereby DRAWING DATA: release and discharge Superior Walls from any and a;, Sold by: House Certification is obtained through Superior Walls of America, Ltd. 2. Installation shall comply with Superior Walls of America's Installation Manual (MAN 42-9008). past, present or future claims and damages arising from Drawn by: DRL or relating to the attached drawing and deviations in the Date Created: 11/15/2019 drawing from information customer/builder provided. List Revision: 11/15/2019 NOV z5 zo,s Revision #: 0 Signature of Customer/Builder Date File Name: reservoir seal.dn+v � PROJECT NO, 1 -668 Page 1 of 5 i PROJECT: CN ��«- 2 5 Reservoir Rd artha Litch & Amanda E Litch Lovell 245 Reservoir Rd. Fshers Island, NY 06350 [Project No. 19468] i BUILDER: HO Martha Litch & Amanda E Litch Lovell Drawing Summary Block - All-Layers 245 Reservoir Rd. --------------------- 4/4 XI Walls/Panels Fishers Island, NY 06390 1 Specialties Contact: Greg Lovell 2 Multi Studs 2 2x2 Column Pads -- Supplied by Superior Walls -- Installed by Superior Walls Phone: 802-345-1682 5 2x2 Column Pads -- Supplied by Superior Walls -- Installed by othersI Fes: 2 30 Column Pads -- Supplied by Superior Walls -- Installed by Superior Walls Mobile: SO Mod Straps E-Mail: greglovell@comcast.net 4/4 XI Wails/Panels Type: 8'-2" Linear Feet: 12z'-8" UNICIPALITY: Suffolk Co. Drawing Notes ontact: ------------- Phone: - Object Details in inches - Mail: ----------------------------- Door Max.Hdr. ID # Ob # Desc Width Height Header '(B.O.W) Capacity A 1 DR P/E Type E 41 84 10 41 5500 lbs. B 2 WIN DUO 32 20 6 3325 lbs. IC 2 MS 2-Studs 92 0 D1 3 PAD 24 24 4_1/2 D3 3 PAD 24 24 41/2 1)4 1 PAD 24 24 4_1/2 I6 2 PAD 36 36 6 Weaver Precast Inc. 1 - Stone Depth: 0'-9", Excavation Width: 2'-10" 824 East Alain Streit 3 - Stone Depth: 0', Excavation Width: 2' Ephrata, PA 17522 4 - Stone Depth: 0'-3", Excavation Width: 2'-4# Phone: 717-733-4823 6 - Stone Depth: 0'-1", Excavation Width: 3'-1" Fax: 717-733-0386 E-Mail: DRAWING DATA: 9 old by: House ra�vn by: DRL Date Created: 11/15/2019 Last Revision: 11/15/2019 jRevision #: 0 F le Name: reservoir seal.drw PROJECT NO. 1 -668 Page 2 of 5 I h I f i I � i 341 i Ln d- Co A 8'8" X Walls C/L of 10' Stairwell Header I 0o uLO oo CU 3 54 58aSw 718# I c c14: I D3 D3 D4 D5 IG I6 Dl cU I D3 18,000 LBS. 1---/ I i co Dia oval: 43'-7-1/2" °O9B c� I i O Q l-1 CD CD 9 DRAWING DATA: Sold by: House r 34 . Drawn by: DRL Date Created: 11/15/2019 L � st Revision: 11/15/2019 4evision M 0 File Name: reservoir seal.drw PROJECT NO. 16-668 Page 3of5 I i Rear Left View i i i i DRAWING DATA: Sold by: House Front Right View Drawn by: DRL Date Created: 11/15/2019 i Last Revision: 11/15/20119 Revision #: 0 File Name: reservoir seal.drw � PROJECT NO. 19-668 Page 4 of 5 i Floor System PoVure we Joint Sealant (By Others, Connection To 13/4" Concrete Face Shell . Pol a Joint Nall Must Comply With Builder 21 " XPS Insulation 13/4 Concrete Fane Guideline Booklet Specifications) 10 • ' . ' ' i • . . go 2 Sill Plate Bolt ===-==== °°°° 101 --------- -------=====°°°==°°°°°°°=-= 101 Steel Reinforced "It " Bond Beam : Sill Plate 11 vertical #4 Rebar N INE 1 EPS Bond Beam " ;;;;;; . Others) 1 EPS tud Trisulat<on (Inside Each Stud) 2 /2 " XPS Insulation ;'p of to ,. (BY ) Insulation pp pp pp EPS For Wiring ,, 11,, Galvanized ���"� Finished Bloc ' #3 Bond ]3eam Rebar And Plumbing g : . Steel Stud Stud Facing (By Others) „;;;; 4 11 IN 1 3" Concrete Face Shell Galvanized ;;;I I; StePU el Stud Facing ""' Panel Divide Iloilo' ' i vertitcal #4 Rebar "I'll ' i . Concrete Stud Scale: 3 (Inside Eh stuff Iloilo ' till (Wrapped In 1 EPS Insulation) 1" EPS stud Insulation Vertical #4 Rebar EPS Chase For Wiring And Plumbing (Inside Each Stud) H pp . ,,,, Multi Stud "" Galvanized 90 Degree Outside Corner Steel Stud Facing 1" EPS Bond Bc,,am • ' Scale: 3/4"=V-0" ppON pp Insulation i Hole For Wiring ��11 °" And Plumbing HN . IN till "" ° Slab Connector �I f ' As Required) pollpoli ' Galvanized Concrete Floor i„ Steel Stud Facing 2 2 XPS Insulation "" "„ (BY ,,,, Others See t U'll . Steel Reinforced ::It ' ' Addition Of The Builder NIN ,,N Footing Beam pp Guideline Booklet For 2 till"" 2" XPS vnsulation 1. Further Details) Filt x Membrane pp H (By Others) ,,,, : pp Auxiliary Drain Pipe i To Sump Or Daylight Clean Crushed Stone Footin g (Depth Varies Per Application) Wall 1„ rushed DRAWING DATA:CleanC8'-2ki Cross Section 2 4.. �• Sold by: House Scale: 1/2"=1'-0" Drawn b : DRL Virgin Soil y Date Created: 11/15/2019 111, .l11. ,111,;,111 ll1_1!1 111 1!1 1!1!!1_lll 1!!ll!lll L st Revision: 11/15/2019 — — E . =III—� � �—� � � iii i � � III—,III„—,III„—,III Revision #: 0 File Name: reservoir seal.drw Xi Multi Stud Interior Elevation PROJECT NO. Scale: 1/2"=I'-O" 1 -668 Page 5of5 C'I l Cc#: 2494019 MANUFACTURER INFORMATION THIRD PARTY APPROVAL AGENCY Label Locations: Feeney Engineering ENERGY TESTING AGENCY: _ SN: As Noted. (HERS/ Energy Star Label located at 20 Alta Drive Certified Energy Raters, LLC ———— Ritz-Craft Corporation NTA, Inc. Kitchen Sink or Master Bedroom Closet) Newbu,gh, NY 12550 301A Regency Ridge Dr of PA, Inc. 305 North Oakland Avenue 15 Industrial Park Road Nappanee, IN 46500 (574)-773-7975 OFFICE: 845-590-5543 Dayton, OH 45459OFFICE: 800-671-1895 Mifflinburg, Pa 17844 ❑ ❑ ❑ M01 8RITZ-CRAFT CORPORATION FAIRFIELD DESIGN STUDIO EAST LYME MODEL HOMES RHODE ISLAND DESIGN STUDIO WWW.RITZ-CRAFT.COM ®® �► 1949 POST ROAD 128 BOSTON POST ROAD 271 POST ROAD COPYRIGHT a2019.THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARYAND MAY Connecticut NOT BE REPRODUCED WITHOUT THE WRITTEN , 06824 EAST LYM E, CT 06333 WESTERLY, RI 02891 PERMISSION OF'RITZ-CRAFT CORPORATION- Valley RFI ELDCT Valley Homes _ r 855-692-1678 800-468-6284 888-217-8252 "To the e > # ; r � st b of m y �. _ knowledge, belief, and Must provide Manuals Iin.���dQ��"` Professional judgement, "> S', rt;. ..,. D, and S as per find t�tLtt���o�' these document h e J a .- s have been ......... CC Enerand $ 7 ; �. .. Y gy Code Tssting,rcquxrr.&; reviewed r ,.gym, _,�;• ;y:; 1,•'te %Q.e .� � +y_.1.:.4n3.i compliance with the 20154, f c . ... t IRC and the 2017 NYS '%'moi,:.�%ie.E%f'+�•+l�,.•,� �r F('., f.�.,., _ �1 r Uniform Code Supplement" ". CC ^ F PLY WITH ALL CODES O1- .,,,...- ....... ». N��. 7W YORK STATE & TOWN CODESi9-20-19.. ..............:.......Fee.......... fJ D ney AS Rf-OUIRED D C ,. I OF BY DATE DESCRIPTION DRAWINGINDEX 05/23/19 PRELIM AMS rIr ARD SHEET: DESCRIPTION: 06/11/19 REV01 SDs CS Cover Sheet n Ffl 08/23/19 SUBSET BNB 10/16/2019 --- N1 Notes N2 Notes 6q �� FP1 1st Floor Plan Derived from NYDOS E1 1st Floor Electrical Plan approved building system BATH FAN VENT THRU SOFFIT FP2 2nd Floor Plan Y4 x'C PVC Y4 x 6'PVC Y4 z 'r PVC Z20i"CIR TEN XTERM TrdU rVTrRIfJR TRN E2 2nd Floor Electrical Plan FD Foundation Design Criteria ELV1 Elevations BW1 1 st Floor Braced Wall Plan BW2 2nd Floor Braced Wall Plan X1 Cross Section KATION I FAS1 Truss Fastening Details LEAD CONTENT BEFORE ��"-`�KATE OF OCCUPANCY r Posr FAS2 Module Fastening Details r SD1 Stair Detail y , OLDER USED IN WATER o ;;j, ,°SYSTEM CAN:`N'OT PN Plumbing Notes EACEEii 2110 OF 1% LEAD. ED Switch Detail I,ETi;�i! S T�Rr,,n �tifr.TE i �u'.OFf FURSUI^,f�!T TO CHAPTER 236 FLA1 Flashing Notes .� CLEcrRrcALnvoraRr-qnRc� Gc- THE TQG4'(� COLE PL1 1st Floor PlumbingPlan m PLUMBING f,,Ll-PLUMIBING WASTE SU1 1st Floor Supplies `.o6,TtEI L,._,2 17-a Iv E PL2 2nd Floor Plumbing Plan TEC"I'i: ta Epi 0 ,�.COV�c{t•1G N THE MARTHA LITCH HOME SU2 2nd Floor Supplies rn 0 N The enclosed drawings and specifications (referred hereinafter as subset) are the property of BUILDER: Ritz-Craft Corporation of PA, Inc. This subset is intended to show a specific plan or layout. CONNECTICUT VALLEY This is intended to show the Ritz-Craft building module is in compliance with all state code HOMES requirements and standard engineering practices in order for the general contractor to obtain MODULE / ROOF LAYOUT: CUSTOMER: CALCULATION MANUAL PAGES MARTHA LITCH a building permits. No part of this subset may be reproduced or used in any form or by any 6.5.12 (6068 SGD) 6.3.12 (HALLWAY HDR) FISHERS ISLAND , NY means without written authorization from Ritz-Craft Corporation Inc. This subset is RC ACT.MGR: SHAUN DERCK proprietary and confidential. Any unauthorized use is prohibited. s.3.t2 (3068 EXT DOOR) s.3.t2 (001-14060 2ND FLR) 0 6.2.84 (PD27280) 6.2.84 (DINING RM HDR) MODEL: VSC N The drawings in this subset should not be scaled for dimensional reference. All dimension A 6.0.48 (001.14060 do OVDH2836 IST FLR) 6.3.6 (STAIRWAY HDR) TITLE: lines and notes supersede any such reference. s N Ritz-Craft Corporation Inc. will be considered asub-contractor in all building projects, (st FL.R RDOF SITE ADDRESS: COVER SHEET SCALE: NTS supplying a building component to a general contractor or builder. All notes with reference to 275 RESERVOIR AVE N "in-field", "by other", "on-site" and "by builder" are pertaining to the responsibilities of the FISHERS ISLAND, NY 06390 SHEET: Y general contractor. SUFFOLK County CIS CO#: 2494019 SN: 0 NEW YORK NOTES: RITZ-CRAFT NYS Uniform Code (which incorporates by reference): CORPORATION •2017 Uniform Code Supplement,publication date Jul 2017 2017 UCS),which replaces the 1. These plans shall be used in association with the calculations provided in the submittal PP P Y ( ) P WWW.RITZ-CRAFT.COM 2016 Uniform Code Suppplement(2016 UCS) package and with the calculations provided in the previously approved systems drawings. ECT •References the International Code Council publications(the 2015 IRC,2015 IBC, 2015 IPC, MATTER CONTAINED'MISDOCUMENT HIS EREIN R'IETARYANDD THE JMAY These plans and calculation apply only to the specific elements contained therein. Any NOT BE REPRODUCED WITHOUT THE WRITTEN 2015 IMC,2015 IFGC,2015 IFC,and 2015 IEBC),with specific code printings,appendices, PERMISSION OF'RITZ-CRAFT CORPORATION' and referenced standards as identified in the 2017 UCS portion of the design not specified within the calculations or approval shall be in accordance with the prevailing building code or be designed by other registered design professionals. NYS Energy Code (which incorporates by reference): These plans and /or calculations shall be utilized only for the project listed and for the •2016 Supplement to the New York State Ener Conservation Construction Code, PP Energy loading conditions specified. All loading design criteria shall be verified and approved by a publication date August 2016, revised August 2016(2016 ECS).All references within the ""., (t °. 2016 ECS to the 2016 UCS,shall be deemed to be amended to be a reference to the 2017 local authorit havin UfISdICtIOn. `" '� �,f;iY1�°' a, , � < ,>. .5 ., . Y 91 ucs. 2. Foundation design is NOT INCLUDED in this plan set. The foundation shall be designed b • 9 P 9 Y r •References the 2015 International Energy Conservation Code(2015 IECC),as published by > other registered design professionals and shall account for all loads induced b the modular ; 9 9 P Y r : the International Code Council,with specific code printing, appendices, and referenced r~• .�`; >�- . "s standards .��" r.;• ) standards as identified in the 2016 ECS structure as depicted herein, as well as all other required loading, and shall be specific to the •ASHRAE 90.1-2013, printing as identified in the 2016 ECS ` } '`'` -z a «• P 9 site and soil conditions of the address specified. The foundation design shall be provided ;:•:; _ _.ufi,..ty , •Other referenced standards mentioned in 19 NYCRR Part 1240 and certified by a local design professional familiar with the site conditions. w. NOTE: 3. Primary and secondary roof drainage systems shall be designed locally by others to convey THE MANUFACTURER HAS NOT COMPLETED THE SITE ELEVATION: 19 ft ASL all rainwater from the roof areas. The primary roof drainage system shall be designed in FOLLOWING ITEMS IN THE PRODUCTION FACILITY: accordance with the provisions of the code of the local jurisdiction. The flow capacity of the THE THIRD-PARTY HAS NOT INSPECTED THE ITEMS AND secondary (overflow) drains or scupper shall not be less than that of the primary drains or THE ITEMS ARE NOT CERTIFIED BY THE NEW YORK AND DATE DESCRIPTION BY DESIGN CRITERIA scuppers. THE THIRD-PARTY CERTIFICATION LABEL. ALL 05/23/19 PRELIM AMS 4. This building IS NOT designed for the application of brick of stone veneer. Model Number or Name: 2494019 MANUFACTURER SUPPLIED AND FIELD INSTALLED ITEMS Occupancy: y g ( ) 5. Approval of plans for the foundation, exterior stairs, porches, decks, basement stairs, site 06/11/19 REV01 JDs 1 and 2 Family Dwelling NJ!VA:R5, MA:R3 MUST BE INSPECTED AT THE LOCAL LEVEL. Building Area: 1701 SQ. FT. 1st FLR: 929 SQFT. built additions and auxiliary structures, and installation of the home shall be in accordance 08/23/19 SUBSET BNB 2nd FLR: 772 SQFT. . Construction Type: �VB ❑ VA with the local code requirements1. FIELD CONNECTIONS OF MODULES 6. Basements, habitable attics, and every sleeping room shall have at least one operable No. of Stories Above Grade: 1 2. SMOKE DETECTORS TEST emergency escape opening. Sill heights of egress opening shall not be more than 44 inches Mean Roof Height: 19 FT. 3. HVAC INCLUDING DUCTS PROVIDED ON-SITE BY OTHERS Min. Distance to Lot Line: > 5 FT. above the floor. All emergency escape and rescue openings shall have a minimum net clear 4. PLUMBING CONNECTIONS TO FIXTURES FROM MAIN Exterior Wall Rating: 0 HR. opening of 5.7 square feet. The minimum net clear opening height shall be 24 inches, and LINES the minimum net clear opening width shall be 20 inches. Ground Snow Load (Pg): 20 PSF 5. FOUNDATION Roof Snow Load (Ps): 15.4 PSF Roof Pitch: 12 / 12 7. Installed water heaters shall have a drip pan as required by section P2801.6 of the 2015 IRC 6. ELECTRICAL SERVICE 8. Installed plumbing fixtures shall comply with 2017 NY UCS Table P2903.2 Minimum Roof Live Load: 20 PSF 7. WATER HEATER 9. Use of adhesive-only attachment of gypsum board shall comply with Technical Bulletin Roof Dead Load: 10 PSF TB-1023-RCNYS 8. GUTTERS Floor Live Load: 40 PSF 9. BATH AND DRYER EXHAUST DUCTS TO EXTERIOR Floor Dead Load: 10 PSF WHOLE-HOUSE VENTILATION PER R303.4 10. EXTERIOR SIDING Wind Speed'. 108 MPH Vasd ( 139 Vuft ) 11. EXTERIOR LIGHT FIXTURES Wind Exposure: D 12. PORCH ROOF, SLABS, POSTS, DECK Seismic Design Category: B ATTENTION LOCAL BUILDING DEPARTMENT: 13. ALL APPLIANCE INSTALLATIONS Electrical Service Panel Size: 200 AMPS; The building structure depicted on these plans has been approved by the 14. BASEMENT STAIRS, HANDRAIL AND GUARDRAILS Additional Sub-Panel? ❑Y ON Division of Code Enforcement and Administration of the New York 15. MAIN ROOF/PORCH ROOF FIELD CONNECTIONS Permissible Gas Type: N/A Department of State for RESIDENTIAL USE ONLY. 16. WHOLE HOUSE VENTILATION TO BE SIZED AND Design Codes: see Sheet N1 p INSTALLED BY OTHERS PER ACCA MANUAL J 0 aEi NOTE: ADDITIONAL NOTES: BUILDER RESPONSIBLE TO COMPLY WITH NYCRR Thermal Climate Zone: see RESCheck PART 1265.1 AND NOTIFY CODE ENFORCEMENT • THERE IS GOOD AND SUFFICIENT CAUSE SHOWING THAT THE UNIQUE Degree Days: see RESCheck OFFICIAL OF THE USE OF ENGINEERED LUMBER / CHARACTERISTICS OF THE SIZE, CONFIGURATION OR TOPOGRAPHY OF THE SITE m Minimum Furnace Output: TRUSSES AND POST APPROPRIATE SIGNAGE ON RENDER THE ELEVATION STANDARDS OF SECTION R322 INAPPROPRIATE. Thermal Transmittance Values: Floor* Wall* Roof* STRUCTURE. 0 ALL FIRE BLOCKING MUST BE COMPLETED BETWEEN MODULES AT Q ADDITIONAL SPECIAL CONDITIONS AND/OR LIMITATIONS AND/OR ITEMS FLOOR/CEILING LEVELS AT THE TIME OF SETUP. ALL LIFTING HOLES MUST BE SUBJECT TO LOCAL INSPECTION: FIRE BLOCKED PRIOR TO EXTERIOR FINISH COMPLETION. o - ANCHORING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE 0 ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURER'S N RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIES. SUBSTITUTE Verified �� ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE BUILDER: See RESCheck y FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER CONNECTICUT VALLEY ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING HOMES CUSTOMER: or PRACTICE. PER R609.7.1 o Flame Spread Index: < 200 10/16/2019 MULLIONS SHALL BE TESTED BY AN APPROVED TESTING LABORATORY IN MARTHA LITCH a • Smoke Development Index: < 450 . ACCORDANCE WITH AAMA 450, OR BE ENGINEERED IN ACCORDANCE WITH FISHERS ISLAND , NY o • Sheathing Span Rating: �+ RC ACT.MGR: SHAUN DERCK ACCEPTED ENGINEERING PRACTICE. MULLIONS TESTED AS STAND-ALONE UNITS 7/16" OSB: 24/16 DeriOR QUALIFIED BY ENGINEERING SHALL USE PERFORMANCE CRITERIA CITED IN MODEL: vSC 1/2" OSB: 32/16 approved from dYDOS SECTIONS R609.8.1 R609.8.2 AND R609.8.3. MULLIONS QUALIFIED BY AN TITLE: 1/2" PLYWOOD: 32/16 approrred building system ACTUAL TEST OF AN ENTIRE ASSEMBLY SHALL COMPLY WITH SECTIONS N 22/32" OSB: 48/24 R609.8.1 AND R609.8.3. NOTES 0 SCALE: NTS N N N 1 ]C CO#: 2494019 SN: FLOORPLAN ELECTRICAL ---- 011 WIRING & CIRCUIT LABELS 200 AMP0 ROUGH OPENING CIR. DESCRIPTION WIRE M CIR.j DESCRIPTION WIRE M RITZ-CRAFT CALLOUT WIDTH HEIGHT TYPE MANUF. LIGHT VENT U EGRESS REMARKS ix KITCHEN GFI 12-2 20 1 KITCHEN 14-2 15 M R IN GENERAL I LIGHTING CORPORATION 3068 15-LITE 38.50 82.50 Inswing09.14 19.33 0.36 - KITCHEN GFI 2X MORNING/DINING ROOM 12-2 20 2 GENERAL LIGHTING 14-2 15 PD27280 72.25 80.00 Sliding 30.80 15.28 . 4 - 3X REFRIGERATOR 12-2 20 3 GENERAL LIGHTING 14-2 15 WWW.RITZ-CRAFT.COM 6068 SGL SWING 76.00 82.50 Inswing 18.29 19.33 0.36 - COPYRIGHT02019 THIS DOCUMENTAND THE SUBJECT OVDH2436 24.50 36.50 Double Hung ViWinco 02.93 01.58 0.29 4X WASHER 12-2 20 4 GENERAL LIGHTING 14-2 15 MATTER CONTAINED HEREIN IS NOT MAY NOT BE REPRODUCED WITHOUTHOUT THETHE WWRITTEN PERMISSION OF'RITZ-CRAFT CORPORATION' OVDH2836 28.50 36.50 Double Hung ViWinco 03.67 01.95 0.29 5X DISHWASHER 12-2 20 5 FURNACE 14-2 15 OVDH4060 140.50 60.50 1 Double Hung jViWinco 111.19 105.82 10.29 EGRESS 6X OUTSIDE RECEPTACLE GFI 12-2 20 6 GENERAL LIGHTING 14-2 15 OVDH4060 MULL 81.00 60.50 Double Hun ViWinco 22.38 11.64 0.29 EGRESS ' 7X 1ST FLOOR BATH GFI 12-2 20 7 GENERAL LIGHTING 14-2 15 IF FOUNDATION � 8X SM. APPLIANCE REQUIRED 12-2 20 8 GENERAL LIGHTING 14-2 15 f � ' Pip 9X 2ND FLOOR BATH GFI 12-2 20 9 GENERAL LIGHTING 14-2 15 l OX GARBAGE DISPOSAL 12-2 20 10 GENERAL LIGHTING 14-2 15 SPECIAL NOTES TO BUILDER(DEALER: Im s "" ry•,_ :r- `�;��.� -, +5 r;,,, , 11X WHIRLPOOL MOTOR GFCI 12-2 20 11 GENERAL LIGHTING 14-2 15 1. THE SOLE PURPOSE OF THIS PAGE IS TO RELAY ' FOUNDATION DESIGN CRITERIA TO THE DESIGN 12X MICROWAVE 12-2 201 12 GENERAL LIGHTING 14-2 15 PROFESSIONAL RESPONSIBLE FOR THE FOUNDATION DESIGN. THIS IS NOT A CONSTRUCTION DOCUMENT AND 13X FREEZER 12-2 20 13 GENERAL LIGHTING 14-2 15 SHOULD NOT BE USED AS SUCH. Verified by 14X DINING ROOM REQUIRED U 12-2 20 14 GENERAL LIGHTING 14-2 15 2. FOUNDATION DESIGN CRITERIA IS LIMITED TO PROFESSIONAL ENGINEER SEAL IF WIND/SEISMIC AND/OR GRAVITY LOADS AND 15X SM. APPLIANCE 12-2 20 15 GENERAL LIGHTING 14-2 15 DATE DESCRIPTION BY IF REQUIRED COLUMN/PIER/PILING SPACING AND LOCATIONS. 16X SM. APPLIANCE REQUIRED 12-2 20 16 GENERAL LIGHTING 14-2 15 3. FOUNDATION DIMENSIONS AND ELEVATION DIFFERENCES 05/23/19 PRELIM AMS 10) 16/2019 17X GARAGE GFCI IF 12-2 20 17 GENERAL LIGHTING 14-2 15 SHALL BE OBTAINED FROM THE BUILDER'S COPY OF THE REQUIRED FLOORPLAN. 06/11/19 REV01 JDS 18 19 AC 10-3 LIGHTING 14-2 15 10-3 30 4 MODELSWINDOW SHALL BES OBTAINED FROM THE BUIILD RFOR RAISED RANCH AND L'S COPYIT L 08/23/19 SUBSET BNB ELEC Derived from N`I'DOS 1H EBB HEAT 12-2 20 20 DRYER OF THE FLOORPLAN. ( ) 10-3 30 5. IN THE EVENT OF A DISCREPANCY BETWEEN THE approved building system 2H EBB HEAT 12-2 20120 DRYER (GAS) 12-2 20 BUILDER'S COPY OF THE FLOORPLAN AND THIS 3H EBB HEAT 12-2 20 21 WATER HEATER (ELEC) 10-2 25 DOCUMENT, THE BUILDER'S COPY OF THE FLOORPLAN SHALL SUPERSEDE ANY AND ALL INFORMATION PROVIDED 4H EBB HEAT 12-2 20 22 ELECTRIC RANGE 8-3 40 ON THIS PAGE. 5H EBB HEAT 12-2 20 23 GAS RANGE 14-2 15 6. THIS PAGE IS NOT AND SHALL NOT BE USED AS A CONSTRUCTION DOCUMENT. THE INFORMATION ON THIS 6H EBB HEAT 12-2 20124 ISELF CLEANING RANGE 6-3 50 PAGE MAY NOT BE COMPLETE OR ACCURATE ENOUGH TO 7H EBB HEAT 12-2 20125 1 WALL OVEN (GAS) 12-2 15 USE FOR CONSTRUCTION PURPOSES AND SHOULD NOT BE USED AS SUCH. 8H EBB HEAT 12-2 20126 WALL OVEN (ELEC) 8-3 401 7. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR THE 9H EBB HEAT 12-2 201 27 SELF CLEAN WALL OVEN 8-3 40 FINAL CONSTRUCTION DOCUMENTATION REQUIRED BY THE STATE AND/OR LOCAL AUTHORITY HAVING JURISDICTION. 10H EBB HEAT 12-2 20 28 COOK (DW DRAFT) TOP(ELEC) 8-3 40 8. RITZ-CRAFT CORPORATION ASSUMES NO RESPONSIBILITY ALL APPLIANCES WILL BE LABELED TO MEET THE 11H EBB HEAT 12-2 20 29 COOK TOP (GAS) 12-2 20 FOR ERRORS IN THE DESIGN OR CONSTRUCTION OF THE REQUIREMENTS OF CHAPTER 13 OF THE 2015 NY IRC 12H EBB HEAT 12-2 20 30 ELEC. WALL OVEN W/MICRO 8-3 40 RESPECT FOUNDATION AND THEREOFSHALL HAVE NO LIABILITY WITH 13H EBB HEAT 12-2 20 31 ELEC. FURNACE (60 AMP) 6-3 40 ° WINDOWS, SLIDING DOORS, AND EXTERIOR SIDE-HINGED [14HIEBB HEAT 12-2 20 32 ELEC. FURNACE (30 AMP) 10-3 30DOORS SHALL BEAR A LABEL IDENTIFYING MAUFACTURER, BUILDER MAY INSULATE BASEMENT WALLS IN PLACE ca PERFORMANCE CHARACTERISTICS, AND APPROVED ' PHOTO ELECTRIC SMOKE ALARM FOR THE STATES OF VERMONT dt MASSACHUSETTS. OF FLOOR INSULATION, AS DICTATED BY LOCAL * IF BASEMENT, SMOKE AURM INSTALLED ON-SITE INSPECTION AGENCY TO INDICATE COMPLIANCE with * IF INTERIOR PANEL BOX, A DISCONNECT IS REQUIRED AT THE NEAREST POINT OF ENTRANCE OF THE CODES. AAMA/WDMA/CSA 101/I.S.2/A440. SERVICE CONDUCTORS. ° * SERVICE CAKES SHALL COMPLY W/ ART. 338 OF THE NEC THE FACTORY RECOMMENDS EXTENDED VENTILATION * THE GROUNDING ELECTRODE SYSTEM WILL BE SITE INSTALLED do CONFORM TO ART. 250-III OF THE OF THE BASEMENT DURING CURING OF THE 1ELECTRICAL LOAD CALCULATION NEC.ST FLR WINDOWS ARE WITHIN 72" OF GRADE, 2ND FLR HEATING COOLING: CONCRETE WALLS AND FLOORS TO ALLOW FOR WINDOWS ARE OVER 24" FROM FLOOR TO COMPLY WITH MOISTURE DISSIPATION. FALL PROTECTION REQUIREMENTS. WA HVAC: 5000 i 6ALL VENTS AND EXHAUSTS FROM BATH FANS AND RANGE OTHER LOADS: ELEC BASEBOARD: 0 ° HOOD WILL BE INSTALLED AND EXHAUSTED THRU SOFFIT IN WATTS JO JUNCTION BOX FAN LIGHT ® PANEL BOX 0) NATION N ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. GENERAL LIGHTING SQ.FT * 3): 5103 PF PADDLE FAN WATER PROOF DOOR CHIME SMALL APPLIANCES CIRCUITS * 1500: 4500 EXTERIOR LIGHT CLOTHES DRYER VENTED THROUGH WALL IN RANGE (ELEC): 8000 OT THERMOSTAT ® PHONE SPECIAL FOUNDATION NOTES FOR NEW YORK ONLY BUILDER: °i ACCORDANCE WITH THE MANUFACTURER'S REFRIGERATOR: 750 $ SINGLE SWITCH { L } CEIUNG LIGHT CONNECTICUT VALLEY ' INSTRUCTIONS. MICROWAVE: loon $3 3-WAY SWITCH TV THE FOUNDATION PLAN IS PROVIDED FOR THE PURPOSE OF COMMUNICATING HOMES oPL PENDANT LIGHT FOUNDATION DIMENSIONS AND DESIGN PARAMETERS IMPOSED BY MODULAR DISHWASHER: 12004 4-WAY SWITCH SP SPEAKER CUSTOMER: CONSTRUCTION ONLY. COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC o PROTECTION OF EXTERIOR WINDOWS AND GLASS DOORS CLOTHES WASHER: 1000 MARTHA LITCH a ttOV RECEPTACLE HL HEAT LAMP SP SPEAKER WIRE PLATE SITE CONDITIONS, IS TO BE PROVIDED BY A REGISTERED ARCHITECT OR ENGINEER IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS CLOTHES DRYER (ELEC): 5000 AND IS SUBJECT TO REVIEW AND APPROVAL BY THE LOCAL AUTHORITY HAVING FISHERS ISLAND , NY 3 SHALL BE IN ACCORDANCE WITH SECTION R301.2.1.2 WATER HEATER (ELEC): 5000 (D 220V RECEPTACLECV CENTRAL VAC JURISDICTION. THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR THE RC ACT.MGR: SHAUN DERCK 0 ❑T HEAT LAMP TIMER' DESIGN, CONSTRUCTION AND CODE COMPLIANCE OF ALL FOUNDATION ELEMENTS. MISC: 0 SWITCHED F====9BB HEATER MODEL: VSC BUILDING CAVITIES CANNOT BE USED FOR DUCTS OR SUBTOTAL OTHER LOADS: 31553 RECEPTACLE PC PULL CHAIN LITE N PLENUMS (TOP ONLY) TITLE: 1st 10 KW of OTHER LOADS 0 100%0. 10000 XX CIRCUIT ® UNDER CABINET LIGHT ES EYEBALL SPOT NOTES REMAINDER of OTHER LOADS ® 40% 8621 � SMOKE ALARM GREATER of HEATING/COOLINGSA RS RECESS SPOT SCALE:LOADS ABOVE: 5000 ® NTS CARBON-SMOKE N TOTAL CALCULATED LOAD: 23621 ALARM COMBO RECESS LED SPOT SHEET: Y = 98 AMPS N1 Co#: 2494019 SN: B ❑ ❑ *** OPTIONAL FEATURE : ° ° A WORK TO BE PERFORMED BY C.V.H., THE RITZ-CRAFT OWNER OR THE GENERAL CONTRACTOR AS CORPPOORAATTION �-CRAFT NOTED ON THE CONSTRUCTION AGREEMENT WWW.RITZ ,COM COPYRIGHT 62019.THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARYAND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF'RITZ-CRAFT CORPORATION' f. THE VERTICAL DISTANCE , - ... 5-4" 5-7" BETWEEN COOKING TOP TO UNPROTECTED COMBUSTIBLE .,,-::; THRESHOLD 23'-5%' a MATERRIAL IS 36 2 10 ly � e< ' I�..< f: S r < 5 STEP PATIO- <• " , HDR41) 2x10 SPF NOTE ##tt ----------------- ALL ON-SITE 0 2836 SG OVDH4060 I PD27280 I THB2: (2 2x6 SPF F "rs THB2 A CONNECTIONS: _ "'1 "<A : rN•� ° FLATS TO CEILING BANDS W/ (3) SDS25600 SCREWS EACH END .' / . ' EGRESS 15 X —� 0 I ., �1� g l c0 I I 2'-5 /6 TOESCREW FLOOR BANDS TO FLATS W/ (3) SOS25600 SCREWS EACH END STORY TO STORY 0 m 1 LI TY ; -I LVP - STaRs BY R/c LAP THB1 AND THB2 AT CORNER CONNECTION VINYL I I - c 60' SHOWER I 8 1/4' MAX. RISE 9 i -T 1 MAX. TREAD HANDRAIL HT. 36" I PROFESSIONAL ENGINEER SEAL 11" BAR O.H. 1 CARPET M m Q z I ----TAT r-----ia DATE DESCRIPTION BY cD —I I ADJ. I I '5 a``' 3 -t- ao caMFORT I- -I WELVESI x4 I "a 05/23/19 PRELIM AMS = Q C14 HEIgiT C4 1 815 1 SBD B UP %' cn _ -- -- - - Dw 24 SLOPED WALL INNF= X Q B UL TP BY I I I �i W/WOOD CAP Naz 06/11/19 REV01 JDS m p OWNER I I 39 ALL I ETS TO ��- m 08/23/19 SUBSET BNB a o I J CEILING w/ 3" CROWN o � 2668/1 KITCHEN /DINETTE Ver IIC� by �� --- i $ LVP - N vo THB1 CONNECTIONS: O A��2 3 E ————— Z BOTTOM PLATE TO FLOOR BANDS W/ (3) SDS25600 SCREWS EACH END WV�QTER u 17.02(READ) 41.99 (PROV) —_—_ TOP PLATE TO CEILING BANDS W/ (3) SDS25600 SCREWS EACH END �, _ _ n est (REao) 21.10(PROP) ON FLATS TO CEILING BANDS W/ (3) SDS25600 SCREWS EACH END ___ 11 HASMER STARS TOESCREW FLOOR BANDS TO FLATS W/ (3) SDS25600 SCREWS EACH END 1 V�l 2 B HRW3621243 P1593 I 7 —5 -BY fl S-— LAP THB1 AND THB2 AT CORNER CONNECTION VINYL '�,� 4 RO I 8 1/4 MAX. RISE YL Tp W12 W2139 I -9' OAR.-TREAD INC ^ 2668 --__ — TRAYS RFFFH Al CM CL81: (2) 1.5x9.25 LVL ME, `" CLB2: (1) 200 SPF#2, „TM A 78'AFT. EA. MODULE 2668 Derived from NYDOS EA. MODULE _LCMI LHVL4e 44_AFf approved building system I I I Z 0 1 CD �QQOW. I . C. U N M CARPET c wow 2x6 PLUMBING WALL O00 J E I ¢ ----- LVP CL y N z CARPET ------COAT MASTER LIVING o°° BEDROOM 4 8 ROOM AREA • 190.36 SF m ` AREA = 15) 1 9 LT= 15.23 (READ) 18.29 (PROV) LT= 12.32(RE ) 9.33 PROV)(PROV) VT= 7.61 (READ) 19.33(PROV) Vi= 6.16 (READ) 19.33(PROV) � 1 �c�l� D I� Q I ACTIVE ACTIVE Nir HDR5: 1 1.5 .25 LVL 2.0E DR5: 1 1.5 .25 LVL 2.0E °i 6068 DBL SWING 3068 15—LITE 6068 DBL SWING N THEjR ATRU No I� 6'-6" 27'-6" a' 0 4' DORMER 17'-0" , 4 DORMER °' cc 12'-0' 5-5" I 14'-10" I BUILDER: " PORCH CONNECTICUT VALLEY HOMES a 0 0 (***� CUSTOMER:MARTHA LITCH a *ATTIC VENTILATION PROVIDED RIDGE VENT AND VENTED RC ACT.MGR: SHAUN DERCK SOFFIT. MINIMUM REQUIRED VENTI71 FISHERS ISLAND , NY LATION SHALL BE 11.34 SF (1701 SF / 150). MODEL: VSC NOTE: TITLE: 04 DOUBLE HUNG WINDOWS0 : NY INSIGNIA 1. ALL 1st FLOOR LOAD—BEARING EXTERIOR WALL HEADERS TO BE:(1)2x1O SPF#2 (IN CLG PERIMETER), ® : NTA—F2 1ST FLOOR PLAN °iLVL IS 2.0E W/ Fb=3100 PSI UNLESS NOTED OTHERWISE SCALE: N 0 ® : DATA SHEET 1/4"=1'-0" N SHEET: Y FP1 CO#: 2494019 SN: ❑ ❑ ❑ ❑ *** OPTIONAL FEATURE : RITZ-CRAFT CORPORATION WORK TO BE PERFORMED BY C.V.H., THE OWNER OR THE GENERAL CONTRACTOR AS WWW.RITZ-CRAFT.COM COPYRIGHT02019 THIS DOCUMENT AND THE SUBJECT MATTERCONTAINED HEREIN IS PROPRIETARY AND MAY NOTED ON THE CONSTRUCTION AGREEMENT NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF'RITZ-CRAFT CORPORATION' TO 2ND FLR FLOOD LIGHT ✓}` t `' v' ' ' f r, . EXT BATH FAN / GFCI / DRYER VENT LOC. OVERHEAD EXHAUSTG ------------------- VENT LOC. i =`�.�.. ���.<�-- �f f, � t�Mf♦ HOOD VENT LOC. - -�-------------� •5 i f3: tY X O PADDLE FAN FANN � ,.GFlLIGHT COMBINATION — RS S SINGLE SWITCHWATER PROOF PROFESSICNAL ENGINEER SEAL o — I 5 0 EXTERIOR LIGHT 3 3-WAY SWITCH � DATE DESCRIPTION BY ` \ \ S4 4-WAY SWITCH { L } CEILING LIGHT 0 I L ---__-F_ --STD_HL T____� \ f 05/23/19 PRELIM AMS F - 5-11�(KSLt c GFl �� RS RS 0 11 OV RECEPTACLE i_ � GFl\ ® RECESS SPOT I \ J i OW/5x i I (P 220V RECEPTACLE ® PANEL BOX 06/11/19 REV01 JDS -- i I GFl r-I -- `------- ` SWI SMOKE ALARM 08/23/19 SUBSET BNB IaG t l 2ND L CARBON-SMOKE dimer Nc1q 0 ` IE�I /DIN I�IA�J SAFL S ALARM COMBO L -- i 0 sm�,�r. ---- Verified by I - 1 _ ADDITIONAL NOTES: / - - G RS RS r �� n �� \ \ RECESSED LIGHTING FIXTURES WHEN INSTALLED IN THE i r --- WITH NO "` " `.. T R L o 60a` .F.F \imm r -`/ ___= BUILDING ENVELOPE MUST BE TYPE IC RATED, f f `f GF / A BATH GFl Z \CENTERED PENETRATIONS BETWEEN INSIDE FIXTURE AND THE CEILING 0f FV-OS-11 VKSL1 3x C FULL WALL — — — --}----- CAVITY, AND CASKETED OR SEALED TO PREVENT IN _ _ LEAKAGE; OR TYPE IC RATED INSTALLED INSIDE A \ SEALED BOX Timer A 100-200 AMP PANEL BOX MAY BE USED. PANEL MAY Derived from NYDOS ---------- BE FACTORY OR FIELD SUPPLIED AND INSTALLED PER E3907.9 &WHEN ELECTRICAL PANELS ARE FACTORY INSTALLED&4001.15 approved building system L I WITHIN THE MODULAR STRUCTURE, A SERVICE DISCONNECT SHALL ALSO BE PROVIDED AT A READILY W. I . C, i / \ ACCESSIBLE LOCATION NEAREST THE POINT OF ENTRANCE \ \ AT THE SERVICE CONDUCTORS PER NEC 230.7(A)(1) o _ \ 75% OF PERMANENTLY INSTALLED LIGHTING FIXTURES N _ 60`AF, SHALL HAVE HIGH EFFICACY LAMPS 0 ------------- MASTER M. � I LIVING BEDROOM \\� ROOM L N / o XL , XL EXT. N GFCI /13 S \� ` W B S W ` — — — — BUIL CONNECTICUT VALLEY -•.... „•_ HOMES CUSTOMER: 0 MARTHA LITCH 0 a FISHERS ISLAND , NY RC ACT.MGR: SHAUN DERCK 0 2014 NEC ELECTRICAL NOTES MODEL: VSC 1. ALL RECEPTACLES TO BE GROUNDED TYPE. 7. A GFCI BREAKER OR LISTED TAMPER RESISTANT TYPE GFCI RECEPTACLE IS REQUIRED FOR, BUT NOT LIMITED TO, ALL CIRCUITS SERVING ALL BATHROOM RECEPTACLES. TITLE: 2. A MINIMUM OF (2) 20 AMP RATED BRANCH CIRCUITS SHALL BE PROVIDED TO SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS LOCATED IN KITCHEN, PANTRY, BREAKFAST 8. GFCI PROTECTION IS REQUIRED FOR OUTLETS THAT ARE WITHIN SIX FEET OF THE OUTSIDE EDGE OF A KITCHEN, LAUNDRY, UTILITY, OR WET BAR SINK, DISHWASHER, BATHTUB OR AREA, DINING AREA OR SIMILAR AREA OF A DWELLING. SUCH CIRCUITS SHALL HAVE NO THEIR OUTLETS. SHOWER. 1 ST FLOOR 0 3. A MINIMUM OF (1) 20 AMP RATED BRANCH CIRCUIT SHALL BE PROVIDED TO SERVE BATHROOM RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS, UNLESS 9• A LISTED TAMPER RESISTANT TYPE EXTERIOR WEATHER-RESISTANT/WEATHER-PROOF GFCI OUTLET IS REQUIRED TO BE LOCATED AT BOTH THE FRONT AND REAR OF ALL ELECTRICAL PLAN SUCH CIRCUIT ONLY SERVES A SINGLE BATHROOM AND OUTLETS WITHIN. DWELLING UNITS. OUTLET MUST BE LESS THAN 78 ABOVE GRADE LEVEL A RECEPTACLE IS ALSO REQUIRED FOR ALL PORCH/DECK/BALCONIES, AND MAY BE USED TO COMPLY 4. ALL 125 VOLT, 15 or 20 AMP RECEPTACLES AS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER RESISTANT WITH 2014 NEC 210.52 (E) WHEN AT GRADE LEVEL AND WITHIN 24" REACH. SCALE: 1/4"= 1'-0" N 5. A COMBINATION TYPE ARC-FAULT BREAKER IS REQUIRED FOR ALL BRANCH CIRCUITS THAT SUPPLY 120V, SINGLE PHASE, 15 and 20 AMP OUTLETS INSTALLED IN KITCHENS, 10.A 100-200 AMP PANEL BOX MAY BE USED M LAUNDRY ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR 11.ELECTRIC DROP AND/OR PANEL LOCATION MAY VARY. SHEET: N ROOMS OR AREAS, INCLUDING THE SMOKE ALARMS, DISHWASHER AND LAUNDRY AREAS. 12.A RECEPTACLE OUTLET INSTALLED TO COMPLY WITH A REQUIREMENT FOR AN INDIVIDUAL BRANCH CIRCUIT SHALL CONTAIN A SINGLE RECEPTACLE, OR A MULTIPLE RECEPTACLE 6. A GFCI BREAKER OR LISTED TAMPER RESISTANT TYPE GFCI RECEPTACLE IS REQUIRED FOR, BUT NOT LIMITED TO, ALL CIRCUITS SERVING ALL COUNTERTOP OUTLETS. IF, AND THEN ONLY TO THE EXTENT THAT, THE SUPPLIED EQUIPMENT INCLUDES MULTIPLE SUPPLY CORD CONNECTIONS. E 1 Y CO#: 2494019 SN: ❑ ❑ *** OPTIONAL FEATURE: WORK TO BE PERFORMED BY C.V.H., THE RITZ-CRAFTCORPORATION OWNER OR THE GENERAL CONTRACTOR AS a WWW.RITZ-CRAFT.COM NOTEDON THE CONSTRUCTION AGREEMENT COPYRIGHT 02010.THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARYAND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF'RITZ-CRAFT CORPORATION' 34'-0" 10'-0)12„ 5,-1)12 13'-0Y2„ 3'-8 ,� 01 r HDR2: (1) 2x8 SPFJ2 � OVDH4060 SG OVDH4060 MULL ;, HDR1: 1 1.5x7.25 LVL 2.0E EGRESS I I EGRE ; I I W-3/8 STORY TO STORY J 1 1 STAIRS BY R/C { '' BEDROOM #2 BEDROOM 3 I I 81/4' MAX. RISE • CARPET MAX. TREAD CARPET 00 i oo AREA - 12&87 SF o I t o S-8" Q DATE DESCRIPTION BY I I AREA = ts7.64 SF 05/23/19 PRELIM AMS LT= 10.31 (READ) 22.38(PROV) I I LT= 13.41 (READ) 2238 (PROV) VT= 5.15 (REOD) 11.64(PROV) I t VT=6.71 (READ) 11.64(PROV) N I I _ CARPET 06/11/19 REV01 JDS LIJ D w o 08/23/19 SUBSET BNB 0 O V W LINEN N ------------ r N O Verified by C, 00 00 3068 � z CD 0 O '� + 1rJ01 Qco x 0 ,� O o N N _-c "' HANDRAIL HT. 36" HDR:1)2x8 SPF#2 ? N HDR:1)2x6 SPF2 ER MOD/FLUSH COLIN . I N N MO /Fl_ PER CEILING/FLUSH D LOFT S-8.. Derived from NYDOS � � � o was ,va1D CARPET approved building system stem so• n>a OWER 6 12 -- -- 12 a= ,3�(r�aoj;4.1s(PRo,q o VT 6.73(READ) 7.40(PRO{ N w p rn i; C3 MAIN 00 ILING LINE W N N - ---- - -------- ----------------- ---� r------- -- --- --- - ----------- c� o ; BATH 1 4 68 SL PED CEILING ' 1 I O I I //2 TB (1)2x6�FJ2(PERP HEADER) ------------ I (1)2x6�WV(PERP HEADER) E E C l ) (1)2115 SPF/2(PAR HEADER) N (1)2116 SPF/2(PAR HEADER) oi KNEE WALL C (5' —1") m .a a OVDH2436 SG OVDH2436 �r 0 tV 6'-6• 27'-6" N 4' DORMER 4' DORMER 04 BUILDER: o CONNECTICUT VALLEY HOMES 0 CUSTOMER: a MARTHA LITCH a FISHERS ISLAND , NY 3 RC ACT.MGR: SHAUN DERCK MODEL:cn VSC rn TITLE: N 0 2ND FLOOR PLAN C SCALE: 1/4"= V-0" N rn SHEET: N FP2 Y Co#: 2494019 SN: *** OPTIONAL FEATURE: RITZ-CRAFT WORK TO BE PERFORMED BY C.V.H., THE CORPORATION OWNER OR THE GENERAL CONTRACTOR AS WWW.RIT`Z-CRAFT.COM COPYRIGHT 02079.THIS DOCUMENT AND THE SUBJECT N N THE CONSTRUCTION AGREEMENT MATTER CONTAINED HEREIN IS PROPRIETARYAND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF'RITZ-CRAFT CORPORATION• '",� 'S`.2\•}5? � •.,-`•.ln Y4}4?1 FROM 1ST- — B/W FOR b s FLR SWITCHVolw/B/ FOR SPOTLIGHT '' h �;,,��,,:•_r;.,,s , r f ` I I vi' BEDROOM #2Al BEDROOM #3 I I PROFESSIONAL ENGINEER SEAL I I DATE DESCRIPTION BY I i I I 05/23/19 PRELIM AMS PF PADDLE FAN (�'� FAN / LIGHT 06/11/19 REV01 JDS i I �;/ COMBINATION ( I SWI S SINGLE SWITCH WATER PROOF 08/23/19 SUBSET BNB S3 3-WAY SWITCH EXTERIOR LIGHT \� \� m�O7 LINEN // 54 4-WAY SWITCH { L } CEILING LIGHT \ / / -I To ECSSE0 (0 110V RECEPTACLE `*® SUB PANEL ------------ LANDING 220V RECEPTACLE ® PANEL BOX I �' SA SMOKE ALARM o. LX CARBON-SMOKE Q ALARM COMBO C'V r 1 I Verified by I GFl Timer LOFT \ Dimmer 1 O,�1 � O � N�F / ADDITIONAL NOTES: RECESSED LIGHTING FIXTURES WHEN INSTALLED IN THE - RS RS BUILDING ENVELOPE MUST BE TYPE IC RATED, WITH NO . FV-05-1iVl4&L� / PENETRATIONS _ �'A I N � — — �— BETWEEN INSIDE FIXTURE AND THE CEILING - --- -- --- ---- --------------------------- __ CAVITY, AND CASKETED OR SEALED TO PREVENT Derived from NYD O S a i I i i LEAKAGE; OR, TYPE IC RATED INSTALLED INSIDE A approved buIIding system 0 I I I I SEALED BOX o i i I A 100-200 AMP PANEL BOX MAY BE USED. PANEL MAY BE FACTORY OR FIELD SUPPLIED AND INSTALLED PER c E3907.9 & E4001.15 • WHEN ELECTRICAL PANELS ARE FACTORY INSTALLED WITHIN THE MODULAR STRUCTURE, A SERVICE DISCONNECT SHALL ALSO BE PROVIDED AT A READILY GFl ACCESSIBLE LOCATION NEAREST THE POINT OF ENTRANCE a CONDUCTORSAT THE SERVICE 3 t 75 OF PERMANENTLY INSTALLED LIGHTING AXTUR S N SHALL HAVE HIGH EFFICACY LAMPS rn rn 0 N BATH FAN VENT LOC. BUILDER: iv CONNECTICUT VALLEY 0 HOMES 0 CUSTOMER: a MARTHA LITCH o FISHERSo SHAUN DERCK RC ACT.MGR: of o MODEL: VSC rn TITLE: N 2ND FLOOR cn ELECTRICAL PLAN rn SCALE: 1/4"= 1'-0" N SHEET: Y E2 CO#: 2494019 SN: ❑ ❑ ❑ ❑ Do NOT USE THIS PLAN FOR CONSTRUCTION YOU WILL *** OPTIONAL FEATURE : RITZ-CRAFT R EC I EVE A FINAL FOUNDATIONCORPORATION WORK TO BE PERFORMED BY C.V.H., THE PLAN AFTER YOU RELEASE WWW.RITZ-CRAFT.COM OWNER OR THE GENERAL CONTRACTOR AS COPYRIGHT02019 THIS DOCUMENTAND THE SUBJECT YOURHOUSE FOR PRODUCTION. MATTER CONTAINED HEREIN IS PROPRIETARYAND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN NOTED ON THE CONSTRUCTION AGREEMENT PERMISSION OF'RITZ-CRAFT CORPORATION' U Z 6 U 3 is< 34'-0" MAX GRAVITY = 1495 PLF $ FOUNDATION WALL TO BE DESIGNED TO RESIST SOIL PRESSURE 0 STAIRS WHERE FLOOR DIAPHRAGM IS CUT. I - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I �r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I I I I OUTLINE OF MODULES ABOVE, CONTINUOUSLY I ( I PROFESSIONAL ENGINEER SEAL I II SUPPORTED BY FOUNDATION SYSTEM II I DATE DESCRIPTION BY I I I I I I 05/23/19 PRELIM AMS I I I I 4�� II 06/11/19 REv01 JDS CRUSHED STONE OR I I I I I ALL SPLICES IN MATING WALL GIRDER I I 08/23/19 SUBSET BNB SHALL BE SUPPORTED BY APPROPRIATE I I I 21'-10" STRUCTURAL ELEMENTS BELOW. BASEMENT I ( I I I MAX GRAVITY = 2090 PLF GIRDER = 4)-9.25" LVL STAIR I LOCATION I I I I 7'-8 F.L.O. I !67' 3.00' 2.50' 2.67' 5.33' 5'-8 MAX GRAV = 684 PLF 4'-61' I I II 11 I I II 6K 16K I 6K I 10K 112K 18K 18K II I 6K 3K I I r--- I I ; r-----, r----, ,�---- r-- I I I I I I I I I I 1 I 1 I I Verified by 11 N I ' ! (CPL) J L (CPL) J L� I�J L`C�J L`C�J L�C� 10/1 6/201 N INC, jI j j I j Derived from N`I'DOS I I I CPL I I I approved building system I NM: THIS SYMBOL DENOTES A COLUMN I I I W I I LOCATION REQUIRED TO SUPPORT A CRITICAL BASEMENT PLAN a L� I I I POINT LOAD. THESE COLUMNS MAY NOT BE ALL DESIGN NOTES AND DETAILS ARE I I I RELOCATED OR DELETED IN ANY MANNER. SUGGESTIVE ONLY, STATE AND LOCAL ( I I CODES HAVE JURISDICTION ON DETERMINING I o I ( I NOTE FOR SET CREW: MINIMUM REQUIREMENTS. IT IS THE ( I I I I I DO NOT USE THE PLATES THAT COME wrrH OWNER'S RESPONSIBILITY TO PROVIDE A I m THE LALLY COLUMNS, USE THE PLATES SQUARE FOUNDATION AND LEVEL SILL. I VI WH BY C.V.H. EN HOUSE IS DELIVERED. TOP OF SILL TO BE WITHIN )6" OF LEVEL I I a N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - P M ; REFERENCE FLOOR PLAN FOR FOUNDATION DIMENSIONS j EOF34'-0• x DECK A80VE BUILDER: o j ON-SITE PORCH ; CONNECTICUT VALLEY I FOUNDATION LOCATION 12" DIA CONCRETE I HOMES Q DECK PIER (TYPJ CUSTOMER: a MARTHA LITCH CL i i i FISHERS ISLAND , NY I �I t-----------Ii- -}-----------+ I- ----------------- -I +-----------i- -1-----------+ -I� RC ACT.MGR: i i i SHAUN DERCK 24" DVA. x 12" THK. MODEL: CONCRETE PIER FTG. VSC C) ("') P'1 TITLE: rn NM- THE FOUNDATION DESIGN IS BASED ON ASSUMED SOIL BEARING N FOUNDATION CAPACITY AND IS ONLY SUGGESTED AND SHALL NOT BE USED FOR a, EXECUTION. THE FOUNDATION DESIGN SHMM BE BASED ON SITE SPECIFIC p SOIL CONDITIONS AT THE LOCATION SITE. THE FOUNDATION SHALL BE NM. THE MEASUREMENT'S ON THIS FOUNDATION DESIGN CRITERIA rn DESIGNED BY A LICENSED ENGINEER OR ARCHITECT IF REQUIRED BY PLAN ARE SUBJECT TO CHANGE - REFER TO NOTE: BASEMENT STAIR OPENING IS DESIGNED SCALE: _ _ 011 N REGULATIONS OF THE PARTICIPATING STATE IN WHICH THE BUILDING IS THE CONFIRMING ORDER AND PRINT. TO CATER TOA 8 1/4" x 9" STAIR. INTENDED TO BE LOCATED. SHEET: N FD Y CO#: 2494019 SN: *** OPTIONAL FEATURE : ---- ELEVATION OF FLOOR ABOVE GRADE WORK TO BE PERFORMED BY C.V.H., THE OWNER OR THE GENER,gL CONTRACTOR AS MUST BE < 6 ' - 0') NOTED ON THE CONSTRUCTION AGREEMENT 6w RITZ-CRAFT CORPORATION WWW.RITZ-CRAFT.COM COPYRIGHT 02019.THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARYAND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF'RITZ-CRAFT CORPORATION' TOP-OF-SILL TO PEAK }4j Verified by PROFESSIONAL ENGINEER SEAL O� DATE DESCRIPTION BY 05/23/19 PRELIM AMS H '� Lj 1 , 1 (7-,.,, 06/11/19 REV01 JDS Derived from NYDOS 08/23/19 SUBSET BNB approved building system BATH FAN VENT THRU SOFFIT /7EXTERIOR TRIM EXTERIOR TRIM EXTERIOR TRIM 74X4' PVC % x6' PVC x4' PVC 8'-0" 1ST FLR CLG HEADER HT (UNLESS NOTED OTHERWISE) PT1\1 O . . . - - - - - - - WE I It I ] J = = I 1ST FLR LINE 7' POST . *jBY OTHERS L GRADE o ------- Z FRONT ELEVATION 0 NOTES: 1 . ALL NOTES STATING "IN FIELD" OR "BY OTHERS" ARE OBLIGATIONS PERTAINING TO THE DEALER, BUILDER, CUSTOMER. OR OWNER. " 2. BASEMENT WINDOWS BY OWNER 3. ALL EXTERIOR LIGHTS ARE FACTORY SUPPLIED AND FIELD INSTALLED. N 4. HINGE ROOF SYSTEMS REQUIRE FIELD COMPLETION. 5. FOOTINGS, FOUNDATION AND STEPS ARE SUPPLIED AND INSTALLED ON SITE BY OTHERS BUILDER: 6. GARAGE DOORS SUPPLIED AND INSTALLED ON SITE BY OTHERS CONNECTICUT VALLEY 7. SIDING FOR THE GABLE ENDS AND SECOND FLOOR OF 2—STORY IS SHIPPED LOOSE FOR FIELD INSTALLATION. HOMES 0 8. HANDRAILS STOOPS, DOWNSPOUTS AND GUTTERS ARE FURNISHED AND INSTALLED BY OTHERS IN ACCORDANCE WITH ALL STATE AND CUSTOMER: a LOCALCODES. MARTHA LITCH FISHERS ISLAND , NY 9. TERMINATION HEIGHT OF METAL CHIMNEYS WILL BE A MINIMUM OF 3'-0" ABOVE THE HIGHEST POINT WHERE THEY PASS THRU THE ROOF AND RC ACT.MGR: SHAUN DERCK A MINIMUM OF 2'-0" HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10'-0" (CHIMNEY WILL BE INSTALLED BY OTHERS ON SITE) MODEL: VSC 10. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE ALL WORK DONE ON—SITE BY THE BUILDER, AND/OR HIS/HER AGENTS, IS TO DONE IN A / TITLE: WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. N 11 . IT IS THE OWNER'S RESPONSIBILITY TO ENSURE THAT ALL WORK DONE ON—SITE BY OWNER, AND/OR HIS/HER AGENTS, IS TO BE DONE IN A ELEVATIONS WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. N IM 0 SHEET: " ELV1 CO#: 2494019 SN: *** OPTIONAL FEATURE: ---- WORK TO BE PERFORMED BY C.V.H., THE ELEVATION OF FLOOR ABOVE GRADE OWNER OR THE GENERAL CONTRACTOR AS A MUST BE < 6 — O NOTED ON THE CONSTRUCTION AGREEMENT ( : RITZ-CRAFT CORPORATION WWW.RITZ-CRAFT.COM COPYRIGHT02019 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARYAND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF'RITZ-CRAFT CORPORATION' TOP-OF-SILL TO PEAK tc :..wry �..*}moi:'=Z:'"i,..".k''•-. /�iY Z:'• 2ND FLR CLG ■ v ��r jj. HEADER HEIGHT (UNLESS PROFESSIONAL ENGINEER SEAL NOTED OTHERIMSE) DATE DESCRIPTION BY 05/23/19 PRELIM AMS O 06/11/19 REVO1 JDS I EGRESS EGRESS EGRESS 08/23/19 SUBSET BNB 4.1 2ND SLR LINE _— BATH VENT THRU WALL 1ST FLR CLG ---- Verified b HEADER HEIGHT (UNLESS f �•�"" 10/16/2019 1�� 7 r Jr-� � NOTED OTHERWISE) " 1 4 VINYL CORNER EGRESS Derived from NYDOS o approved building system I IST FLR UNE LU _*j _—_— a BY RITZ-CRAFT_ E BY OTHERS 0 PRESSURE .� REAR ELEVATION STEPS BY CVHEA� CLOTHES DRYER VENT THRU WALL m NOTES: N 1 . ALL NOTES STATING IN FIELD" OR "BY OTHERS" ARE OBLIGATIONS PERTAINING TO THE DEALER, BUILDER, CUSTOMER. OR OWNER. 2. BASEMENT WINDOWS BY OWNER 3. ALL EXTERIOR LIGHTS ARE FACTORY SUPPLIED AND FIELD INSTALLED. N 4. HINGE ROOF SYSTEMS REQUIRE FIELD COMPLETION. 5. FOOTINGS, FOUNDATION AND STEPS ARE SUPPLIED AND INSTALLED ON SITE BY OTHERS BUILDER: 6. GARAGE DOORS SUPPLIED AND INSTALLED ON SITE BY OTHERS CONNECTICUT VALLEY 7. SIDING FOR THE GABLE ENDS AND SECOND FLOOR OF 2—STORY IS SHIPPED LOOSE FOR FIELD INSTALLATION. HOMES a 8. HANDRAILS STOOPS, DOWNSPOUTS AND GUTTERS ARE FURNISHED AND INSTALLED BY OTHERS IN ACCORDANCE WITH ALL STATE AND CUSTOMER: MARTHA LITCH LOCALCODES. FISHERS ISLAND ,NY 9. TERMINATION HEIGHT OF METAL CHIMNEYS WILL BE A MINIMUM OF 3'-0" ABOVE THE HIGHEST POINT WHERE THEY PASS THRU THE ROOF AND RC ACT.MGR: SHAUN DERCK A MINIMUM OF 2'-0" HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10'-0" (CHIMNEY WILL BE INSTALLED BY OTHERS ON SITE) MODEL: VSC 10. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE ALL WORK DONE ON—SITE BY THE BUILDER, AND/OR HIS/HER AGENTS, IS TO DONE IN A TITLE: N WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. 11 . IT IS THE OWNER'S RESPONSIBILITY TO ENSURE THAT ALL WORK DONE ON—SITE BY OWNER, AND/OR HIS/HER AGENTS, IS TO BE DONE IN A ELEVATIONS WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. N SCALE: 1/4" 0 SHEET: N ELV2 Y CO#: 2494019 SN: *** OPTIONAL FEATURE : 110 00 ELEVATION OF FLOOR ABOVE GRADE WORK TO BE PERFORMED BY C.V.H., THE OWNER OR THE GENERAL CONTRACTOR AS RITZ CRAFT > » NOTED ON THE CONSTRUCTION AGREEMENT CORPORATION MUST BE < 6 — 0 Verified by WWW.RITZ-CRAFT.COM ''GC 1 1 ' l�J lL' COPYRIGHTW019 THIS DOCUMENTAND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARYAND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF'RITZ-CRAFT CORPORATION- 10/16/2019 ORPORATION-10/1 /2019 A TOP-OF-SILL TO PEAK >v'`.-� 12 Derived from NYDOS -?V < v 12 4.21 approved building system 121 PROFESSIONAL ENgNEER SEAL DATE DESCRIPTION BY 05/23/19 PRELIM AMS 06/11/19 REVO1 JDS 08/23/19 SUBSET BNB EGRESS DECO LEG AND OVERHANG 8'-0" IST FLR CLG HEADER HT (UNLESS NOTED OTHERWISE) c 0 N IST FLR LINE _—_— _01BY BY R ERSRAFTO —_— GRADEFEE m RIGHT ELEVATION N NOTES: 1 . ALL NOTES STATING "IN FIELD" OR "BY OTHERS" ARE OBLIGATIONS PERTAINING TO THE DEALER, BUILDER, CUSTOMER. OR OWNER. N 2. BASEMENT WINDOWS BY OWNER rn 3. ALL EXTERIOR LIGHTS ARE FACTORY SUPPLIED AND FIELD INSTALLED. BUILDER: 4. HINGE ROOF SYSTEMS REQUIRE FIELD COMPLETION. CONNECTICUT VALLEY 5. FOOTINGS, FOUNDATION AND STEPS ARE SUPPLIED AND INSTALLED ON SITE BY OTHERS HOMES 6. GARAGE DOORS SUPPLIED AND INSTALLED ON SITE BY OTHERS CUSTOMER: 7. SIDING FOR THE GABLE ENDS AND SECOND FLOOR OF 2—STORY IS SHIPPED LOOSE FOR FIELD INSTALLATION. MARTHA LITCH a FISHERS ISLAND , NY 3 8. HANDRAILS STOOPS, DOWNSPOUTS AND GUTTERS ARE FURNISHED AND INSTALLED BY OTHERS IN ACCORDANCE WITH ALL STATE AND RC ACT.MGR: SHAUN DERCK LOCALCODES. MODEL: VSC 9. TERMINATION HEIGHT OF METAL CHIMNEYS WILL BE A MINIMUM OF 3'-0" ABOVE THE HIGHEST POINT WHERE THEY PASS THRU THE ROOF AND 14- A MINIMUM OF 2'-0" HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10'-0" (CHIMNEY WILL BE INSTALLED BY OTHERS ON SITE) TITLE: 10. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE ALL WORK DONE ON—SITE BY THE BUILDER, AND/OR HIS/HER AGENTS, IS TO DONE IN A ELEVATIONS WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. N 11 . IT IS THE OWNER'S RESPONSIBILITY TO ENSURE THAT ALL WORK DONE ON—SITE BY OWNER, AND/OR HIS/HER AGENTS, IS TO BE DONE IN A SCALE: 114"= 1'-011 WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. SHEET: N ELV3 Y CO#: 2494019 SN: *** OPTIONAL FEATURE : WORK TO BE PERFORMED BY C.V.H., THE 00 LEVATION OF FLOOR ABOVE GRADE OWNER OR THE GENERAL CONTRACTOR AS > » NOTED ON THE CONSTRUCTION AGREEMENT RITZ-CRAFT MUST BE < 6 - 0CORPORATION 0 WWW.RITZ-CRAFT.COM COPYRIGHT02019 THIS DOCUMENTAND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARYAND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF'RITZ-CRAFT CORPORATION' 27" x) TOP-OF-SILL TO PEAK f r . ��� y �� 4 12�<- �.• �;3...���rh::�'�-j:... ° � . : 112 xvvvvhi'-'M''•, PROFESSIONAL ENGINEER SEAL DATE DESCRIPTION BY 05/23/19 PRELIM AMS 06/11/19 REV01 JDS EGRESS 08/23/19 SUBSET BNB co cD N 1ST FLR CLG N Verified by HEADER HT (UNLESS . NOTED OTHERWISE) 10 10/16/201. 9 _j Derived from NYDOS approved building system o 1ST FLR LINEBY _—_— °' IBY RITZ-00 ERSRAFT—_- 0 GRADE m LEFT ELEVATION a NOTES: N 1 . ALL NOTES STATING "IN FIELD" OR "BY OTHERS" ARE OBLIGATIONS PERTAINING TO THE DEALER, BUILDER, CUSTOMER. OR OWNER. 2. BASEMENT WINDOWS BY OWNER (71 0 3. ALL EXTERIOR LIGHTS ARE FACTORY SUPPLIED AND FIELD INSTALLED. N 4. HINGE ROOF SYSTEMS REQUIRE FIELD COMPLETION. BUILDER: 5. FOOTINGS, FOUNDATION AND STEPS ARE SUPPLIED AND INSTALLED ON SITE BY OTHERS CONNECTICUT VALLEY 6. GARAGE DOORS SUPPLIED AND INSTALLED ON SITE BY OTHERS HOMES 0 7. SIDING FOR THE GABLE ENDS AND SECOND FLOOR OF 2—STORY IS SHIPPED LOOSE FOR FIELD INSTALLATION. CUSTOMER: 0 8. HANDRAILS STOOPS, DOWNSPOUTS AND GUTTERS ARE FURNISHED AND INSTALLED BY OTHERS IN ACCORDANCE WITH ALL STATE AND MARTHA LITCH LOCALCODES. RC ACT.MGR: FISHERS ISLAND , NY 3 9. TERMINATION HEIGHT OF METAL CHIMNEYS WILL BE A MINIMUM OF 3'-0" ABOVE THE HIGHEST POINT WHERE THEY PASS THRU THE ROOF AND SHAUN DERCK q MODEL: A MINIMUM OF 2'-0" HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10'-0" (CHIMNEY WILL BE INSTALLED BY OTHERS ON SITE) VSC 10. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE ALL WORK DONE ON—SITE BY THE BUILDER, AND/OR HIS/HER AGENTS, IS TO DONE IN A TITLE: N WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. ELEVATIONS 11 . IT IS THE OWNER'S RESPONSIBILITY TO ENSURE THAT ALL WORK DONE ON—SITE BY OWNER, AND/OR HIS/HER AGENTS, IS TO BE DONE IN A WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. SCALE: 1/4„ N rn SHEET: N ELV4 Y CO#: 2494019 SN: *** OPTIONAL FEATURE : CS-WSP WORK TO BE PERFORMED BY C.V.H., THE 8d COMMON (2.5"x0.131") NAILS AT 6" SPACING (PANEL EDGES) AND 0 OWNER OR THE GENERAL CONTRACTOR AS AT 12" SPACING (INTERMEDIAT= SUPPORTS) OR ❑ ❑ 16ga. x 1 Y" STAPLES AT 3" SPACING(PANEL EDGES) NOTED ON THE CONSTRUCTION AGREEMENT AND 6" SPACING (INTERMEDIATE SUPPORTS) RITZ-CRAFT 2 CORPORATION WWW.RITZ-CRAFT.COM HT 02019.34'-0" MATTER GCONTAINE HDOCUMENT S PROPRIETARYANDJECT M Y NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF'RITZ-CRAFT CORPORATION' 8'-11J2" 3'-4" ------------------- ----------------- X -----------------------X Q o N TILITY ! f= CM I I I PROFESSIONAL ENGTffEER SEAL 11L L 3: i r J DATE DESCRIPTION BY I I J O KITCHEN /D N E TTE 05/23/19 PRELIM AMS 1 06/11/19 REV01 JDS OI I O 08/23/19 SUBSET BNB WATER -T--- -------- %rerified by ----� A 2 BATH 3( -------- 100/1 6/201 REFER ALCOVE N N I 1 ( �. I Derived from r� YDOS o I approved building system N W. I . C. I 5'-5" --------------- MASTER LIVING BEDROOM ROOM B - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0 a 3._3%" 3'-2%" 5'-9„ 3._33/4" N 0) d N BUILDER: CONNECTICUT VALLEY HOMES C3 Exterior Total Wall Line Braced Wall Braced Wall Tabulated Min. Braced -Number of Wind Exposure Support Ridge to Eave Height Wall Height Factor Braced Wall Line Adjusted Min Braced Braked Miall Length Blocking CUSTOMER: 0 Wall Line Length(ft) Spacing(ft) Method Wall Total Req'd(ft) Stories FactorTable Condition Factor Table Table R602.10.3(2) Quantity Factor Table Wall Length Req'd Proved(ft) Required MARTHA LITCH a Table R602.10.3(1) R602.10.3(2) R602.10.3(2) 8602.10.3(2) (ft) c� FISHERS ISLAND , NY _ 3 tr fa _. , . :;:: . :. T MGR: SHAUN DERCK 3 .p0.:....... ........:...23.33 CS WSP.......:... 10.33 :: 5...40 .;<:.<:.....;:;::: ::::>............: : ( .............: :............... 2.6 _( : ...) Raaf_. lc :::.. 0.8$ (6): 0.90 ($<-0:;): 1.00 (2) 13.09 19.82 > > PASSES YES rn :<: : t:.. _ MODEL: Z::: 1.6 Roof Floor... 1.18 1�r: 0.90 y VSC �.�� - _ ( }. {8.. ..) 1.00 (2) 17.56 21x02 PASSES YES . ; . X7,3 .... 300 GS tSP 1 .60 2 1.6 Rv�f i"loc�t :, 1.18 (16�) 0.90 ( � 0„) 1.00 (2) . 2A,81 . 26.00 PASSES YES TITLE: N 27.3 34.00: 5-WSE. 24.60 1.6 Roof�i`loo 1.18 { 6:) : 0.9Q '_p"} 1,00 ( ) 24.51 27.3 PASSES YES1 ST FLOOR C € 6 OSSP 3.42 1 : ,S Roof t3n1 . : 0.76 {6' I. 0,90 '- „ : 1.00 (2 3.51 PASSES NO o ' .: ... ... BRACED WALLS 34. 53 67 CS=WSF' 3.42 1 1.5 Rcaaf:Qnly+. 0.76 {6'} 0.90 0�:)> 1:00 ( 3.5116:7 PASSES NO ,. . 7.80 1 1.5 Roofn3y : 0.7f (6') 0.30gt_f3�f} 1.00 (2) 8.00xl PASSES YES - ALE N 3.::. : 13.6 CSt315P 1/4"- 1 -0 s -;: :�-,� . SHEET: cs- .$ 1.5 Ro©f only 0.7s is 0.90 f�.o :l 1.00 a2 8. 13 PASSES YES N BW1 Y CO#: 2494019 SN: 0 0 *** OPTIONAL FEATURE : CS-WSP RITZ-CRAFT WORK TO BE PERFORMED BY C.V.H., THE d COMMON (2.5"x0.131") NAILS AT 6" SPACING (PANEL EDGES) AN CORPPO�OR--ATTION AT 12" SPACING (INTERMEDIATE SUPPORTS) OR WWW.RIT�OM OWNER OR THE GENERAL CONTRACTOR AS 16ga. x 1 X2" STAPLES AT 3" SPACING(PANEL EDGES) COPYRIGHT 02019.THIS DOCUMENT AND THE SUBJECT NOTED ON THE CONSTRUCTION AGREEMENT AND 6" SPACING (INTERMEDIATE SUPPORTS) MATTER CONTAINED HEREIN ISHOUT THE MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF'RITZ-CRAFT CORPORATION' 6P-51P 10'-1y" :f •S+ .. .\ I � BEDROOM #2 PROFESSIONAL ENGINEER SEAL BEDROOM #3 Verified b DATE DESCRIPTION BY c° I � 05/23/19 PRELIM AMS O1 101 06/11/19 REV01 JDS 00 11 08/23/19 SUBSET BNB I I I I NCi M I I mwX CS20 LINEN Derived from NYDOS -------------- 800# approved building system DTT1 Z o; (OR EQUIVALENT) 24 IN. ACCESS Bj0y2" PANEL REQUIRED CS20U � a 800# 800# ------N, CS20 D 0 LOFT 12.08' o -_J_-----L- 17.95' NO SP ICE IN CEILING BAND AND WALL TOP PLATES THIS SECTION -7 MAIN ___ ---- -- --- ------------------ ---6-SDS25600-TOESCI EWS AND 1 I-IGAW-CWP------ 0 B A TH REQUIRED FROM CEIWNG BAND TO WALL TOP PLATE Cn 26 0.131x3"TOENAIIS REQUIRED ROM I CEILING BAND TO ALL TOP PLgTE c a M a N O O N O� BUILDER: Exterior Tota!Wall Line Faced wall Bracedpati Tabulated Min.Braced Number of Wind Exposure Su CONNECTICUT VALLEY P Support Ridge to EaTre Height iJ�lalt Height Factor Braced Wats Line Adjusted Min Braced Braced 1�Uatl Length Blocking 0 Wall Line Length(ft) Spacing(ft) Method Wall Total--Req'd(ft) Stories FactorTable Condition Factor Table Table 8602.10.3(2) QuantityFactor Table Wall Length ReqHOMES 'd Prov'd (ft) Required 0 Table 8602.10 3(1) R602.10.3(2) 8602.10.3(2) 8602.10 3(2) (ft) CUSTOMER: �, �: HA LITCH . . � .. . CS sP 10. 3 1.6 _ MART t$'- t' ' ISLAND , NY ( :I : Roy#+Faor 0-88 6) 0 90 100 (2j 13.1]99 82 PASSES YES FISHERS ISLA 3 11 4 : 23.• 3 CS:: P 10.33 :: 1.6 Roof .Fl cta r. 1.18 1 b` 0.9ti S°�1 " 1.00 2 3 7.56 RC ACT.MGR: o SHAUN DERCK ( } ( ) ( ) . 2 OZ PASSES Y£S G rn 1 7 33 :. 3tt.�I S 151 14.60 :2 1..6 Rt�r�l � Irloo� 1.18 �I�t}: 0.90 (���w 1.00 (2} 2 .81 2S.f3Q PASSES YES MODEL: _. 27.33:* VSC 34,00 'VVSP . 14.60 2 1.6 Rrf I"lydr 1.1.& {_1 `) = 0.90 ($`- `f . 1.00 (2}. 24.81 27.33 PASSES YES N C: 34 13.67 CS RVSP, : 3.42 TITLE: 1.�J d? f cal 0.76 ' s n T . - �6) 0.901 1.00 (2) 3.51 Z3 32 `_ PASSES NO rn l 34 00 13.67 �S 1NSP 3.42 1 1.5 Rbc�f::fl€ ly 0.76 ( `) 0.90 (8�a1 " 1..00 (2} 3.51 -16.79 PASSES NO FLOOR 0 3. `3 G7 4.(iQ CS=U' SP 7.80 1 .... 1.5 c o l 0.7� <: ` : 0..90 ,ti:.z� BRACED WALLS . - { � c� ) 1.00 { } " s.a0 .sa PAssl s Yes N 13.67 34 00 CS .SSP 7.$(} ( ') 0.90 ($`-0>s 1.00 PASSES YES SCALE: 1/4"= 1'-Or. 1.5hlr O.7i (2} 8.00 .13 67 0 SHEET: N BW2Y CO#: 2494019 Verified by SN: 10/16/2019 ,. ❑00 ❑ Derived from NYDOS RITZ-CRAFT approved building system CORPORATION WWW.RITZ-CRAFT.COM COPYRIGHTe2019 THIS DOCUMENTAND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARYAND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN AIR BARRIER INSULATION INSTALLATION PERMISSION OF"RITZ-CRAFT CORPORATION' per Table N1102.4.1.1 F COMPONENT AIR BARRIER CRITERIA* INSULATION INSTALLATION* ,"zf rs<.c r SPECIFIC TRUSS CONNECTIONS SHALL BE IN ACCORDANCE WITH THE STAMPED TRUSS ;a` DETAILS INCLUDED WITH THE SUBSETS . RIDGE VENT '; "� �?%. Y X. ` %continuous air barrier shall be installed in J'} c the building envelope. $;^' {x --•<:-s'i'` '; �"?� PRE-FABRICATED WOOD TRUSS A 16' OC .' ~` :: :`AC General �� 4'{. .��.:>:.r,:,.- ;•� ,�.,,•, Air-permeable insulation shall not be used as a sealing material. �� Requirements The exterior thermal envelope contains a continuous air barrier. 1/2' O.S.B. SHEATHING ' Breaks or joints in the air barrier shall be sealed. ICE DAM PROTECTION ' TO EXTEND 24'INSIDE OF EXTERIOR WALL LINE(TYP) PROFESSIONAL ENGINEER SEAL Air barrier in any dropped ceiling/soffit R-38 INSULATION FIBERGLASS SHINGLES hall be aligned with the insulation and any DATE DESCRIPTION BY Ceiling/Attic gaps in the air barrier sealed. The insulation in any dropped ceiling/soffit shall be aligned with the air barrier. _ - --- -- - R-15 INSULATION 05/23/19 PRELIM AMS ccess openings,drop down stairs or knee 5/8' GYPSUM CEILING BOARD (PACKED OUT ON-SITE TO ALLOW FOR AIRFLOW) wall doors to unconditioned attic spaces 4m0 THICK VAPOR BARRIER hall be sealed. SPRAYED ON BACKSIDE OF 3 PLY DRY(8.5mm) TAR PAPER 06/11/19 REVO1 .IDS DRYWALL, THEN COVERED NTH 08/23/19 SUBSET BNB Junction of the foundation and sill plate REFERENCE ELEVATION BLOWN IN INSULATION shall be sealed. Cavities within comers and headers of frame walls shall be insulated by completely filling the cavity with a material having a thermal resistance of FOR HEIGHT OF HOME INSULATION MEASURING GUIDE R-3 per inch minimum. 7'-11 1/2" 20 SPF#2 A 16'O.C. FASTENED TO TRUSS Wails Junction of the top plate and exterior walls shall be sealed. (TYP ALL MATE WALLS) R-15 INSULATION (P IC KID OUT ON-SITE TO ALLOW FOR AIRFLOW) Exterior thermal envelope insulation for framed walls shall be installed in FILTRATION BARRIER PROVIDED ON-SITE) Knee walls shall be sealed. substantial contact and continuous alignment with the air barrier. PERIMETER INSULATION INSTALLED IN FACTORY Windows, The space between window/door jambs " 2x10 SPF#2 0 16 O.C. DRY AREAS R-38 INSULATION skylights and and framing,and skylights and framing SHIP LOOSE 7/16'I doors shall be sealed. FASTEN TO CEILING OJ 2000 0 19.2" O.C. WET AREAS (2)2x4 FLAT SPACERS Ll Ll FLOOR • 3 .131x3' PO NAILS A 6ALUMINUM FASCIA Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. /( 2x6 �� SOFFlT Floors(including Floor framing cavity insulation shall be installed to maintain permanentabove ara a The air barrier shall be installed at an contact with the underside of subfloor decking,or floor framing cavity 5/8'GYPSUM CEILING BOARD (2)2x10 CEILING PERIMETERSg g yinsulation shall be permitted to be in contact with the top side of sheathing, 4mi THICK VAPOR BARRIER2x4 BEARING COMPRESSION STRIP 4mil THICK VAPOR BARRIER and cantilevered exposed edge of insulation. or continuous insulation installed on the underside of floor framing;and SPRAYED ON BACKSIDE OF (TYP ALL BEARING WALLS) SPRAYED ON BACKSIDE OF floors) extends from the bottom to the top of all perimeter floor framing members. DRYWALL, THEN COVERED NTH DRYWALL., THEN COVERED NTH BLOWN IN INSULATION BLOWN IN INSULATION Exposed earth in unvented crawl spaces 7/16'OSB SHEATHING 1/2" GYPSUM WALLBOARD Crawl Space shall be covered with Class I vapor Where provided instead of floor insulation, w/HOUSE WRAP (TYP ALL INTERIOR WALLS) Walls retarder with overlapping joints taped. insulation shall be permanently attached to the crawl space walls. 2x4 ALL M A 16' O.C. PP 91 Pe &'-0" Shafts, Duct shafts,u I I penetrations,an ue R-21 INSULATION (TYP ALL MATE WALLS) $•-�� shafts opening to the exterior or */VAPOR BARRIER 4x4 OR 5x5 o Penetrations unconditioned s ace shall be sealed. VINYL SIDING HIE STOP INSTALLED 2x6 SPF/2 SIDEWALLS 24'O.C. DM ND AROUND ENTIRE PERIMETER Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by OF MATE UNE(6'R-19 TYP) PERIMETER' o Narrow Cavities insulation that on installation readily conforms to the available cavity space. 1/Y DIAMETER THROUGH BOLT*/WASHER 0 4' OC R-30 INSULATION 2x4 SPF/2 BOTTOM PLATE OR 3/8'x6' LAGS 0 24'OC(HELD INSTALLED) ON-SITE BY OTHERS INSULATION AS REQUIRED BY ENERGY CODE (2)2x10 SFP12 o Garage Air sealing shall be provided between the RITZ—CRAFT =_= 2x10 SPF#2 016" O.C. ED AND INSTALLED ON-SITE BY-OTHERS_ =- PERIMETER RAILS Separation garage and conditioned spaces. Nn BUILDER I (4)1.54.25 LVL I I I Recessed light fixtures installed in the I MATE WALL GIRDER BEAM I I I Recessed Recessed light fixtures installed in the building thermal envelope shall air I I I I building thermal envelope shall be sealed ALL SPLICES SUPPORTED STEEL PLATE REQUIRED. Lighting to the drywall. tight and IC rated. I I I I I PLATE SIZE TO BE PER I I I COLUMN MANUFACTURER Plumbing andI ANCHOR BOLT SPACING d Batt insulation shall be cut Healy to fit around wiring and plumbing in I ``'it I I OR DESIGNED BY PE. I NY-2015 IRC � exterior walls,or inulation that on installation readily conforms to available REFERENCE SYSTEMS PAGES 12E I I I 1 O Wiring space shall extend extend behind piping and wiring. AND 12E.1 FOR DORMER DETAILS Imo I I I N Ipr I I Shower/tub on The air barrier installed at exterior was ( C3rI I� adjacent to showers and tubs shall Exterior walls adjacent to showers and tubs shall be insulated. I tr ' I I SUPPORT AT LOCATIONS o Exterior Wail separate them from the showers and tubs. I I I AND CAPACITY AS SHOWN I N (1)2x6 SPFf2(PERP HEADER) I I I ON FOUNDATION PLAN FOUNDATION WALLS AS 11 ec rlca One The air barrier shall be installed behind I I I REQUIRED BY LOCAL CODE N Box on Exterior electrical or communication boxes or air Wallssealed boxes shall be installed. (1)2x6 SPF/2(PAR HEADER) i i i i BUILDER: O register boots apenetrate HVAC Register = CONNECTICUT VALLEY HVAC btthat tt .. building thermal envelope shall be sealed I I I I HOMES Boots to thesubfloorord wall. (1)LSTA12 STRAP (1)MPA1 +(0�1.131x3' TOENAIL I----------------------------------I-1--------------------------------- Where require o eseae ,conceae FROM COLLAR TIE FROM COLLAR TIE To - ---------- CUSTOMER: firererequireshallonlybewa ease r -L�------------------- ��------------------------------ in a o Concealed manner that is recommended by the TO DORMER HEADER DORMER HEADER L----J "Indicates typical spacing. Joists may be spaced at L----J L----J MARTHA LITCH manufacturer.Caulking or other adhesive larger intervals (24" o.c. max) to accommodate a sprinklers sealants shall not be used to fill voids (5)400 NAILS+ (0)MPF4 CUP FROM plumbing, stairs, chases, and other framing FISHERS ISLAND , NY between fire sprinkler cover plates and DORMER HEADER PAR. TO DORMER requirements as allowed by code. RC ACT.MGR: GIRDER TRUSS. (EACH END) SHAUN DERCK Q walls or ceilings. (5)40D NAILS + (0)MP34 CLIP FROM *In factory(where applicable)or Field-Installed(when necessary) DORMER HEADER PERP. TO DORMER I 13-8" ��� MODEL: VSC ORDER TRUSS. (EACH END) Testing:The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding three air changes per hour. 0 FASTEN ATTIC FLOOR SHEATHING SEE 6' TITLE: Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2 inch w.g.(50 Pascals). DORMER DIA CALCULATIONS qq- N rTesting shall be performed at any time after creation of all penetrations of the building thermal envelope. SECTION 0 SCALE: 1/4" N QI SHEET: N X 1 Y ljy Co#: 2494019 �Ir" . 10/16/2019 ---- TRUSS CALLOUT: CCB80920 \ LOCATION: MAIN HOUSE I 11N TRUSS—SPECIFIC INFORMATION: Derived from NYDOS ❑ O DESIGN WIND SPEED (FROM TRUSS PRINT): 120 mph*** SEE SHEET approved building system RITZ-CRAFT DESIGN EXPOSURE CATEGORY (FROM TRUSS PRINT): D FAS1CORPORATION DESIGN MEAN ROOF HEIGHT (FROM TRUSS PRINT): 30 ft FOR TRUSS FASTENING ----_____ - r _ \ / ` WWW.RITZ-CRAFT.COM / I I SITEML COPYRIGHTa2019 THIS DOCUMENT AND THE SUBJECT ATTER CONTAINED HEREIN IS PROPRIETARYAND MAY -SPECIFIC INFORMATION. __ NOT BE REPRODUCED WITHOUT THE WRITTEN CO/SN#: 2494019 STATE: NY (ROOF/CEILING) `� �� 1 I PERMISSION OF'RITZ-CRAFT CORPORATION' — ---- WIND SPEED: 108 mph*** EXPOSURE CATEGORY: D ; t7�.-4••=�� SNOW LOAD: 20 MEAN ROOF HT: 30 ft** I ��;� ��-;�:��•� �' ��� I L r r n ��~•+;o ACTUAL TRUSS SPACING: 16 " O.C. (SIDEWALL) (MATE WALL) *UPLIFT ADJUSTMENT FACTOR —T--- F: .f FORCES(lb): h s. r t, 0.8100 � . ��, • • ...;�.y><.. (PER UFPI ENGINEERING BULETIN 10-06): I UPLIFT: 227 CEILING BEAM TO I *UPLIFT ADJUSTED: 183.87 < .•M., s:.: f ; **FOR CALCULATIONS ONLY. SEE SHEET N1 FOR ACTUAL WALL STUDS & WALL STUDS TO MEAN OF HEIGHT. FLOOR BAND: MODULETO MODULE CONNECTION: 1.25 x20 GA STRAPS I ***NOTE: WIND SPEED EXPRESSED AS Vasd. 3/8" x 6" LAGS w/WASHER 0 24" O.C. I PROF ESSICNALENGINEERSEAL w/(7) 0.131 x2.5" NAILS I FASTENING SHOWN IS HOUSE SPECIFIC TO THE MODEL or 1/2" BOLTS w/WASHERS 0 48" O.0 EA. END © 48" O.C. I DATE DESCRIPTION BY CONTAINED WITHIN THIS PERMIT SET. ALTERNATE — ** (ON—SITE) *ALL LEVELS* 05/23/19 PRELIM AMS FASTENERS OF EQUAL OR GREATER VALUE MAY BE SHIM ANY GAPS IN MATE LINE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY RESIST SHEATHING TO FLOOR BAND 1 (IN PLANT) I 05/11/19 PRELIM JDS THE LOADS/FORCES IMPOSED PER CONNECTION. (2) ROWS OF 16 GA STAPLES 0 3" O.C. �� AT ALL LAG/BOLT LOCATIONS. 1 (IN PLANT) /�-----------_'\\� i08/23/19 SUBSET BNB I — I FLOOR BAND TO SPACER OR CEILING BAND --\i 0.131x3" TOE—NAILS 0 5" O.C. I I (ON—SITE) i — I SHEATHING TO CEILING & FLOOR BAND I -________-4 I (STORY TO STORY) (2) ROWS OF 0.131x2.5" NAILS 0 8" O.C. (ON—SITE) SHEATHING TO CEILING BAND —T- (2) r(2) ROWS OF 16 GA STAPLES 0 3" O.C. (IN PLANT) _ I r_____- (SIDEWALL) (MATE WALL) I FORCES(Ib). � I UPLIFT: 428 \-------�-------' 1 *UPLIFT ADJUSTED: 346.68 N I I � I I I SHEATHING TO FLOOR BAND —, I I (2) ROWS OF 16 GA STAPLES 0 3" O.C. M (IN PLANT) Q FLOOR BAND TO SILL-\ N 0.131x3" TOE-NAILS 0 5" O.C. i (SIDEWALL) (MATE WALL) �- (ON-SITE) x °i SHEATHING TO FLOOR BANDS & SILL , �----------�// Q, BUILDER. (1) ROW EACH OF 0.131x2.5„ NAILS FORCES(Ib): � - r CONNECTICUT VALLEY ON- 0. UPLIFT: 428 I 1st FLOOR FOUNDATION MODULE TO MODULE CONNECTION: HOMES SITE) *UPLIFT ADJUSTED: 346.68 �\ �� ( / ) 3/8” x 6" LAGS w WASHER 0 24" O.C. CUSTOMER: ° a or 1/2" BOLTS w/WASHERS 0 48" O.0 MARTHA LITCH ON—SITE) FISHERS ISLAND ,NY o ** SHIM ANY GAPS IN MATE LINE RC ACT.MGR: SHAUN DERCK s REFER TO BRACED WALL/SHEAR WALL AT ALL LAG/BOLT LOCATIONS. MODEL: VSC PAGES FOR ADDITIONAL FASTENING TITLE: " o FASTENING N SCALE: NTS rn 0 SHEET: " FAS2 Y Co#: 2494019 SN: Verified by ❑ ❑ ❑ ❑ m` RITZ-CRAFT RIDGE TO RIDGE CONNECTION10/16/2019 _---- CORPORATION TRUSS CALLOUT: CCB80920 �________________�-______ � \ , ` LOCATION: MAIN HOUSE // RAFTER TO RAFTER: TRUSS—SPECIFIC INFORMATION: I / (1) 20 GA. STRAP I WWW.RITZ-CRAFT.COM COPYRIW/ 7 0.131 x2.5" NAILS I MATTER CONTAINE CONTAINED THIS S PROPR ETARYUMENT AND THE ANDJECT MAY *** I RIDGE BOARD EA. END I Derived from f'`�` DOS NOT BE REPRODUCED WITHOUT THE WRITTEN DESIGN WIND SPEED (FROM TRUSS PRINT): 120 mph COLLAR TIE TO RAFTER CONNECTION: I TO RAFTER: DESIGN EXPOSURE CATEGORY FROM TRUSS PRINT): D -------- IE TO RA------------- I / ' I approved building system PERMISSION OF'RITZ-CRAFT CORPORATION' ( ) (1)MPA1, EVERY OTHER TRUSS I DESIGN MEAN ROOF HEIGHT (FROM TRUSS PRINT): 30 ft / COLLAR TIE WEB TO RAFTER-, \\ I EA. RAFTER, (ON-SITE) :..; jIF APPLICABLE): I I (IN PLANT) I - --RIDGE BOARD SITE-SPECIFIC INFORMATION: ( ) (3) 0.131x3„ NAILS TO RIDGE BOARD: I ' `' CO/SN#: 2494019 - ---- STATE: NY I EA. WEB ON-SITE I I FORCES(Ib): 5 0.131x3” NAILS WIND SPEED: 108 mph*** EXPOSURE CATEGORY. D I I I TENSION: 248 PER BAY (ON-SITE) SNOW LOAD: 20 # MEAN ROOF HT: 30 ft** I I SHEAR: 332 I I f RNs ACTUAL TRUSS SPACING: 16 " O.C. COLLAR TIE TO RAFTER: -------- j-- -------- f } „ \ ---1 s• sir (12) 0.131x3 NAILS I \ / FLIP TO TOP CHORD CONNECTION {, `f �•.~` t »„ . > *UPLIFT ADJUSTMENT FACTOR I EA. END ON—SITE I / �---------------------------------------- � 0.8100 ( %'`tea r' yr r} (PER UFPI ENGINEERING BULETIN 10-06): I ) // I \ **FOR CALCULATIONS ONLY. SEE SHEET N1 FOR ACTUAL I 1 �\ // ;' I PROFESSIONAL ENGINEER SEAL FLIP RAFTER TO I MEAN ROOF HEIGHT. I *IF MOMENT > 0, I � / I * � TOP CHORD: I DATE DESCRIPTION BY \ SEE UFP BULETIN 5-02 / \ / I FLIP RAIL TO -�\ �� ***NOTE: WIND SPEED EXPRESSED AS Vasd. ��-----------------------------�/ )� v I TOP CHORD RAIL: I FORCES(Ib): COMPRESSION:676 , TENSION: 1116, SHEAR: 161 , MOMENT:0 / (2) 0.131x3" NAILS ��* (1)20GA. STRAP w/ I 05/23/19 PRELIM AMS FASTENING SHOWN IS HOUSE SPECIFIC TO THE MODEL (WEB): COMPRESSION:191 TENSION: 270 , SHEAR: 25 MOMENT: 0 I PER BAY (ON—SITE) {7 ) 0.131 x2.5 NAILS I 06/11/19 REV01 JDS CONTAINED WITHIN THIS PERMIT SET. ALTERNATEI I FASTENERS OF EQUAL OR GREATER VALUE MAY BE ��____ I EA. END, EACH TRUSS I 08/23/19 SUBSET BNB SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY RESIST �� I FLIP RAIL TO \* (IN PLANT) THE LOADS/FORCES IMPOSED PER CONNECTION. �� I FLIP RAFTER AND / TOP CHORD RAIL i TO TOP CHORD:*** --J I (4) 0.1310" END-NAILS �� FORCES(Ib): \ EA. RAFTER (IN PLANT) TENSION: 678 SHEAR: 150 / ------------------%------------------ -------- ,�-- ---- ----- \ ***NOTE: IF END—NAIL QTY IS GREATER THAN KNEEWALL STUD BOTTOM (4), ATTACH A 12" 2x4 SCAB TO EACH FLIP ,/ // RAFTER AND TOP CHORD WITH (3) 0.131 " TO BOTTOM CHORD: // i x3NAILS, THEN DISTRIBUTE END-NAILS EVENLY INTO (1) USP RT7 I // /' CHORDS AND SCABS. (IN PLANT) IEVERY OTHER TRUSS I (ON-SITE) a FORCES(Ib): I TENSION: 245 I , o ♦ / i ---------------------- / KNEE WALL TO BOTTOM CHORD_ CONNECTION .` 1---------- I I / CEILING BEAM TO _ MODULE TO MODULE \\ �� r RAIL TO TRUSS: I N (4)CHORD: CONNECTION: �i I (4) 0.131x3 NAILS (3) 0.1310" NAILS \� 3/8" x 6" LAGS EACH TRUSS I rnI EA. TRUSS „ I / (IN PLANT) I I w/WASHER 0 24 O.C. I I o I (IN PLANT) �\ or a, \ 1/2" BOLTS I .-SHEATHING TO RAIL I I w/WASHERS @ 48" O.0 AND TOP PLATE: BUILDER: CONNECTICUT VALLEY SHIM ANY GAPS I I (2) ROWS OF 16ga I HOMES o i IN MATE LINE AT I I TRUSS TO PLATE: _J/ STAPLES 3 O.C. CUSTOMER: o I ALL LAG/BOLT I I (IN PLANT) I MARTHA LITCH a FORCES(Ib): LOCATIONS. I {2) 0.131x3" TOENAILS UPLIFT: 227 I FISHERS ISLAND , NY 3 \\*UPLIFT ADJUSTED: 183.87 // i EA. TRUSS, I RC ACT.MGR: ---------------_� I (IN—PLANT) FORCES(Ib): I SHAUN DERCK --——————————— I UPLIFT: 428 I o CEILING BEAM TO BOTTOM CHORD CONNECTION \\ *UPLIFT ADJUSTED: 346.68 MODEL: VSC --- —————————————————————— � TRUSS TO SIDEWALL CONNECTION TITLE: N FASTENING a I- N SCALE: NTS rn SHEET: N FAS1 COM 2494019 SN: ❑ ❑ ❑ ❑ RITZ-CRAFT CORPORATION Q WWW.RITZ-CRAFT.COM COPYRIGHT 02019.THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARYAND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF'RITZ-CRAFT CORPORATION' 1 ) START RAIL SIDE KICKPLATE \ 7 FROM END OF STRINGER .: 2) START WALL SIDE KICKPLATE `firs ..2 \ FLUSH W END OF STRINGER > >� \ rc nciSlI1GYK uvu 15 9 — 1 \ DATE DESCRIPTION BY NOSING A \ . 05/23/19 PRELIM AMS �Q \ 06/11/19 REV01 JDS \ \ \\ O. J. 2 08/23/19 SUBSET BNB L,J \ \\\�- r - - - - - - - 2x6 - - - - - - - - 00 Q:fii ii \ \ ��, `\\`fl I 53)/2 oo II II \ \ I o �CEILING FRAMING o o II II \ TYP i Li- (Y I­__II II `D� II II \ 1 i 1 /2"x10 1 \ o Q o II II \ / oo w 9 � � f- II II 3/4 0.S.B \ T EAD o ^ I I II II RISER \ I 3 I TYP 3 4 o o II II 44 m / D 0-) 1-- II II � \ \ I00 cl) � II II � i END OF II II coo E o , STRINGER O II II II II LANDING ANDING � mII II SEE DE AIL PAGE II II U) it II 2x4x50 II ,NL-3'-4" FOR 1 t TREAD / — — — — — — — — — — Q 2x10 2x10 1 V-1 1Y2 3 5a N BUILDER: rn CONNECTICUT VALLEY 131-801 HOMES 0 CUSTOMER: a MARTHA LITCH a FISHERS ISLAND , NY Verified I ACT.CT.MGR: o � SHAUN DERCK ' '" MODEL: VSC , ,.. 1 V/16/ 019 .G TITLE: rn N I (iSTAIR DETAIL Derived from NYDOS SCALE: 0.040274 N approved building system SHEET: rn N SD1 Y CO#: 2494019 SN: PLUMBING NOTES: BUILDING CODE ENFORCEMENT OFFICER. PIPING SHALL BE FIELD TESTED OTHER THAN SINKS AND LAVATORIES.. (SEE ISLAND DETAILS). 11 p FOR LEAKS. 1. ALL PLUMBING CONSTRUCTION AND MATERIAL BELOW THE MODULAR FLOOR 32. ANTI-SIPHONING DEVICE, VACUUM BREAKERS, AND AIR GAPS= FOR RITZ-CRAFT AND BETWEEN FLOORS IS THE RESPONSIBILITY OF THE 17. BATH TUBS, INCLUDING GARDEN TUBS, HYDRO-MASSAGE, AND HOT TUBS WATER DISTRIBUTION SYSTEMS PROTECTION OF POTABLE WATER CORPORATION BUILDER CONTRACIN A TOR AND IS TO BE DONE ACCORDANCE 2015 IPC & SHALL HAVE A 1 1/2" MIN OVERFLOW. SUPPLY'. / 32.1. WATER HEATER LOCATED AT OR ON LIVING SPACE LEVEL MUST WWW.RITZ-CRAFT.COM 2015 IRC CODES. 18. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT HAVE AN ANTI-SIPHONING DEVICE INSTALLED. COPYRIGHT 02079.THIS DOCUMENT AND THE SUBJECT D MAY FLOORS, WALLS, & COUNTERTOPS. 32.2. CLOTHES WASHER MUST HAVE AN ANTI-SIPHONING DEVICE MATTER RETPAIODD HEREIN ISPROPRIETARYTHE NTTEN NOT BE REPRODUCED WITHOUT THE WRITTEN 2. CONCEALED PIPING IN UNHEATED AREAS, INCLUDING OUTSIDE WALLS, SHALL INSTALLED (IF NOT BUILT INTO THE APPLIANCE). PERMISSION OF'RITZ-CRAFT CORPORATION' BE PROTECTED AGAINST FREEZING IN PLANT. PIPING SHALL BE KEPT OUT 19. EACH FIXTURE SHALL BE INDIVIDUALLY DIRECT OR WET VENTED. OF UNHEATED AREAS WHERE POSSIBLE. 33. WATER HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK 20. EACH DWELLING UNIT SHALL HAVE ONE MAIN 3 STACK FROM BUILDING CLOSING VALVES ARE UTILIZED. (I.E. WASHING MACHINES AND �, 3. ALL WASTE AND VENT LINES IN MODULES ARE ABS OR PVC PIPE. ALLxY SUPPLY LINES IN MODULES ARE COPPER, PEX, OR CPVC. DRAIN. DISHWASHERS). /5. " 34. AIR ADMITTANCE VALVES MAY BE USED WHERE YOU ARE NOT ABLE TO s < << Y ,;:: a. 21. ALL VENTS THROUGH ROOF TO BE 3 MIN DIAMETER AND SHALL TERMINATE -; � °;`�,;`;; •• 4. HORIZONTAL WASTE LINES 2 1 2" DIAMETER OR LESS ARE TO HAVE A ' w / " " CONNECT TO A VENTED LINE OR VENT DIRECTLY THROUGH THE ROOF. " ABOVE THE ROOF. SEE PG 11F - VENT THRU ROOF DETAIL FOR MINIMUM PITCH OF 1/4 PER FOOT. 3 TO 6 DIAMETER WASTE LINES ARE REQUIRED EXTENSION ABOVE THE ROOF LINE. AIR ADMITTANCE VALVES SHALL BE SIZED ACCORDINGLY INSTALLED ..:.���,✓ "'":x��� �'=,N-=° �Y TO HAVE A MINIMUM PITCH OF 1/8 PER FOOT. ON-SITE AFTER TESTING AND SHALL BE STATIC TYPE LOCATED A ;�, f. '•�� MINIMUM OF 6 ABOVE FLOOD LEVEL RIM OF THE HIGHEST FIXTURE 22. BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2" VENT TOs',r.kj, s:� „ . 5. WASTE LINES: INSTALL WYE WITH CLEAN-OUT PRIOR TO EXITING WALL FOR BASEMENT STUBBED BELOW THE FIRST FLOOR, THEN CAPPED AND LABELED. LEVEL. - ,r. V{ CONNECTION TO DISPOSAL SYSTEM. 4" MINIMUM WASTE LINE TO SEPTIC (BY J��"�""�'""" � BASEMENT VENT MAY BE DELETED WHEN CLOTHES WASHER IS ON THE BUILDER IN FIELD). FIRST OR SECOND FLOOR. 35. PIPE INSTALLED DOWNSTREAM OF THE POINT OF DELIVERY SHALL NOT DATE DESCRIPTION BY EXTEND THROUGH ANY TOWNHOUSE UNIT OTHER THAN THE UNIT 6. WASHER SHALL HAVE MINIMUM 2" TRAP. SERVED BY SUCH PIPING. 05/23/19 PRELIM AMS 23. ALL TRAP ARMS MUST BE SUPPORTED WITH 3/4" MINIMUM BEARING. 06/11/19 REV01 JDs 7. REMOVABLE TRAPS UNDER ALL SINKS TO PROVIDE CLEAN-OUT ACCESS. 24. ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS IN ACCORDANCE 36, A MINIMUM OF (2) HOSE BIBS ARE REQUIRED, (1) AT THE FRONT OF 08/23/19 SUBSET BNB WITH TABLE M2605.1 AS FOLLOWS: THE HOUSE AND (1) AT THE REAR OF THE HOUSE AND SHALL CONTAIN 8. GARBAGE DISPOSAL MUST HAVE SEPARATE TRAP. DISHWASHER CANNOT 24.1. COPPER - 6'-0' O.C. HORIZONTAL - 10'-0' O.C. VERTICAL BACK FLOW PROTECTION. DISCHARGE INTO GARBAGE DISPOSAL. 24.2. PEX 1 1/4' OR LARGER - 4'-0' HORIZONTAL - 10'-0' O.C. 37. TUB/SHOWER CONTROLS SHALL HAVE A HIGH LIMIT STOP SET TO VERTICAL LIMIT WATER TEMPERATURE TO A MAXIMUM IF 120" F. 43. PLUMBING FIXTURES OTHER THAN WATER CLOSETS SHALL BE 9. KITCHEN SINKS SHALL HAVE A 2" DRAIN WHEN A GARBAGE DISPOSAL OR 24.3. PEX V OR SMALLER - 2'-8' O.C. HORIZONTAL - 10'-0' O.C. ' DISHWASHER IS CONNECTED. PROVIDED WITH APPROVED STRAINERS, EXCEPT HUB DRAINS AND VERTICAL 38. ALL FIXTURE/APPLIANCE SHUT OFF VALVES IN THE SAME FLOOR AS STANDPIPES. 24.4. PVC - 4'-0' O.C. HORIZONTAL - 10'-0' O.C. VERTICAL THE FIXTURE/APPLIANCE AND SHALL BE WITHIN 30' OF 10. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 45' WYES, LONG SWEEP 90' ELBOWS, 25. TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE FIXTURE/APPLIANCE SERVED. 44, WASTE RECEPTORS SHALL BE OF AN APPROVED TYPE, NOT INSTALLS LONG SWEEP WYE'S, 6TH, 8TH, OR 16TH BENDS, APPROVED COMBINATIONS OUTLET. MAXIMUM VERTICAL DROP FROM FIXTURE OUTLET TO TRAP IN BATHROOMS, ATTICS, CRAWL SPACES, INTERSTITIAL SPACES ABOVE OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. SHORT SWEEPS ARE WEIR IS 24'. 39, AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE CEILINGS AND BELOW FLOORS OR IN ANY INACCESSIBLE OR UNVENTE PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES R LESS THAN 4'-0' DIRECTLY BELOW ANY DOOR, OPERABLE WINDOW OR SPACE SUCH AS A CLOSET. WASHER STANDPIPES ARE ALLOWED IN OTHER AIR INTAKE OPENING OF THE BUILDING OR ADJACENT BUILDING BATHROOMS. DIRECTION ON 3" PIPE AND LARGER. 26. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS, CLEANOUTS OR SLIP NOR SHALL VENT TERMINALS BE LESS THAN 10' HORIZONTALLY JOINTS. ACCESSIBLE TRAPS SHALL BE REMOVABLE WITH UNION IN 11. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF TRAP SEAL OR HAVE CLEAN OUT OPENING SIZED THE SAME AS THE UNLESS THE TOP OF THE VENT TERMINAL IS 3'-0' ABOVE THE TOP 45. WATER CLOSET JOINTS SHALL BE MADE BY A CLOSET FLANGE OR A OF THE APPLICABLE OPENING. WASTE CONNECTOR WITH A SEALING GASKET. 6" ABOVE THE FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH. TRAP. 0 12. PVC-DWV PIPE SUPPORTS: AT BRANCHES, CHANGES IN DIRECTION, AND AT 27, MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE IN 40. OPENINGS IN OR ON STRUCTURES WHERE OPENINGS FOR THE PASSAGE 46. PER SECTION M2005, ELECTRIC WATER HEATERS SHALL COMPLY WITHOF PIPES IN WALLS, FLOORS OR CEILINGS SHALL BE PROTECTED FROM UL 174, AND GAS FIRED HOT WATER HEATERS SHALL COMPLY WITH THE BASE, EACH FLOOR AND MID STORY (VERTICAL) MAXIMUM EVERY 4'-0" ACCORDANCE WITH TABLE P3105.1 AS FOLLOWS. RODENTS WITH AN APPROVED PIPE COLLAR FASTENED TO THE CHAPTER 24. AT THE END OF BRANCHES, AND CHANGE OF DIRECTIONS OR ELEVATION. 27.1. 1 1/4' TRAP - 5'-0' MAX ADJOINING STRUCTURE. SEE ALTERNATE MATERIALS SECTION OF THE 0 27.2. 1 ITR TRAP -8'-0' MA MAX QA MANUAL FOR MATERIALS USED FOR COMPLIANCE OTHER THAN 46.1. WATER HEATING EQUIPMENT SHALL MEET THE ENERGY 13. PIPE PENETRATING FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEILING 27.3. 2' TRAP - 12'-0 MAX APPROVED PIPE COLLARS. EFFICIENCY RATINGS OF TABLE 504.2 OF THE 2015 IECC & NYS SHALL BE FIRE STOPPED WHERE REQUIRED BY ALL CODES WITH MATERIAL 27.4. 3' TRAP - 12'-0' MAX ENERGY CODE. m EQUIVALENT TO CONSTRUCTION THROUGH WHICH IT PENETRATES AND BE 41, PLUMBING FIXTURES, DRAINS AND APPLIANCES USED TO RECEIVE OR SUITABLE TO PIPE MATERIAL, OR USE METAL PIPE FROM A MINIMUM OF 28. PIPING SHALL BE PROTECTED WITH SHIELD PLATES WHEN PIPE DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY 47. ELECTRIC HOT WATER HEATERS ARE TO BE INSTALLED PER ABOVE THE FIRE RATED ASSEMBLY AND DOWN. PASSES THROUGH WOOD MEMBERS LESS THAN 1 1/2' FROM EDGE OF CONNECTED TO THE DISPOSAL SYSTEM ON SITE. MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE APPLICABLE a MEMBER PER SECTION G2415.7. PROVISIONS OF CHAPTERS 34 thru 43 OF THE RESIDENTIAL CODE. N 14. FIRE STOPPING SHALL BE PROVIDED AND VERIFIED BEFORE IT IS COVERED 42. ALL PLUMBING PRODUCTS AND MATERIALS SHALL BE LISTED BY A OR CONCEALED IN THE CONSTRUCTION PROCESS. 29. FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING CERTIFICATION AGENCY AS COMPLYING WITH THE REFERENCED 48. PRESCRIPTIVE INSULATION REQUIREMENTS FOR HOT WATER SYSTEM DRAIN MORE THAN 10 PIPE DIAMETERS DOWNSTREAM OF STACK BASE STANIARDS AND IDENTIFIED IN ACCORDANCE WITH SECTION P2609.1 PIPING PER SECTION 403.4.2 OF THE 2015 IECC & NYS ENERGY CODE N 15. ANY STRUCTURAL MEMBER SUBJECT TO HOLE DRILLING, CUTTING, OR AND NOT CONNECT INTO SECOND FLOOR DRAIN STACK. IS AS FOLLOWS: NOTCHING SHALL COMPLY WITH SECTIONS 502.8.1 AND 802.7.1. IF THE 48.1. PIPING 3/4' AND LARGER IN NOMINAL DIAMETER. LIMITS EXCEED THE MEMBER IT SHALL BE LEFT IN A SAFE STRUCTURAL 30. POTABLE WATER SYSTEM SHALL BE DISINFECTED ON SITE BY BUILDER 48.2. PIPING SERVING MORE THAN ONE DWELLING UNIT BUILDER: °i CONDITION BY BEING REINFORCED, REPAIRED, OR REPLACED. AND SHALL BE VERIFIED BY THE LOCAL HEALTH DEPARTMENTS. 48.3. PIPING LOCATED OUTSIDE THE CONDITIONED SPACE CONNECTICUT VALLEY 48.4. PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD HOMES 0 16. FIELD INSTALLED (ON-SITE) PIPING SHALL BE APPROVED BY THE LOCAL 31. ISLAND FIXTURE VENTING SHALL NOT BE PERMITTED FOR FIXTURES 48.5. PIPING LOCATED UNDER A FLOOR SLAB CUSTOMER: 0 48.6. BURIED PIPING. MARTHA LITCH a Verified b 48.7. SUPPLY AND RETURN PIPING IN RECIRCULATING SYSTEMS OTHER FISHERS ISLAND , NY 3 THAN DEMAND RECIRCULATING SYSTEMS. RC ACT.MGR: SHAUN DERCK �. MODEL: VSC ' / ,r 49 PERVSECTION P28018IDE AND L WATER HEATER SEISMIC BRACING AS REQUIRED TITLE. rn 1 N 50. WATER HEATERS SHALL CONTAIN A DRAIN VALVE AT THE BOTTOM OF PLUMBING NOTES THE TANK, THIS VALVE SHALL NOT BE LESS THAN 3/4 IRON PIPE N Derived from NYC)OS AND SHALL CONTAIN A MALE HOSE THREAD. SCALE: 0.028277 approved building system SHEET: N PN Y CO: 2494019 SN: ❑ ❑ RITZ-CRAFT CORPORATION OKAY FOR 2011 NEC WWW.RITZ-CRAFT.COM COPYRIGHT 02019.THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARYAND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF'RITZ-CRAFT CORPORATION' ® = NEUTRAL CAPPED OFF NEUTRAL = HOT � REQUIRED PER ARTICLE 404,2CC) FOR THE Verified by POSSIBILITY OF FUTURE �z ��+'yt :' �� X43 �)' •4..qj ELECTRONIC LIGHTING POWER IN PROFIGHT LIGHT 1O1 J O1 " t f " �t ------------ ,� �: � ;;.i••_ -cam;.-{:i ' � :r t d ,C,t'•' f j Derived frOrr7 NYG OS 14-2 WIRE approved building system DATE DESCRIPTION BY 05/23/19 PRELIM AMS WORKBOX FOR SWITCH WORKBOX FOR LIGHT 06/11/19 REV01 JDS POWER TO SINGLE POLE SWITCH TO LIGHT CAPPED OFF NEUTRAL 08/23/19 SUBSET BNB REQUIRED PER ARTICLE 404,2(C) FOR THE ® = NEUTRAL POSSIBILITY OF FUTURE — = HOT ELECTRONIC LIGHTING TROLS POWER IN POWER TO SWITCH POWER TO SWITCH POWER TO LIGHT �- - - - - - - - - - - - - —* L14-3 WIRE L14-3 WIRE 14-2 WIRE WORKBOX FOR SWITC 3-WAY SWITCH 4-WAY SWITCH 3-WAY SWITCH o WORKBOX FOR LIGHT WORKBOX FOR SWITCH-/ WORKBOX FOR SWITC a ® = NEUTRAL UL LISTED WIRE NUT POWER TO 3-WAY SWITCH TO 4-WAY SWITCH TO 3-WAY SWITCH TO LIGHT m HOT CAPPED OFF NEUTRAL N POWER IN POWER TO SWITCH REQUIRED PER ARTICLE C A." 404,2(C) FOR THE C) — — — — — — — — — — — — — — — — — POSSIBILITY OF FUTURE N ELECTRONIC LIGHTING CONTROLS BUILDER: L14-3 WIRE CONNECTICUT VALLEY HOMES r o WORKBOX FOR LIGHT WORKBOX FOR SWITCH CUSTOMER: MARTHA LITCH POWER TO LIGHT TO SINGLE POLE SWITCH FISHERS ISLAND , NY 3 RC ACT.MGR: SHAUN DERCK 0 MODEL: VSC N SWITCHES SHALL_ BE INSTAL_ L_ ED AND CONNECTED PER NEC TITLE: ARTICLE 4041 SWITCH DETAIL SCALE: 0.028501 N a, SHEET: 0 E D N Y CO#: 2494019 SN: Verified by 10. 16/ 2019 I N �''�` RITZ-CRAFT ' CORPORATION [derived from NYL OS WWW.RITZ-CRAFT.COM approved building system COPYRIGHT 02019.THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARYAND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF'RITZ-CRAFT CORPORATION' NOTE. #�:: :< 1. FLASHING MATERIAL OTHER THAN LISTED SHALL COMPLY W/ SECTION R905. 2. FLASHING AT EXTERIOR DOORS AND WINDOWS SHALL " " ,? f BE INSTALLED ACCORDING TO THE WINDOW/DOOR %'z', :`,' / r MANUFACTURER'S INSTRUCTIONS OR IF NOT ADDRESSED BY THE INSTALLATION INSTRUCTIONS, FLASHING WILL BE INSTALLED ACCORDING TO THE FLASHING .'xrr MANUFACTURER'S INSTRUCTIONS. WHEN THE FLASHING 6 PROFESSIONAL ENGINEER SEAL INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING WILL BE INSTALLED AT THE SILLS OF THE EXTERIOR 4 DATE DESCRIPTION BY WINDOWS AND DORS. -- - -- 1 NOTE- 05/23/19 PRELIM AMS 3. FLASHING IS REQUIRED TO BE INSTALLED AT HEADER SIDE & TOP SELF-STICK AND SIDES WHEN USING PAN FLASHING. RUBBERIZED FLASHING STARTS IN 06/11/19 REV01 JDS ' DOOR NAILING FLANGE, THEN GOES OUT OVER SUB-FRAME, THEN WRAPS 08/23/19 SUBSET BNB BACK TO WALL SHEATHING PLANE AND EXTENDS OUT UNDER SIDING , tl (THE SILL FLASHING STARTS UNDER s ,.•a � Y4 wh'r� • +_11c K;tn THE NAILING FLANGE, THEN IS h �•: INSTALLED THE SAME THE SIDE & TOP FLASHING) REMOVE THISJOE SECTION r`'Qv trrn>t^ ', } ° - �'Js•. , -,w.5 M-�Y�'1 ,,'si:c-•.h^. M'•tiJl.1r.. �a"`!F 1 '...rT.Y'q° �•- :.r b 3 (��i w. '`R��F�h{f; ��Y. a:u aI'+.-+• a•vr.,�'a,} ':q, ' '"'' `"v"'. tee. 'v"p ,.TY�."`•��'R'-• N K,� ���+Y"•s f�-��ftM.�"-'..~ d - , .,'f•7i'Sf kyr. ...p.t. .,a;r .�.' '>•. e+ •�.`- ice. 3+ WRAP ar k.�re:b'prys;Jj. 'r_� .rte. �I AP' rh5�;<'v.:'6�• � �ti �. 3. '{t�MM7F•Qry,•'Y 'a ` � �r,'c`- '.�T,�,�i� p � ,r� 'I.iYT�" L'��j�P p .1,•�,.4'.rr::j~��K�`Yf � vh.. V• � O . •1 +� w•!: ' H >i Fes; r {+ rr ,u. �ty•p .,-fit �bf „ , , ti�,:<,. . 3 3 O r� FLASHING CONTOUR 2 FLASHING �•Fy A h• � !'�S�.i.M�o�'. {,.N.•.M� 4 F rr7h�,�. A�� �� �S'ii s.. •�`.�, iµ�,!:-v��y.Y%y"�,n/1ysy...p,�,...k .y�lr� I..0 wa•CiAMsr'�Y; f,ti��s .. .� :-. R .. .?:moi fa'Cl IVI+.'-.V'T• "='I•• ��wt!+:•y'. fir.. Y.i� � .! a n'+-�''3rr' i.�' fr�!�'�,p.w '�a:,y;^I..�f�.: •yrs* '•{;"F a .. 'rGC.cJ;•ii�.,>.•��+:'� w•nj ry.,yr �{....:�'t4vj-. .:3,+;:Aisr.•..�: r-' r!, �.. '.Ai•. Z. `•�i+` i ti. 'V. •itii.{r�•4 9 3. 'fin..=� .,f •i'd .r 'l' .}<+.t?*'Pel.csp,. J �JY �' •'s '$...r,�.•y is. i>.C�•lTf.•a:y'�yr'• yry._`4:. Q ..4 - ,,�,,Frv`,c:.;a+�{-yy .:o��'ar a''•5.::-ri;r"'���. 1` M ;4 a � J.�;s. .r.r' err._1:tiX'�;1 'w.;:1 . ti•r .'9.. ?rvr ''•{`yWf.'!.`4y.: d�"'' fk5} 'ii+r•. �X,YtZ �,e:ti•'��_.. �'.,�v�.r:;n.�{�a4i��i�t*�:w�;'�'�.�:,+i..,k��wy ft� �!�.. 4 ,�. ',•. DOOR FLASHING: WINDOW FLASHING: WATER RESISTIVE BARRIER: 1. INSTALL SELF-STICKING RUBBERIZED FLASHING OVER THE SUB-FRAME AT THE BOTTOM SILL OF 1. INSTALL SELF-STICKING RUBBERIZED FLASHING OVER THE SUB-FRAME AT THE SILL OF WINDOW DOOR m 1. INSTALL WATER RESISTIVE BARRIER HORIZONTALLY IN A SHINGLE LIKE FASHION, OVERLAPPING SUCCEEDING COURSE BY A MIN. OF 2°. 2. INSTALL WINDOW PER MANUFACTURERS INSTALLATION INSTRUCTIONS 2. INSTALL DOOR PER MANUFACTURERS INSTALLATION INSTRUCTIONS a 2. CUT WATER RESISTIVE BARRIER AT WINDOW / DOOR R.O. AND WRAP 3. RUN A STRIP OF SELF-STICKING RUBBERIZED FLASHING ON TOP OF THE NAILING FLANGE DOWN 3. RUN A STRIP OF SELF-STICKING RUBBERIZED FLASHING ON TOP OF THE NAILING FLANGE DOWN N R.O. WITH WATER RESISTIVE BARRIER. THE SIDES OF THE WINDOW AND OVERLAPPING THE SILL FLASHING. THE SIDES OF THE DOOR AND OVERLAPPING THE BOTTOM SILL FLASHING. rn 3. CUT AT A 45' ANGLE TEMP. TACK THIS FLAP UP OUT OF THE WAY 4. INSTALL TOP STRIP OF SELF—STICKING RUBBERIZED FLASHING ON TOP OF THE NAILING FLANGE 4. INSTALL TOP STRIP OF SELF—STICKING RUBBERIZED FLASHING ON TOP OF THE NAILING FLANGE N ACROSS THE TOP OF THE WINDOW OVERLAPPING THE SIDE FLASHING. ACROSS THE TOP OF THE WINDOW OVERLAPPING THE SIDE FLASHING. 5. LAP THE TOP STRIP OF WATER RESISTIVE BARRIER DOWN OVER THE TOP STRIP OF RUBBERIZED 5. INSTALL METAL CAP FLASHING OVER THE TOP FINISH TRIM BOARD BUILDER: °i FLASHING AND THE VERTICAL LEG OF THE METAL CAP FLASHING. TAPE THE 45' SEAMS. CONNECTICUT VALLEY 6. LAP THE TOP STRIP OF WATER RESISTIVE BARRIER DOWN OVER THE TOP STRIP OF RUBBERIZED HOMES a FLASHING AND THE VERTICAL LEG OF THE METAL CAP FLASHING. TAPE THE 45' SEAMS. CUSTOMER: MARTHA LITCH °- 7. THRESHOLD FLASHING FISHERS ISLAND , NY 3 RC ACT.MGR: SHAUN DERCK 0 MODEL: VSC C TITLE: rn It N FLASHING NOTES s SCALE: 0.028501 N N FLA1 Y F--------------- -, I I I------------------- I I ® I I I X 0 5 LE UT i I i I PLUMBING SCHEDULE T I T 101 i PART DESCRIPTION ® I I I 1 1 1/2" PIPE ° 16 VENT I 2 2' PIPE 3 3" PIPE QI 1 Q# I 4 1 1/2" P-TRAP 27 & 1 w�I ———_——— — 5 2" P-TRAP >zl T- T-------T----�� 6 1 1/2" LT ELL 11 I— I I LEANOUT 7 2"LT ELL ;s �; : I I I I I 8 3"LT ELL k; I I I I I 9 1 1/2" ELL 11 HENT 10 2" ELL --i---� — — —� L �-- --- 11 3"ELL 12 1 1/2" LT TEE-WYE � —q2B 13 2�"LT TEE-WYEt BBED IN PLANT K TCHEN ^�[�' (� F 14 3 LT TEE-WYE1 V Ll�1 I 'll I 15 1 1/2"SAN-TEECN I HED ON—SITE __�_'5 CLEANOUT — _ 1s 2 SAN-TEEr. :--i ALL NOTCHING AND/OR DRILLING 17 3"SAN-TEE .£a f :z�.<> {TO COMPLY WITH P2603.2 ______ 1s 2"x2"x1 1/2°LT TEE-WYE 10 VENT I 19 3"x3"x1 1/2" LT TEE-WYE 20 -------_ 20 3"x3'k2"LT TEE-WYE - 22 3"x3"x2"LT TEE-WYE IF � TER i- - - -------- 23 3"xXW"SAN-TEE I 1 24 2"x1 1/2" REDUCER -------- 25 3"x1 1/2" REDUCER 1 26 3"x2"REDUCER I 27 & 11 27 4"x3"CLOSET FLANGE REFER ALCOVE 28 1 1/2"TUB OVERFLOW 29 1 1/2"CONT WASTE PE 30 1 1/2"45 ELL 31 2"45 ELL ------ - 7 32 3"45 ELL 11 14 14 33 3"ROOF FLANGE I 1 11 34 1 1/2"COUPLING 35 2"COUPLING rWvG36 3"COUPLING I 37 2"CAP 38 1 1/2"CLEAN-OUT PLUG 39 2"CLEAN-OUT PLUG Verified by . C I 40 3"CLEAN-OUT PLUG 41 3" DBL SAN-TEE 42 3"x3'1x2"x2"SAN-TEE � 10/16/2019� �� 43 3"x3"51 1/2"x1 1/2"SAN-TEE 44 2" DBL SAN-TEE 11 45 4 PIPE a, 46 4'W'W"LT TEE-WYE I N C. 47 4'W"x3"TEE-WYE MASTER LIVING 48 4"CLEAN-OUT I�� LUG Derived from YDOS E 49 4"TEE-WYE approved building system y R00IV 50 4"x2"REDUCERBEDROOM0 51 4"x3"REDUCER 52 4"x4"x4"LT TEE-WYE 0 53 4"x4'k3"SANT TEE 54 4"x4"x3"x3"DBL SAN TEE m 55 4" ELL 56 3"x4"REDUCING ELL 57 4"x4"x3"LT TEE-WYE 58 4" LT ELL Q 59 3"DBL FIXTURE FITTING N 60 3"DBL 1/4 BEND bi 61 3"WYE rn 62 4"WYE N 63 4"45 ELL 64 2"WYE 65 2"STAND PIPE rn AIR ADMITTANCE VALVE MAY BE USED (N/AIN MA) 0 0 a o [BD 2494019 SN: 0 FINAL FOR TITLE: IDRAWINGS NSTRUCTIONBUILDER: NECTICUT VALLEY 1 ST FLOOR ATE: --/--/--471 HOMES DWV TOM 471 N THESEWINGS HAVE BEEN EXTRACTED FROM APPROVED 14- MARTHA LITCH SCALE: 0.029728 ND/OR APPROVED SYSTEMSDRAWINGS FOR THEFISHERS ISLAND NY SHEET:Y. Q INITIALS N P L1 NAMESHAUN DERCKVSC r— — — ——————— — — — —————1 I I L- - - - --- --- - - - - -----j i I ® I I I X 0 o 0 �Hw HWMMT E T Y ' ' � I I I ' RE ® _ I O �QI r o ' w I J U Cr j � a �f%.,i ''✓c,is�^�'�,z+.l..;�.F.G.,. r�F>. { 1/2 HF F1 � _ _ ON cw_� _� —cw 4TCHEN /DINETTE M3/44- [3/41 , / a•`\ 1 y 1 J, I _ _ � - Verified by I _Ea �1 J � � - . 1/2 i - - 1/2 I 13/41 ------ -- 10/16/2019 IM TER _ � � �—T--- ,.. . ----� ' BATH � I � gig. I � I A � � I I Derived from f;JYC)OS wumm 3/4 REFER ALCOVE approved building system ICE AU TU R t W/HIN \� M Nv "FLR W. I C . TO 2 ------------ --- — Jm— HOT LINE LIVING MASTER — — COLD LINE O BEDROOM ROOM (1)BELOW—FLOOR WATER LINES INSTALLED IN FIELD BY OTHERS (3/4" MIN) ° (2)SHUT—OFF VALVES PROVIDED ON EACH SUPPLY LINE AT EACH FIXTURE (3)WATER HAMMER ARRESTORS SHALL COMPLY WITH ASSE 1010 AND SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS Q (4)ALL SUPPLY LINES Y2" UNLESS OTHERWISE NOTED tn " WATER LINE CP a N ai v 0 0 a 3 CO#: 2494019 SN: FINAL FOR BUILDER: TITLE: .4 CONSTRUCTION CONNECTICUT VALLEY 1ST FLOOR N O ME F —1DATE. -'�--�-- CUSTOMER: SCALE: SUPPLIES V- THESE DRAWINGS HAVE BEEN EXTRACTED FROM APPROVED MARTHA L I TC H 0.031816 N DRAWINGS AND/OR APPROVED SYSTEMS DRAWINGS FOR THE STATE OF NY. FISHERS ISLAND , NY SHEET: rn INITIALS N NAME SALES: Sul SHAUN DERCK Sul Y MODEL: VSC I I I PLUMBING SCHEDULE BEDROOM #2 PART DESCRIPTION BEDROOM #3 1 1 1 11/2"PIPE I I 2 2"PIPE I I 3 3"PIPE 4 1 1/2"P-TRAP I I 5 2" P-TRAP I I 1 I 6 1 1/2"LT ELL '" Y I I 7 2" LT ELL I I 8 3"LT ELL 9 1 1/2" ELL � � I 10 2" ELL 11 3"ELL I I 12 1 1/2" LT TEE-WYE > ;. -� 13 2"LT TEE-WYE t...., ah " T_<:;=;v... {.. :>w....., M1 1>< 1 Z..(l::ra �¢m 14 3' LT TEE-WYE ,,;, N E I �1 15 1 1/2"SAN-TEE r�,/`i•;'�, 16 2"SAN-TEE ` ti „"""" ------------ 17 3"SAN-TEE 18 2"x2"x1 1/2"LT TEE-WYE 19 3"x3'k1 1/2" LT TEE-WYE 01 20 3"x3"x2"LT TEE-WYE 22 XW7x2"LT TEE-WYE U o ; 23 3"x3"x2"SAN-TEE ~ 'x ' 24 2"x1 1/2" REDUCER Q L 25 3"x1 1/2"REDUCER N 26 3"x2"REDUCER 0 VENT 27 4"x3"CLOSET FLANGE 28 1 1/2"TUB OVERFLOW _ 29 1 1/2"CONT WASTE I I LEA T 1 30 1 1/2"45 ELL E0 1 I I L- I 31 2"45 ELL 16 10 E 1 I 32 3"45 ELL ALL PLUMBING STUBBED IN PLANT 33 3"ROOF FLANGE CONNECTIONS FINISHED ON-SITE 34 1 1/2"COUPLING 35 2"COUPLING ALL NOTCHING AND/OR DRILLING 36 3"COUPLING TO COMPLY WITH P2603.2 37 2"CAP 38 1 1/2"CLEAN-OUT PLUG & 27 M A I N39 2"CLEAN-OUT PLUG 40 3"CLEAN-OUT PLUG --------------------------------� F----------- 41 3"DBL SAN-TEE 1 1 42 3"x3"x2"x2 SAN-TEE I I I I 43 3"x3"xi 1/2"x1 1/2"SAN-TEE 20 1I I DBLSAN -TEE II ------------ 1 45 4" PIPE I 46 4"x4"x2"LT TEE-WYE E I I I I 47 4"x4"x3"TEE-WYE E m 48 4"CLEAN-OUT PLUG `0 49 4"TEE-WYE 50 4"x2"REDUCER c 51 4"x3"REDUCER ° 52 4'W'W"LT TEE-WYE m 53 4"x4"x3"SANT TEE 54 4"x4"x3"x3"DBL SAN TEE 55 4"ELL 56 3"x4"REDUCING ELL < 57 4"x4"x3"LT TEE-WYE An 58 4"LT ELL N bi 59 3"DBL FIXTURE FITTING rn 60 3"DBL 1/4 BEND 0 61 3"WYE N 62 4"WYE 63 4"45 ELL a, 64 2"WYE 65 2"STAND PIPE Verified AIR ADMITTANCE VALVE o MAY BE USED(N/A IN MA) 0 3 10/16/201 CO#: 2494019 SN: INC FINAL FOR TITLE: N Derived from NYDOS CONSTRUCTION BUILDER: CONNECTICUT VALLEY o approved building system 2ND FLOOR DATE: --/--/-- HOMES DVW CUSTOMER: rn MARTHA LITCH SCALE: 8 N THESE DRAWINGS HAVE BEEN EXTRACTED FROM APPROVED 0.029720 DRAWINGS AN WOR APPROVED SYSTEMS DRAWINGS FOR 71-IE C ST"TEOF"Y. FISHERS ISLAND , NY SHEET: N INITIALS Y NAME SALES: PL2 SHAUN DERCK MODEL: VSC I I I I BEDROOM #2 #3 I I I I t q, . SP <:a",a moi') itJY/' cl- LINEN I--- ----------- n- CD Q I I J I I x I I U LCA I N 1 N I -------- Verifies! by LOFT Hw_ I I I I 10/16/2019 o I I I I 11/21 Derived from NYD OS r-` 1/2 — c—` —m— —c_c_c—� —�" approved building system MAIN --- 1/2 __ FROM 1ST FLR - - - - - - - - - - - --- IBATH , � , I1 1 I c I I E I I I I I I o I I I I 0 m HOT LINE cw — COLD LINE a (1)BELOW-FLOOR WATER LINES INSTALLED IN FIELD BY OTHERS (3/4" MIN) N (2)SHUT-OFF VALVES PROVIDED ON EACH SUPPLY LINE AT EACH FIXTURE (3)WATER HAMMER ARRESTORS SHALL COMPLY WITH ASSE 1010 AND SHALL BE N INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS (4)ALL SUPPLY LINES Y2" UNLESS OTHERWISE NOTED a r O a 3 CO#: 2494019 SN: FINAL FOR TITLE: ER- N CONSTRUCTION BUIL CONNECTICUT VALLEY 2ND FLOOR .- / SUPPLIES C DATE. �-/�-��- CUSTOMER: HOMES �t THESE DRAWINGS HAVE BEEN EXTRACTED FROM APPROVED MARTHA LITCH SCALE: 0.031816 N STATEOFNDRAWINGS AYN.D/ORAPPROVEDSYSTEMSDRAWINGSFORTHE FISHERS ISLAND , NY SHEET: rn INITIALS N NAME SALES: SHAUN DERCK Y MODEL: VSC SU2