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HomeMy WebLinkAbout42967-Z �uFEo�K . ®gyp ea�yTown of Southold 8/13/2019 P.O.Box 1179 w * 53095 Main Rd p4,j® oar' Southold,New York 11971 . Ol .��Rig CERTIFICATE OF OCCUPANCY No: 40617 Date: 8/13/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2295 Ruth Rd., Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-7-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/11/2018 pursuant to which Building Permit No. 42967 dated 8/23/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING (MODULAR)WITH COVERED FRONT PORCH,REAR DECK, ATTACHED GARAGE AND UNFINISHED BASEMENT,AS APPLIED FOR The certificate is issued to Sinanis,Kaity of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0022 04-02-2019 ELECTRICAL CERTIFICATE NO. 42967 07-19-2019 PLUMBERS CERTIFICATION DATED 03-05-2019 Lu e ugdin tho ' e gnature �a�SOFF r-12- TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE W_ • �' 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#: 42967 Date: 8/23/2018 Permission is hereby granted to: Sinanis, Kaity 39-60 64th St Woodside, NY 11377 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 2295 Ruth Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-7-4 Pursuant to application dated 7/11/2018 and approved by the Building Inspector. To expire on 2/22/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,795.20 CO -NEW DWELLING $50.00 Total: $1,845.20 B in pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1%lead. S. 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: "i. 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 550.00. 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$15.00 Date._ ���Q New Construction: y (n� ((�� Old or Pre-existing Building: (check one)' T �/ Location of Property:— 9 d R 5 If`V'Tfl RU �°I l STV I 1 V C , House No. Street Hamlet Owner or Owners of Property: K 111 !A S Suffolk County Tax Map No 1000,Section 106 Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: Y (check one) / Fee Submitted:$ "-)0 al OL�) (Applicant Signature oe so�l�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® ae sean.devlin()i-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kaity Sinanis Address: 2295 Ruth Rd city,Mattituck St: NY zip: 11952 Building Permit#: 42967 Section: 106 Block: 7 Lot- 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anything Electric&Contracting License No: 5220-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph 200A Heat gas Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 3 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser 30A Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 30A Switches Twist Lock Exit Fixtures TVSS Other Equipment: "MODULAR HOUSE" Notes: Has an attached garage Inspector Signature: — July 19, 2019 S.Devlin-Cert Electrical Compliance Form.xls t Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 11790 Southold,NY 11971-0959 BUILDING DEPARTMENT APR 1 5 2019 TOWN OF SOUTHOLD j TOWN OF SOUTUGLZ - CERTIFICATION Date: - F i Building Permit No. q2 R 6 7 Owner: KA-�ry Si �v�N s (Please print) n I Plumber: W KEU� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. r (Plumbe ign re) Sworn to before me this S day of , 20J 4 Notary Public,__ 54W—�//c--County BARBARA H. TANDY Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/201 F aq so # * TOWN OF SOUTHOLD BUILDING DEPT. --- -co„H,, _7654-802 INSPECTION- E--.1 /FOUNDATION 1ST /I�� [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �, An, ” �j �/�; �vvl& - 6,,A� &o�,V o I/ o6yv il, i - OK -r 01 svylltm [a(A&0#1 is 14 'r&6 - DATEINSPECTOR 0//3,-(0j7ePo �apF SOUIy� * TOWN OF SOUTHOLD BUILDING DEPT. �y000MV,�`� 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING_ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: OA4,V tSN-wf jC� DATE 1 INSPECTOR apF SOUTH # # TOWN OF SOUTHOLD BUILDING DEPT. coulm, 765-1802 INSPECTION IN DATIONNDATION 1ST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Lill Dom V--r--o A VAJ f�ti a V Ao ,P/ DATE0 $ INSPECTOR Q* wti°��� OF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��' 765-1802 INSPECTION [ xletZOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FR@ NG /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY= [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - a4wa/ (Ww,&ftA) voll DATE INSPECTOR17 A OA. �14rsf so �aUTyO # TOWN OF SOUTHOLD BUILDING DEPT. o765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL A/d [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: fiYiMlw o✓1 w Rs u oat 0 Ba� tiz.a DATE INSPECTOR �aOE SO(/ly� f # TOWN OF SOUTHOLD BUILDING DEPT. �yCrourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION ,Q [ ] FRAMING /STRAPPING [ FINAL Ifb 0 , [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R MARKS: h civ_ laA)2DATE INSPECTOR BOE so �o� olo TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING { FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION f ] CAULKING REMARKS: YZZ�nl � �aw6 - DATE INSPECTOR "2- 6 7 SOF SO(/Ty �o� olo # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ , ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: M cmuL4-R H o v.sr::�_ V 1s Lu-� I N Suc,TeD — G x DATE I I INSPECTOR OE SOUjyO6 TOWN OF SOUTHOLD BUILDING DEPT. IOU 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL , [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r DATElh AlEA INSPECTOR q c5l ()Qr) '5 L4 T) D) M, NEW YORK BUILDING JUL 3 2019 n, cTECHNOLOGY GROUP 111 3 V.1 1 N C'7;121D Affidavit Of 2015 IECC Compliance Date: 5/21/2019 Inspection Addresg: 2295 Ruth Road, Mattituck, NY This is to Certify that on 5/14/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: Conditioned Floor Area: 14851 1 Blower Door Test Result: 1 Infiltration Volume: 1 135301 1 Leakage in ACH50: 2.9 402.4.1.2 2015 IECC Compliance: IPASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and ,meets the minimum requirement of: 1<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Basement Leakage CFM@25: 56 Supply 11-value: 8 Return R-value 6 System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 56, CFM@25 I Leakage.Lirn it: 59.4 CFM@25 403.3.3 2 2015 IECC Compliance: Pass Signature of Certified RESNET HERS Rater: HERS CIA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Torn Baccarella Certification #3587347 607-277-6240 Note:Foundation wallsR12-Basement included in infiltration volume per ANS11RESNET11CC Standard 380-2016 Sec 3.2.5. Basement door open during infiltration testing. Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc'.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax:631509 4538 Email: NYBTGTB@gmail.com NEW YORK ® (BUILDING `-- - T E C H H O L 0 G Y GROUP Affidavit Of 2015 IECC Compliance Date: 5/21/2019 Inspection Address: 2295 Ruth Road, Mattituck, NY This is to Certify that on 5/14/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827'and meets the minimum standard of: <_3ACH Conditioned Floor Area: 14851 1 Blower Door Test Result: 1 655 Infiltration Volume: 1 13530 Leakage in ACH50: 1 2.9 402.4.1.2 2015 IECC Compliance: IPASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance;with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Basement Leakage CFM@25: 56 Supply R-value: 8 Return R-value 6 System 2: Leakage CFM@25: Supply R-value: I Return R-value System 3: Leakage CFM@25: Supply R-value: I Return R-value Total Combined Leakage: 5& CFM@25 Leakage Limit: 59.4 JCFM@25 403.3.3 2 2015 IECC Compliance: Pass Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Tom Baccarella 'Certification #3587347 607-277-6240 Note:Foundation walls R12-Basement included in infiltration volume per ANSI/RESNET/ICC Standard 380-2016 Sec 3.2.5. Basement door open during infiltration testing. Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third parry Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax:631509 4538 Email: NYBTGTB@gmail.com , COMMENTS FOUNDATION(IST) L off=all, ------------------- Ir/ Jr, - ► • 1 • 1 _ Lin, ROUGH FRAMING1 PLUMBING M- Wh +� INSULATION ENERGYSTATE • 1 - TIM MUM � r � AI r ��►!� FA I ff Allmm • 11 • • 1 fob r _ r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUIJ,DING DEPARTIIIENT Do you have or need the following,before applying? TOWN HALL Board of Health TOUTHOLD,NY 11971 V4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 "Survey SoutholdTown.NorthForknet PERNIIT NO. Check *%/Septic Form —NY.S.D.E.C. Mcgi�V[a C.O.ApplicationD Single &mit ✓Single&Separate Examined_ 11 Storm-Water Assessment Form- JUL ormJUL 1 1 2018 Contact: ��y Approved20 p7( Mail�to-K' �cJWt vt 1, �11V"\ ,\`vl►�/ Disapprovedalc —�4L BUM, : TQCPhone: Expirationr APPLICATION FOR BUILDING PERMIT Date 07 0 20JD INSTRUCTIONS .a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and 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 requited Department for the issuance of a Building'Permitpursuant to the APPLICATION IS HEREBY MADE to the Building Dep 'Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or -Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. T Signature f applicant or name,if a corporation) � �,/' z" 1►�q�ol (Mailing address of applicant) State whether applicant is owner,lessee,�agent,architect,engineer, �general contractor,electrician,plumber or builder Name,of owner of premises1"f� (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of co orat off1i�er) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locati�tl„ol�/((�,l d on whic Aro osgd work will be done: LUG` House Number Street Hamlet County Tax Map No. 1000 Section26 Block Lot— 46 ouomvislon rrtcu tvidy tvv. Lv� 2. State existing use and occupancy of premises and intended u e an occ ncy of proposed construction: a. Existing use and occupancy T& b. Intended use and occupancy ' E (l&w �`Ea q D HEw(1r 3. Nature of work(check which applicable):New Building V Addition Alteration Repair Removal Demolition Other Work n (Description) 4. Estimated Cost. 5(��060 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units / Number of dwelling units on each floor I O"' /A7' F1.i-,9ate, If garage,number of cars 1 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 1 I'+ 7. Dimensions of existm structures,if any:Front �— Rear J VIA Depth�/ Height_ Number of Stod4s Dimensions of sstructure with alterations or additions: Front Rear Depth ,_Height / Number of Stories/ 8. Dimensions of atire new construction:Front Rear �� Depth Height IF a/1 Number of Stories / 9. Size of lot:Front ? Rear 100 Depth) 10.Date of Purchase--j-1 JE f I I Name of Former Owner 11.Zone or use district in which premises are situated 9—tic), 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO_)(_ 13.Will lot be re-graded?YES YNO Will excess fill be removed from premises?YES)( NO 14.Names of Owner of premises IN SLE&W15. Address m Phone No. 1 1160 A a Name of Architect T SSC Address . G Phone No 117l Name of Contractor Address oneNo 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on properly is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO)—L *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFWFQI�J/ R MM i being duty sworn,deposes and says that(s)he is the applicant (Name of individual signing contrra1ct)above named, (S)He is the CV1T9,Kag9, (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. AGNIESZKA MARTA RENES SOPOLINSKI NOTARY PUBLIC-STATE OF NEW YORK Sbefore methis No.01RE6334035 day of 20 1 Qualified In Suffolk County My Commission Expires 12-07-2019 llvhqve� CA Notary Public Signature of Applicant FF Scott A. Russell L°Su ��F 01[k)—MW A TIER SUPERVISOR U jM[A J-4 A�G1E1��i�E�T z SOUTHOLDTOWNHALL-P.O.Box 1179 O s 'own of Southold 53095 Main Road-SOUTHOLD,NEW YORK 12971 CRA,PTER 236 - STORMWATER I ANAGEMENT WORD SHEET (TO BE COMPLETED BY THE APPLICANT) JUL_ 1 3 :2018--_ BOI;S THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑(0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 1 El 91 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. i D M E. Site preparation within the one-hundred-year floodplain as depicted m-FiRM- •fir watercourse: . F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you ans yered NO io all of 6e guestions above,STOP! Complete the Applicant section below with your Dame, 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 Cheek List Form to the Building Depaitmemt wiff—your Building Permit Application_ S.c.T.1+�1. Q: 1000 APPUf_�'1NT/-�(Property Ow=.DcsignProtes�siiona1,Agem,Contrxtor,Other) -0]11;t /'�f� NAME: rir��'I ULo15L —!r -k �/MI� �.. Section Block Lot i , BUILD 1 t• r._v: ty'Tti y�`-t USly t t\,U �vSirJCl:�lorn3t wrs ���—�N J Reviewed BY: -7 -- 6-��� Pi opert yAdd;!-ss ! Lccal ion o1• Const.,uct ion Work — _ - — - - - pproveo for prvice»,smg Budding Permit _ - �/q -- p-j Storrnwater'Mir Qemen? CorI:io} P13n NO' Reyu'red S10'fr2;vJ 1:.1t Jtil;1 Y1:?FClil:'t7t �Vt::tOi }::�1 r�}'•.rt1+J•rL G{ (�C .. ,. ;r� cs'- r4ct:r:� iiC i:Jlr;tC: �C•' .'C�•+::ti! i_.:1?11 tin,?t!!'_ •}::; ;t,'(,i t' iii t-• APPLICANT: S.C.T.M. ': 1000 CHAPTER 236 (Property Owner,Dcsign Professional.Agent,Contractor,Other) —p. a� 14 5tonnwater Management Control Plan CHECK LIST NAM : Block L�o t 1b S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. P. Date: * The applicant must provide a Complete Explanation and/or Reason for not providing V441Z 7e4plione Numlcr ail information that has been Required by the following Checklist! �ulnrc I. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702i. EROSION d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Shall include but not be limited to: e. Limits of Clearing& Area of Proposed Land Disturbance. A well maintained Construction Entrance, f. Existing &Proposed Contours of the Site (Minimum z Intervals) Wire Backed Silt Fencing, stabilization g. Location of all existing& proposed structures, roads, Seedingof exposed and/or inactive soils. driveways, sidewalks,drainage improvements&utilities. D h. Spot Grades & Finish Floor Elevations for all existing& IN\ proposed structures. I. Location of proposed Swimming Pool and discharge ring. J. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging DRAINAGE INSPECTIONS ARE REQUIRED -1:0WN I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. at - ore 2. Stormwater Management Control Plan must include Calculations showingR Provide Certification ton that the stormwater Improvements are sized to capture,store,and InfiltratethQ a e O Code. on-site the run-off from all impervious surfaces generated by a two(Z)inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &SedliTient Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) d. Leaching Structures (e. .infiltration basins,swales,etc.) FOR I::NGINEEER - DEPA TMENT USE ONLYF1 I Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: L S / SMCP has been approved by the Engineering Department. r�-Ina a A I r a A V nn r a Dec 1918 03:37a Anything Electric Inc ___ - a"1-589-1334 p.1 e-3 1107- BUIL TM ENT-Electrical Inspector C LUIQ-C ., y TOWN OF SOUTHOLD 12--I°I— I D Town Half Annex -54375 Main Road - PO Box 1179 oy � �aD Southold, New York 11971-0959 2018 Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richertcY town.southold.ny.us fu+G1W' q'ovvrt oFsooff ► ICATION FOR ELECTRICAL INSPECTION 6� REQUESTED BY: �,�f�'/ ,�t� �-� _ Date: �lap Company Name: j,: .✓ f 1-e C ! r'G P cater'-r- -:..� � . Name: License No.: file - .r 2 2 o email:�N 4 e/e crrf C �z 6 Address: ff 'zo Phone No.: Gto-ficc JOB SITE INFORMATION: (All Information Required) c Name: /VA ou S Address: I Z- 4j >' czLO Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 1'7�ySC— G✓� 'Z�'u r�, r, l s'G i-fr; sr Circle All That Apply: Is job ready for inspection?: YES 1 NO Rough In Final Do you need a Temp Certificate?: /-Y'E'S-�F NO Issued On g ation: (Ail information required) 1 Ph 3 Ph Size: 2 O A #Meters Old Meter# �'ryFire Reconnect- Flood Reconnect-Service Reconnected -Underground verhead Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information:, e_4r� c� L � PAYMENT DUE WITH APPLICATION Pie-e"Sr4 A- w ru m t'6 e, Fe te s ,' ,�-�� �--ti-1 r->e.u e . 82-Requestfor inspecffon Fi m.xis ,I;. y r �.. 9_o Ilk Town Hall Annex '��1� 11_ � Telephone(631)765-1802 54375 Main Road Fax(831)765-9502 �} ,,,,;; }, P.O.Box 1179 Southold, NY 11971-0959 t BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: KRII� NN ABI S Location of Property: MI RQTI1 U. I ON111 I UCK Please take notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): V Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) V Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): 5m �WWo� r Capacity(check applicable line): Owner V Owner representative TrussReg15.docx Effective 1/1/2015 AGENT LETTER I, _l being duly sworn,depose and say that I am the owner of the premises located at: c2a �fz±3z+4 _andIamdesignating: ZQ b nws LL to represent and act on my behalf as my agent,and to file the necessary documents to obtain a building permit(s). Owne Sworn to before me this I 1 T" - Day of MRPCH 20 19 Notary•Signature&Stamp GEORGE TYLIPAKIS Notary Public,State of New York No.01 TY6068921 Qualified in Queens County Commission Expires Jan 14,20 aP, , i T E R6_ IL L ; ABSTRACT CORP. i Trusted Title Insurance & services since 1988 i VARIANCE SEARCH ' CTSY RECORD OWNER SINANIS Kaity Sinanis I i i Premises described in Schedule A/Description ADDRESS' 2295 Ruth Road,Mattituck,N.Y. f f COUNTY Suffolk f TOWN Southold DISTRICT 1000 j SECTION; 106.00 BLOCK 07.00 f LOT 1004.000 STATE OF NEW YORK, COUNTY OF SUFFOLK ss.: j Marcia W.McMahon being duly sworn,deposes and says: That she resides at 297 Seven Ponds Towd Road, f Water Mill,New York;that she is over the age of 21 years;that she is Vice President/Secretary!of Water Mill Abstract Corp.;That under her direction,title was examined to the parcels of land described on,the annexed schedule and labeled as parcels: A,B,C,D,E and F; ` That said examination,made to include 03/06/2018 discloses the Chains of Title as annexed hereto commencing on10/05/1977 for the subject premises, and as indicated for the adjoining owners; and wherein the ii subject premises has been in single and separate ownership since 10/05/1977 That this affidavit is made to assist the Zoning Board of Appeals of the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing{full well that said Board will rely upon the truth thereof. Liability for this search is limited to $25,000.00 for any reason. f I SWORN TO BEFORE ME THIS Z1`TDAY OF MO-CAtk ,2018 �t p. Marcia W. McMahon NOTARY PUBLIC Vice President/Secretary DYLAN M MCMAHON Water Mill Abstract Corp. NOTARY PUBLIC-STATE OF NEW YOP1 No.01 MC6367666 ; Qualified in Suffolk County My Commission Expires 11-27-20LI J smcmahonwmadoptonline.net • PO Box 1079,Water Mill, N.Y. 11976 • P; (631) 726-4304 •iF: (631) 726-4307 LICENSED, N.Y.S. DEPARTMENT OF FINANCIAL SERVICES • MEMBER ALTA / NYSLTA l I T ie. WAT,l E ABSTRACT CORP. ; Trusted Title Insurance & services since 1988 SCHEDULE A DESCRIPTI®N PARCEL A TAX MAP# 1000-106.00-07.00-004.000 I DESCRIPTION: All that certain plot or parcel of land situate, lying at being at Mattituck,Town of Southold,County of Suffolk, State of New York, designated as Lot# 10, on map entitled"Map of Sunset Knolls, Section 2".Filed 04/09/1970 as Map# 5448. [pARCEL g TAX MAP# 1000-106.00-07.00-005.000 DESCRIPTION: Bounded on the East { I PARCEL C TAX MAP#1000-106.00-07.00-041.000 DESCRIPTION: Bounded on the Southeast PARCEL II TAX MAP# 1000-106.00-07.00-042.000 i DESCRIPTION: Bounded on the Southwest PARCEL E IT # 1000-106.00-07.00-003.000 DESCRIPTION: Bounded on the West , I PARCEL P Ruth Road DESCRIPTION: Bounded on the North �E STATE OF NEW YORK, COUNTY OF SUFFOLK ss.: r ays: That she resides at 297 Seven Ponds Towd Road, Marcia W.McMahon,being duly sworn, deposes and s Water Mill,New York;that she is over the age of 21 years;that she is Vice President/Secretary of Water Mill Abstract Corp.; and that the above is the true description of the subject premises and of the adjoining premises as shown on the Variance Search under the above-captioned title n:2ia b SWORN TO BEFORE ME THIS ZISfDAY OF PAR9L } , 2018 ✓ _.__ _.___ DYLAN M MCMAHON W. McMahon NOTARY PUBLIC NOTARY PUBLIC-STATE OF NEW YORK Vice President/Secretary No.01 MC6367666 Water Mill Abstract Corp Qualified in Suffolk County My Commission Expires 11-27-20;:� } , j smcmahonwmac@optonline.net• PO Box 1079, Water Mill, N.Y. 11976 • P: (631) 726-4304 •;F: (631) 726-4307 j LICENSED, N.Y.S. DEPARTMENT OF FINANCIAL SERVICES MEMBER ALTA / NYSLTA [ 1 I i i WATE Mw- LL I I P%* ]L I ABSTRACT CORP. ! Trusted Title Insurance & services Since 1988 ` I 1 CHAIN OF TITLE- CTSY / SINANIS PA12CE� TA%MAP#1000-106.00-07.00-004.000 i i Mary D.;Socratous Dated 10/5/77 I TO Recorded 10/11/77 I Gus Papoutsas Liber 8323 Kathy Papoutsas,ux page 17 *Find no proof of death of Gus Papoutsas SCSC Find no proof of death of Kathy Papoutsas/Fountoulakis in SCSC Paul Sinanis Dated 6/16/09 Maria Sinanis,ux Recorded 7/23/09 *As Exec. of LWT Kathy Papoutsas/Fountoulakis Liber 12594 STBTE Pae 319 i TO Paul Sinanis Maria Sinanis,ux I I Paul Sinanis Dated 7/28/17 Maria Sinanis,ux Recorded 9/19/17 I; TO Liber 12930 i '! Kaity Sinanis Pae 263 *LOR Dated Recorded Liber TO Page X I I ded i, smcmahonwma@optoriline.net • PO Box-1079, Water Mill, N.Y. 11976 • P: (631) 726-4304 -F: (631) 726-4307 N LICENSED, N.Y.S. DEPARTMENT OF FINANCIAL SERVICES o MEMBER ALTA / NYSLTA 4 I t • ii I ABSTRACT CORP. Trusted Title Insurance & services since 1988 + I I I CHAIN OF TITLE- CTS Y/ SINANIS PA12�EI,B TAX MAN 1000-106.00-07.00-005.000 , Robert Hiltz - i Dated 12/28/71 TO Recorded 6/7/72 Liber 7082 George Zachariadis ! Irene Zachariadis,ux Pae 434 I `George Zachariadis died 3131113 SCSC 92013-1909 No proqfo death of Irene Zachariadis I i Anna Loizides,as Exec.u/LWT of Dated P7/10/13 iGeorge Zachariadis Recorded2/14TOLiber 84nstantino ZachariadisPae I I ' Constantino Zachariadis as devisee u/LWT of George Zachariadis Dated 11/14/13 TO Recorded 12/17/13 1 Constantino Zachariadis Liber 12756 N Sophia Zachariadis,ux Pae 732 I LOR a I r VPe l '4 TO ed j }� r, ILiber ded I; TO i' smcmahonwmac@ioptonline.net • PO Box1079, Water Mill, N.Y. 11976 • P: (631) 726-4304 • F: (631) 726-4307 CES © MEMBER ALTA / NYSLTA LICENSED, N.Y.S. DEPARTMENT OF FINANCIAL SERVI ` f WAT _tfZ*'-_ I L L ! ABSTRACT CORP. ; Trusted Title Insurance & services since 1988 j i i CHAIN®F TITLE- CTSY l SINANIS r FARC�I,C TAX 1VgAP#1000-106.00-07.00-041.000 i Aglaia C. Tsontakis.as Guardian Dated 7/9/81 TO Recorded 7/22/81 Evangelos Barous Liber I 9039 Kalliope Barons,ux Pae 1448 1 Evangelos Barous Kalliope Barous,ux I TDated 5/10/13 O Recorded 9/24/13 John E. Barous Liber 12745 9Maria gartofilis,T.I.C. Pae 66 E LOR ! 4 Dated I Recorded TO c Liber } Pae 1+ gPacyel i; TO i i Dated Recorded 't Liber TO Page I '! smcmahonwma@optonline.net • PO Box,1079, Water Mill, N.Y. 11976 • P: (631) 726-4304 •IF: (631) 726-4307 LICENSED, N.Y.S. DEPARTMENT OF FINANCIAL SERVICES • MEMBER ALTA / NYSLTA I ff WAYN-< 10- L L I ABSTRACT COP-P- 1 Trusted Title Insurance & services since 1988 i CHAIN OF TITLE- Miff/ SINANIS PARCEL D TAX NUN 1000-106.00-07.00-042.000 i Joseph M. Callaghan Kathleen Callaghan Dated 3/15/82 i TO Recorded 3/17/82 1 George Vouvoudakis Liber 9156 Despina Vouvoudakis,ux Pae 131 i LOR i Dated Recorded TO Liber r Page _ I I tReecordled I "^ TO If I' Dated j Recorded TO Liber Page Dated Recorded t Liber j TO Pae j smcmahonwma@optonline.net • PO Box;1079, Water Mill, N.Y. 11976 • P: (631) 726-4304 • F: (631) 726-4307 f LICENSED, N.Y.S. DEPARTMENT OF FINANCIAL SERVICES • MEMBER ALTA / NYSLTA ? I I I i _ w ABSTRACT CORP.; Trusted Title rnsurance & Services Since 1988 I I , ' I i i CHAIN IO F TITLE- CTS / SINANIS i PARCEL TAX MAP# 1000 106 00 07 00 003 000 1 Demetrios Socratous kRecorded d 5/10/71 i Mary D. Socratous,ux 5/11/71 i TO r 6929 ! Bill J.Halkias e 44 Stamatia B.Halkias,ux : LOR I Dated Recorded TO Liber I Pae j Dated Recorded , TO Liber P e Dated Recorded Liber TO Pa e + j Dated jRecorded j� Liber TO Page I I smcmahonwma@optonline.net • PO Box,1079, Water Mill, N.Y. 11976 • P: (631) 726-4304 • F: (631) 726-4307 I, LICENSED, N.Y.S. DEPARTMENT OF FINANCIAL SERVICES • MEMBER ALTA / NYSLTA a I I i W AT,, E L L ' ABSTRACT CORP. ; Trusted Title Insurance & services Since 19SB r l CHAIN OF TITLE—CTSY/SINANIS i i I PARCEL F Ruth Road r STATE OF NEW YORK, COUNTY OF SUFFOLK ss: i ' I Marcia W. McMahon, being duly sworn, deposes and says: That she resides at 297 Seven Ponds Towd Road, Water Mill,New York; that she is over the age of 21 years; that she is Vice President/Secretary of Water Mill Abstract Corp.; and that the above are the true Chains of Title as shown on the records of the Suffolk County Clerk and the Variance Search under the above captioned title number. i i I I i I I i SWORN TO BEFORE ME THIS Z I"DAY OF "?_0k , 2018 NOTARY PUBLIC W. McMahon DYLAN M MCMAHON Vice President/Secretary NOTARY PUBLIC-STATE OF NEW YORK Water Mill Abstract,Corp No.01 MC6367666 { Qualified in Suffolk County I! i h My Commission Expires 11-27-20-L + Ii smcinahonwma optonline.net o PO Box':1079, Water Mill, N.Y. 11976 • P: (631} 726-4304 • F: (631) 726-4307 a I LICENSED, N.Y.S. DEPARTMENT OF FINANCIAL SERVICES • MEMBER ALTA / NYSLTA i Gj� �rr� At p� (199) �` �i�• �G� .�p`!��p`'�'�53 $g �� �'c� (198) 122 (1) 50 �9 25 rGi � (197) 1a 2 (2) BJP` k D iD - ju(196) to �l 5 / (6) °° °o (7) ! (5) a1 0 tO � (9) 0 � 6 0 0o (18) (10) ° (16) rd` �J,j lk X2(1 �� �� 0� R�1 `� ° (19) � "�� 12 �2'` A21 '� �'o (20) �y (35) (34 91, `�' (33) j9 b5 �� r (55) �� - ��� N o (23) ° LL �do Iffi (31) QC �; Ga2 ( ) (1) s r� (54) �y1 �� �° (2�,� �'� °y tso) �° �� `�°6 � (�l (26) N1°`' (om} ° `il\ Not (43) ` ,��� ��� 0 (53) ��y 5 1 Tys �g2 r, (27) �° �'� 9g ° r ° ts (45) 75 (52) `3 ` �'� s (46) o � � ° 90 •Gh 74 r3 S.C.T.M. NO. DISTRICT: 1000 SECTION: 106 BLOCK: 7 LOT(S):4 _ DWELLINGS I D [29[2�V[� W/PUBLIC WATER I VACANT 150' I 150' CONC. CURB x 0 0 2 2 2018 P DRAINAGE CALCULATIONS: PROPOSED STAGING AREA A) DWELLING FOOTPRINT=1,760 SQ.FT. AND CONSTRUCTION B rMG DEPT. 1760 x 0.166=292cf REQUIRED CL62.3 RUTH ROAD ENTRANCE CL 57.8 'll'�s`•n-,r% �" ii ri i T'9' N'11� (2) 8'DIA x 4' DEEP DRYWELL=338cf PROVIDED B) DRIVEWAY=590 SQ.FT. D0STING WATER MAIN 590 x 0.166= 98cf - , -. .- .I.-..-. -. .-..-..- ..-. . -. - .. _. .- .. - (1) B'DU1 x 3' DEEP DRYWELL= 132cf PROVIDED TO 62.3 CONC. CURB TC 59.6 TC 57.8 U•P N 71 9'20" E 100.00' U.P. 195.72'_ MON. EL 62.7 TE N 4' CHAINLINK FENCE DRAIN EL 58.6 L 60.9 -� IO'MIN L P. 8'MIN Z o'+. DRY DRY WEL tzi Z z I �2 1b��� 8 IAx3'DEE y 1,000 GAL S.T. ~ O to(iL)IVDIA 02'DE�p o CONCRETE WASH OUT AREA DWELLINGS 00 I IN BED OF PROPOSED DRIVEWAY. d W/PUBLIC WATER N 150' O oI Z o 18ELo(62.5) CLEANOUT a E(60. 00 00 7 00 ::�53.0'�: .1 N•';;12.0': O Iv TYPICAL DRYWELL CROSS SECTION :.'':" PROPOSED? w'c= •': O (CONC. PRECAST COMPONENTS) 1.4'A='"• '" •'''1 STI FFtIN.::'::; :::,::;.: o ,�, -P N;;.,;:.:•.:;::. DWELLING.-.•�'••:.:•:'':':�•' BEDROOMS:::: :,::,:::.:';..:�.•::;:: B'SLAB FCR NDN-TRAFFIC BEARING L(64.0) 8'SLAB FOR TRAFFIC BEARING EL 62.7 i•:'.FF ?',.;.,::.;:.: "::':•' HEAVY DUTY .....• •'• .••ry: 12.0'': EL(60.0) APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OMII.Er PIPE EL(62.5) •:'•53.0';•:,,.;:'•',:.::,:,.: r .;. MIN.4'DIAL CDVER TO GRADE TO%X NSISN RINGS EL 59.3 PITCHED 1/8%1' MIN.4 DTA. PITCHED 1/IA. DRI DWELLINGS ® D ❑ ❑ 10-WRE�YL DRY WELL WIPU1 0' WATER El R WE 8'DIAx4'DEEP 8'DIAx4'DEE EL 58.4 EL 58.6 PROPOSED SOIL STOCK PILE AREA N N 3' MIN. f 8' � CJI COLLAR PROPOSED LIMIT BACK FILL MATERIAL TO BE SILT FENCE OF DISTUfBANCE f CLEAN SAND AND GRAVEL X X X X X X X U Iv N TYPICAL SILT O Z O SCREEN SECTION O •i aza GEOTEXTLLE FABRIC O v O SUPPORT POSTS WOOD OR METAL U �Y FLOW DIRECTION EXCAVATED AND LOT 11 LOT 10 BACKFlLLED TRENCH LOT 9 EXISTING GROUND EL 56.1 EL 55.4 EL 55.4 K` - - 4' CHAINLINK FENCE HE - - - - MON. S 71°39'20" W MON. ELEV. 62.7 ';; I(: I 1��.��' DR BROWN OL NOY LOAM 0.8 7 MINIMUM LOT 14 I LOT 15 _ DWELLINGS BROWN W/PUBLIC WATER SM LOAMYAVED 1.9' 50' MIN. - BUT SUFFICIENT TO-KE-CP-- TYPICAL CLEAN OUT SEDIMENT ON SITE BROWN SLATE OR HAY BAIL AND/OR MEDIUM SUITABLE COVE STOPPER END /SILT FENCING SP SAND OR PLUG X---7,1�-X w GRAVEL 14.3' a o . ms's' ny � 30 'ELBOW a �; - -�- --f� --• o 60' WYEw ��o •' �G N 0 Q w NO WATER FLOW 0' CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED - 17' 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. DEC. 15, 2017 FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. K. WOYCHUK LS NON-CONFORMING FRONT: 40' MIN REVISED 08-22-18 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDE 15' MIN (35' TOTAL) REAR: 50' MIN REVISED 08-10-18 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS ZONED R-40 AND OR DATA OBTAINED FROM OTHERS AREA: 20,000 SQ.FT. or 0.46 ACRES REVISED 02-01-18 ELEVATION DATUM: _________________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS7777J770N, GUARANTEES ARE NOT 7RANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE ERECTION OF FENCES, ADDITIONAL S7RUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUd-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 10 CERTIFIED TO: KAITY SINANIS; MAP OF: SUNSET KNOLLS SECTION 2 FILED: APRIL 9, 1970 No.5448 SITUATED AT. MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLIC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILE # 17-202 SCALE: I"=30' DATE: DEC. 15, 2017 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk APPROVAL OF STORMWATER MAI',, S.C.T.M. �•I�. DISTRICT: 1000 SECTION: 106 BLOCK: 7 LOT(S):4 MENT COWrRO PIAN -T Code h DWELLINGS Date: I ter 236 W/PUB VACANT OC WATER i 150 Approved by: DRAINAGE CALCULATIONS: L RB PROPOSED STAGING AREA A) DWELLING FOOTPRINT=1,787 SQ.FT. AND CONSTRUCTION 1787 x 0.166-29Y:Of REQUIRED CL62.3 R UTH ROAD TRANCE CL 57.8 (2) 8'DIA x 4' DEEP DRYWELL-338cf PROVIDED B) DRIVEWAY=590 SQ.FT. EXISTING WATER MAIN 590 x 0.166= 980 (1) -..-..- - ..- ..-..-..-..- ..-. -. .-. . -..- .. - (1) 8'DIA x 3' DEEP DRYWELL= 132cf PROVIDED TC 62.3 CONC. CURB TC 59.6 TC 57.8 L'P' N 71 9'20" E 100.00' U.P. MON. EL 62.7 TE 4' CHAINuN FENCE DRAIN EL `58.6 - - - 195.72' EL 60.9 _ C! MIN DRY WEL rrJ y Z 10'MIN LP WMIN >- 8 IAx3'DEE y I.+ �, EXP CONCRETE WASH OUT AREA DWELLINGS 00 01 �y e��� IN BED OF PROPOSED DRIVEWAY. tv W/PUBLIC WATER tv 3 0 1,000 GAL S.T. 150 O i to (1EACIA x12'D a: o LEACHING POO O ; d � EROSION&SEDIMENT CONTROLS 17EL0(62.5) CLEANOUT E(60.01 .0' 00 Shalt include but not be limited to: '; N:.•:: 0 120=' N A well maintain ed Constr ct' TYPICAL DRYWELL CROSS SECTION ?''pROPpSp::t :; i::':;::;, h;:•:; O u Ion Entr nce, (CONC. PRECAST COMPONENTS) mac:':?''.'•':i'•i'i1 STY iRM:^::i''•:':::i:i:`;:i' r$5.N' -P Wire Backed Silt Fencing, stabilizatio & ::.: )ROOMS.'-.*-,'.'-.*."-.'-.'"-.*.';',*.'-, ROOM 's::�.:.; ,,*.'-,; Seeding of exposed and/or inactive 3 DROOMS:::::.::.::::::i:i:s::.,..,..,•..: IIS. e•ffi%A6�TPAFM BMW EL 62.7 :i:FFl(64.0)e: ::::.::, •:':'•:""'''''::''•::': t'r1 N.... WAVY DUTY .....,,.:••::•::•::•;••:• 12.0 1' EL(80.0) APPROVED NIEr PIPE CAST IRON FRAME AND APPROVED OUnET PFE EL(62.5) '�54.D'^':::::::.::::' MDL 4•DAlTO GRADE TO Ex�PA NSI�NEL 59.3 PRr a+/s y+. COVFIt PrrM 4 118-11. D Z /Dk6 DWELLINGS /RLL ` E W/ PUBLIC WATER ® �'O ❑ ❑ `WE5 8'DIAx4 DEEP 150 P❑ ❑ ❑ 8'DRY WEE EL 58.4 EL 58.6 PROPOSED SOIL DRAINAGE INSPECTIONS ARE REQUIRE STOCK PILE AREA Contact TOS Engineering at 765-1560 bE fore Backfill, OR Provide Engineer's Certifical on N that the drainage has§sen installed to 3' MIN. 8' COLLAR PROPOSED LIMIT BACK FILL MATERIAL TO BE SILT FENCE OF DIMPBANC. t CLEAN SAND AND GRAVEL X X X X X X W TV � tv TYPICAL SILT OQ z SCREEN SECTION O 7 z GEOTEXTILE FABRIC I SUPPORT POSTS- WOOD OR METAL 't I y. FLOW DIRECTION EXCAVATED AND LOT 11 LOT 10 LOT 9 BACKFILLED TRENCH j EXISTING GROUND EL 56.1 EL 55.4 EL 55.4 4' CHAINUNK FENCE -- - _2 MON. S 71039'20" W 100.00' MON. ELEV. 62.7 I 11 � � OL DR BROWN 0.8' TTT TfF ` �7MNIMIIM LOT 14 LOT 15 SANDY LOAM DWELLINGS BROWN I W/PU8501� WATER SM OA% 1.9' 50' MIN. GRA BUT SUFFICIENT TO KEEP TYPICAL CLEAN OUT SEDIMENT ON SITE PALE BROWN SLATE OR -� HAY BAIL AND/OR MEDIUM SUITABLE COVER \ STOPPER END /SILT FENCING SP SND OR PLUG w GRAVEL 14.3' i Z d' �J 30' ELBOW 60' WYE °� /Q�G� �4� : . N 0 Q W NO WATER FI OW_` CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 17' L j w 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. DEC. 15, 2017 i FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. K. WOYCHUK LS NON-CONFORMING FRONT: 40' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDE: 15' MIN (35' TOTAL) REAR: 50' MIN REVISED 07-09-18 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS ZONED R-40 REVISED 02-01-18 AND OR DATA OBTAINED FROM OTHERS AREA: 20,000 SQ-FT- or 0.146 ACRES ELEVA77ON DATUM: UNAUTHORIZED AL TERA 77ON OR A!DDI770N TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 10 I CERTIFIED T0: KAITY SINANIS; MAP OF: SUNSET KNOLLS SECTION 2 FILED: APRIL 9, 1970 No.544�8 SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH-M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILE If 17-202 SCALE: 1 M=30' DATE: DEC. 15, 2017 � � PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth H. Woychuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 106 BLOCK: 7 LOT(S): 4 DWELLINGS I W/PUBLIC WATER 1CANT 150' CONC. CURB CL 62.3 R UTH ROAD CL 57.8 EXISTING WATER MAIN —..—..—.I..... .—.._.. .. —..... —.. —. .—.. —.. —.._ TC 62.3 CONC. CURB TC 59.6 TC 57.8 U•P N 71 MON. EL 62.7 s 4' CHAINLI FENC 58.6 195.72' � � so. Z 10'MIN LP. 8'MINCi a Z = ID(P CIO F�I a B 1,000 GAL S.T. '-` o I to 00 (1)B'DIA X12-DEP R C1 o a; c LEACHING POOL tv OEL(62.5) 54.03 CLEANOUZ.:' a �' 'P17.0' 4:Iov 12.0_ O Q .,' '::•':�:��. :.•..:.:�.;:::::�•:;•:�;; '•: :PROPOSED:: ::'::;'.w n:,.• �::•' ::1 STY FRM.:: .:: :;:'; y ,.. ____ _..._________�__� _._.___.._.-�.—�_. n^.•' •:DWEWNG�:i�: '•s�i�,` i:�w:ryi �J s FOLK C1�i7' xs)lei r k�'=ri .'it) 0''FkEAL,l R SERV; 3 BEDROOMS::'.'. FFI(64.0)x;:::;:':: :. EL(62.5) :54.0 : 12.0:.: PE f T I R` " n� 4 � ', i A r�+I �e;2 e pVt MOM kN EL(60.0) .C.f 1 i �.S'-L.".L -u y EL 62.7 5�6:IL.}slbi'et^A:c\s.zs � Vi%wv� ��fs'V� `wa R-0o')'2- DAT2 DWELLINGS 9.3 DWELLINGS W PUBLIC�WAT�R J W/PUBLIC WATER A �fM . .s.._ :._s ., 150 —� 150' E'4.lR Mf°id'z'•1i.l. i,a- M _z 1�. +.r._. .,ci t6•,=5�3 W c� EL 58.4 MIM i s gd s iG4:c =„•� RO'VA— EL 58.6 _ W EY`d6CA S10H INSPECo 8 EM, REQUIREDY FOP.SANN 3 AR N SAFSTEU1 i Z BY HFAL.TH DEPA&TMENT Cleanout must be installed on the septic tank inlet waste line.All utilities require a 5ft minimum separation to No N the septic system. o 0 'o 0 O o O LOT 11 LOT 10 LOT 9 EL 56.1 EL 55.4 EL-55.4 4' CHAINLINK FENCE MON. S 71039'20 it W 100.00' MON. ELEV. 62.7 I OL DR BROWN o.8- LOT 8'LOT 14 LOT 15 SANDY LOAM BROWN , DWELLINGS SM LOAMY GRAVEL 19 W/PUBLIC WATER — TYPICAL CLEAN OUT 150, PALE BROWN SLATE OR MEDIUM SUITABLE COVE STOPPER END SP SAND OR PLUG & GRAVEL 14.3' 30' ELBOW 60' WYE EENIE® NO WATER FL 0 W--"— JAN Z 3 2018 DEC. 15, 2017 17' DUFF-00- K. WOYCHUK LS OFFICE OF WAST �'�'F NGT LO A77ONS SHOWN ARE THE WATER SUPPLY EFROM FIELD L OBSERVATIO SLS AND OOL ZONED R-40 AND OR DATA OBTAINED FROM OTHERS AREA: 20,000 SQ-FT. or 0.46 ACRES ELEVATION DA7UM: UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SECT70N 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUC—TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 10 CERTIFIED TO: KAITY SINANIS; MAP OF: SUNSET KNOLLS SECTION 2 FILED: APRIL 9, 1970 No.5448 SITUATED AT. MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 FILE # 17-202 SCALE: 1"=30' DATE: DEC. 15, 2017 PHONE (831)298-1588 FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychulr S.C.T.M. NO. DISTRICT. 1000 SECTION: 106 BLOCK: 7 LOT(S):4 RECEIVED AAR [ I OMCE O CONC. CURB 0 CL 62.3 RUTH ROAD CL 57.8 ® i WATER MAIN — � — — .I.— . rr- J� TC 82.3 CONC. CURB rC 59.6 TC 57.8 CL u.P. N 71° 9'20" E 100.00' U.P. -- - =3 MON. 195.72' EL 62.7 1,000 EL 60.9 S T. GUTTER EL 58.6 E� (1 CHI EP DRAIN I LEACHINGG POOPOOL LP, DRY WE 8DIAx3'DEEP W j I L 41' o N LP GAS 44'�4' z o 0 3� 4 COVERED O 8.3 WOOD BAY (B PORCH 18.0' 17.0' '.';53.0':•'.`•�:':::.•:��.iy.,.•';'12.0'=:�. ,E JFFOLF�C+"..'WN'Pv't'�1E'i`''f( , i O�I��LT SERVICES ';7 Ri ERM,::':: N. t r:';:: "..,::'.. DWELLING:::.::'.:,: 64.('i �.•:••. A~PRO'tlr: " a :r;�1:1viP�t; TI_DW01�KS ®I� EL 62.7 A�:I D3� NGLE i=[0, ,-^�` RESIDENCE 53.0':' ��RR 0 2 2919 EL 59.3 . I o. Gf.NO. d®� ®cZa. QW5 ID DRLI�L ai WOOD DECK DRY WELL TP12 E:1'3gc^d2SptlS?!a°1G 4t:k8r S110y31y cI`i1iP,8t hNS I0=Wn haW b88n9 `WE5 8'DIAx4'DEEP ins `fed and/or certs .i1 by 1115 Department or of jer agencies and found to DRY WELL b8 si' factory FOR A LIM OF BEDROOM � 8'DIAx4'DEE EL 58.4 t EL 58.6 N O Craig, KT✓?ppar, P..E., Chief O Office of 16da3tewater managemq� nt _ •- t�1 U N cWi N z O U � LOT 11 LOT 10 LOT 9 EL 56.1 EL 55.4 EL 55.4 4' CHAINLINK FENCE MON. S 71039'20 VVI 100.00, MON. DRAINAGE CALCULATIONS: LOT 14 I LOT 15 A) DWELLING FOOTPRINT=1,760 SQ.Ff. 1760 x 0.166=292cf REQUIRED 5 3 Q (2) 8'DIA x 4' DEEP DRYWELL=338cf PROVIDED B) DRIVEWAY=590 SQ.Fr. X 98cf (1) (1) 8'DILA A x x 3' DEEP DRYWELL= 132cf PROVIDED '`y/►V�► U'` NON–CONFORMING FRONT. 40' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR: 50MIN FINAL SURVEY 03-15-19 SIDE: 15',MIN MIN (35' TOTAL) LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS ZONED R--40 AND OR DATA OBTAINED FROM OTHERS AREA: 20,000 SQ.FT. or 0.46 ACRES FND. LOCATION 11-18-18 ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADD17ION TO THIS SURVEY IS A VIOLATION OF SECT70N 7209 OF THE NEW YORK STA TE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 77-IE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 77-IE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON TIME PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 10 CERTIFIED TO: KAITY SINANIS; MAP OF: SUNSET KNOLLS SECTION 2 - FILED: APRIL 9, 1970 No.5448 SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD , KENNETH M WOYCHUK LAND SURVEYING, PUC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 17-202 SCALE: I"=30' PATE: DEC. 15, 2017 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 2295 Ruth Rd Turn Key Modular Homes 286 Flanders Blvd Flanders NY 11901 (631) 284-3010 NEW YORK 0 ii. BUILDING TECHNOLOGY GROUP Prepared by: Thomas Baccarella in accordance with ACCA Manual J 8t' edition,V2 Signature: � -� Date: 3/5/2018 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual ], S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 169 Route 25A Building 1 Suite B Miller Place, NY 11764 Telephone:631 4960289 Fax:631 3892808 Email:Gene@nybtg.couru Revised August 30,2017 Manual S Compliance Report Job: 1763 NEW YOfIK ® BfUILDioa Date: Feb 28,2018 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG com Project • • For: 2295 Ruth Rd, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 20334 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.7oF Latent gain: 5258 Btuh Entering coil WB: 63.4°F Indoor design DB. 75.0°F Total gain: 25592 Btuh Indoor RH• 50% Estimated airflow: 967 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1630AJ1NA+RH1V3617STANJA Actual airflow: 967 cfm Sensible capacity: 20300 Btuh 100% of load Latent capacity. 8700 Btuh 165% of load Total capacity: 29000 Btuh 113% of load SHR. 70% Heating 'Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 25768 Btuh Entering coil DB: 67.3°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Navien inc Model: NCB240-E Actual airflow: 967 cfm Output capacity: 28000 Btuh 109% of load Meets all requirements ofACCA Manual S. wrightsoft® 2018-Mar-0515.59.05 1, .w��,�� .�2�.u«...,wa,.�, Right-Suite®Universal 2018 18.0 04 RSU25790 Page 1 �CA PANYBTG WORKFLOM2295 Ruth Rd\2295 ruth_rd.rup Calc=MJ8 Front Door faces.NE Load Short Form Job: 1763 NEW YORK BUILDING Date: Feb 28,2018 I�oo�o° ° Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone.631-495-0289 Email Tom@nybtg com Web www NYBTG.com -Project • • For: 2295 Ruth Rd, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Navien inc Make Rheem Trade Navien Trade RHEEM Model NCB240-E Cond RA1630AJlNA AHRI ref Coil RH1V3617STANJA AHRI ref 7941345 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 20300 Btuh Heating output 28000 Btuh Latent cooling 8700 Btuh Temperature rise 26 OF Total cooling 29000 Btuh Actual air flow 967 cfm Actual air flow 967 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Kitchen 198 2935 4620 134 228 Living 414 6752 6479 309 320 Dining 195 2509 1560 115 77 Stairs 32 119 45 5 2 Hall 65 240 91 11 4 Bed 3 126 1476 1924 68 95 Bed 2 132 2286 2040 105 101 Bath 1 58 511 121 23 6 Master Bed 202 3337 2400 153 119 Master Bath 82 964 287 44 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2018-Mar-05 15 59 05 Right-Suite@ Universal 2018 18 0.04 RSU25790 Page 1 +CA P\NYBTG WORKFLOW\2295 Ruth Rd\2295_ruth_rd.rup Calc=MJ8 Front Door faces NE Entire House d 1505 21128 19567 967 967 Other equip loads 4640 767 Equip. @ 0.89 RSM 18158 Latent cooling 5258 TOTALS 1505 25768 23416 967 967 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a W rightsoft® 2018-Mar-05 15 59 05 �R•» -wv mym Right-Suite®Universal 2018 18.0 04 RSU25790 Page 2 +C+A P INYBTG WORKFLOM2295 Ruth Rd%2295_ruth_rd.rup Calc=MJ8 Front Door faces NE Pro ect Summar Job: NEW YORK ® BUILDING � Y Date: FebFeb 28,2018 ® I�oo�oo °° Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG.com Project, • • For: 2295 Ruth Rd, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Notes: Design Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19582 Btuh Structure 19188 Btuh Ducts 1546 Btuh Ducts 379 Btuh Central vent (75 cfm) 4640 Btuh Central vent (75 cfm) 767 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25768 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 18158 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 3124 Btuh Ducts 497 Btuh Central vent (75 cfm) 1637 Btuh Heating Cooling Outside air Area(ft2) 1505 1505 Equipment latent load 5258 Btuh Volume(ft') 12040 12040 Air changes/hour 0.28 0.09 Equipment Total Load (Sen+Lat) 23416 Btuh Equiv.AVF (cfm) 56 18 Req. total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Navien inc Make Rheem Trade Navien Trade RHEEM Model NCB240-E Cond RA1630AJlNA AHRI ref Coil RH1V3617STANJA AHRI ref 7941345 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 20300 Btuh Heating output 28000 Btuh Latent cooling 8700 Btuh Temperature rise 26 OF Total cooling 29000 Btuh Actual air flow 967 cfm Actual air flow 967 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk- wril0htsoft- 2018-Mar-05 15 59 05 Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 ACCA P\NYBTG WORKFLOM2295 Ruth Rd\2295_ruth_rd.rup Calc=MJ8 Front Door faces NE AED Assessment Job: 1763 NEWBU IYORK _o ILDING Date: Feb 28,2018 oO °° Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG.com Project • • For: 2295 Ruth Rd, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD (°F) 56 9 Latitude: 41'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 forAdequate Exposure Hourly Glazing Load 10,000 9,060 8,0oo 7,000 6,000 5,000 4,000 3,000 2,000 1,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day Fbu1y /A,arage /AID6mt Maximum hourly glazing load exceeds average by 27.1%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh "' WP'.RQ sOft00 2018-Mar-05 15 59 05 A „•r, •�->ama Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 �CiA PINYBTG WORKFLOW\2295 Ruth Rd12295_ruth_rd.rup Calc=MJ8 Front Door faces NE Right-.1®Worksheet Job: 1763 NEW YONI( sui,�oiOe Date' Feb 28,2018 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-4951-0289 Email Tam@nybtg com Web www.NYBTG com 1 Room name Entire House Kitchen 2 Exposed wall 163 5 ft 283 ft 3 Room height 80 ft d 80 ft heat/cool 4 Room dimensions 153 x 13.0 ft 5 Room area 1505 0 ft' 198 3 ft' Ty Construction U-value Or HTM Area (W) Load Area (W) Load number (Btuh/ft-*F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-Osw 0.065 n 3.66 0 78 430 313 1146 244 122 95 347 74 �G 4A4-2ow 0.470 n 26.46 1303 36 0 965 475 27 0 720 354 : G 4A4-2owd_ _ _ _ 0 470' n 26.46 _13 03 80 o- 2127 1047 0 0 _ 0 0 IW 12F-Osw 0 065 a 3.66 078 224 181 661 141 104 104 381 81 11 L—G _4A4-2ow_ 0 470 e- 2646 46.75 43 0 1145 2023 0 __ o 0 0 12F-Osw 0 065 s 366 0.78 430 324 1186 253 0 0 0 0 :9 4A4-2ow 0.470 s 26.46 23.27 86 0 2270 1997 0 0 0 0 11J0 0.600 s 3378 1392 20 20 679 280 0 0 0 0- - - - - - - - - - - - - -- -- - - - - -- - - W _ 12F-Osw 0.065 _w 366 0.78 724 224 820 175_ 0 0 0 0 C- 16B-44ad 0.022 - -1.24 1.03 1505 1505 . 1864 _ 1546._ 198 198 _246_- 204 F 19A-19bswp 0 049 - 2.16 0.36 1505 1505 3254 537 198 198 _._ 429 _ 71 6 c)AED excursion 0 -69 Envelope loss/gain 16117 8718 2121 715 12 a) Infiltration 3465 184 599 32 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 4 920 0 0 Appliances/other 9366 3784 Subtotal(lines 6 to 13) 19582 19188 2720 4530 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbution 0 0 0 0 14 Subtotal 19582 19188 2720 4530 15 Duct loads 80/0 2% 1546 379 6% 2% 215 90 Total room load 21128 19567 2935 4620 Air required(cfm) 967 967 134 228 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ r�a- wrgr�tso¢t� 2018-Mar-05 15 59 05 Right-Suite@ Universal 2018 18.0.04 RSU25790 Page 1 ,,lack P\NYBTG WORKFLOW\2295 Ruth Rd\2295_ruth_rd rup Calc=MJ8 Front Door faces NE NEW IDII�ftjlRight-J®Worksheet Job: 1763 UI:DAN c Date: Feb 28,2018 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www.NYBTG corn 1 Room name Living Dining 2 Exposed wall 450 ft 14.8 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 10 x 414 1 ft 1.0 x 195.3 ft 5 Room area 414.1 ft' 195 3 ftz Ty Construction U-value Or HTM Area (ftj Load Area (ftj Load number (13tuh1ft;°F) (Btuh/ft5 or penmeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 111- - 12F-Osw 0.065 n 3.66 0.78 0 - 0 - 0 0 118 78 285 61 I�---GG 4A4-2ow 0.470 n 26.46 1303 0 0 0 0 0 0 0 0 4A4-2owd 0 470 n_ 26.46 13.03 0 0 0 0 40 0 1064 5.24 W 12F-0sw 0 065 a 3.66 0.78 120 77 281 60 0 0 0 0 11 —G 4A4-2ow 0 470 a 26.46 4675 43 0 1145 2023 0 0 0 0 12F-0sw 0.065 s 366 0.78 240 177 646 138 0 -6 0 0 4A4-2rnv 0.470 s 26.46 23.27 43 0 1145 1007 0 0 0 0 _ 11 J0 0 600 s 3378_ 13.92 20_ 20 679 ­2_80 _ 0 _ 0 0 _0 0 W 12F-0sw 0.065 w _ 366 0 0.78 0 _ 0 _ 0 __ 0 0 _ 0 _ 0 0 C ._ -1 51[34 d _, ., . 022- - 1.24 - 1.03 - 414 _ 414 _ 513_ .- 425_ 195 _ _195 _ 242 _ 201- F 19A-19bswp_ _ 0.049 _ -_ 2.16 0-36 414_ 414 895 148 195 _195 _422 70 6 c)AED excursion -97 -23 Envelope loss/gain 5304 3983 2012 831 12 a) Infiltration 954 51 313 17 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 4 920 0 0 Appliances/other 1400 682 Subtotal(lines 6 to 13) 6258 6354 2325 1530 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6258 6354 2325 1530 15 Duct loads 80/0 20/c 494 126 8% 2% 184 30 Total room load 6752 6479 2509 1560 Air required(cfm) 1309 320 115 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -I- wri-gF�tsoYeo 2018-Mar-05 15 59.05 CA Right-Suite®Universal 2018 18.0.04 RSU25790 Page 2 P\NYBTG WORKFLOW\2295 Ruth Rd\2295_ruth_rd rup Calc=MJ8 Front Door faces NE w Right-M Worksheet Job: 1763 NEN'YORK B USI DING Date: Feb 28,2018 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631495-0289 Email Tom@nybtg.com Web www.NYBTG.com 1 Room name Stairs Hall 2 Exposed wall O ft O ft 3 Room height 8.0 ft heat/cool so ft heat/cool 4 Room dimensions 3.5 x 93 ft 1 0 x 653 ft 5 Room area 324 ft2 65.3 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ftp Load number (Btuh/ft;'F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VI11 - 12F-Osw 0.065 n 3.66 678 0 0 0 0 0 0 V 0 0 t- -v 4A4-2ow 0.470 n 26.46 13.03 0 0 0 0 0 0 0 0 4A4-2awd ___0.470 _ n 26.46 1303_ _ 0 0 0 _ _ 0 0 _ _ __ 0 __ _ 0 0 �j 12F-Osw 0 065 e 3-6-6 0.78 0 0 0 0 0 0 6 0 11 _�G 4A4-2ow 0 470 a 26.46 46.75 0 0 _0 0 0 0 0 0 12F-Osw 0.065 s 3.66 0.78 0 0 0 0 0 0 0 0 4A4-2ow 0 470 s 26.46 2327 0 0 0 0 0 0 0 0 11J0 0.600 s 3378 _ 13.92 0 0 0 0 0 _ 0 0 0 W ifF-0sw 0.065 w 366 078 0 0 0 0 6 0 _ 0 0 C_, _ 1613 44ad __ ,_ 0 022 - 1.24 1.03 32 32 40 33 _ 65 65 _ 81 67 F 19A-19bswp . _ 0 049 - 216 0.36 32 32 70 12 65 65 _ 141 23 6 c)AED excursion -1 -1 Envelope loss/gain 110 44 222 89 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal Vines 6 to 13) 1110 44 222 89 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 110 44 222 89 15 Duct loads 8% 2% 9 1 8% 2% 18 2 Total room load 119 45 240 91 Air required(cfm) 5 2 11 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F�tsolFt- 2018-Mar-05 15 59 05 Right-Suite@ Universal 2018 18 0 04 RSU25790 Page 3 P\NYBTG WORKFLOW\2295 Ruth Rd\2295_ruth_rd rup Calc=MJ8 Front Door faces NE NEN' Right-JO Worksheet Job: 1763 Y00.K BUILDING Entire House Date: Feb 28,2018 ° By: Tom Baccarella New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tam@nybtg corn Web.www NYBTG.com 1 Room name Bed 3 Bed 2 2 Exposed wall 90 ft 23 5 ft 3 Room height 80 ft heat/cool 80 ft heat/cool 4 Room dimensions 90 x 140 ft 93 x 143 ft 5 Room area 126.0 ft2 131.8 ft2 Ty Construction U-value Or HTM Area (W) Load Area (ft5 Load number (Btuh/ft'°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw 0.065 n 3.66 0.78 0 0 d 0" 0 0 b 0 �G 4A4-2ow 0.470 n 26.46 1303 0 0 0 0 0 0 0 0 �--(3 _4A4-2owd _ _ 0.470 _ n 26.46 13.03 10 _0 0 _ 0- 0 -0-- _ _ 0 _ 0 W 12F-Osw 0.065 a 3.66 078 0 0 0 0 0 0 0 0 11 W. 4A4-2ow 0 470 a 26.46 46 750 0 0 0 0 0 0 0 I�G -12F-bsw 0'065 s 366 078 72 51 186 40 74 53 193 41 p 4A4-2ow 0.470 s 26.46 23.27 21 0 563 495 21 0 563 495 11JO 0.600 s 3378 13.92 0 _0 0 0 0 00_ -0 W_ 12F-Osw 0 065 w _ 366 0.78_ 0 0 0 0 _ 114 _ 114 _ _ 417 _ 89 C_ 16B -44ad__ _ 0022 - 124 1.03 126- _. 126 156 � 129 132 132 _ _163 135 F- 19A-19bswp 0 049 - 216 036 126 126 272 45 132 132 285 47 - -- - - - - - - - - -- -- - 6 c)AED excursion 118 116 Envelope loss/gain 1177 827 1621 924 12 a) Infiltration 191 10 498 26 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 1050 1050 Subtotal(fines 6 to 13) 1368 1887 2119 2000 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1368 1687 2119 2000 15 Duct loads 80/0 2% 108 37 8% 2% 167 40 Total room load 1476 1924 2286 2040 Air required(cfm) 68 95 105 101 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrogF�tsott� 2018-Mar-05 15 59 05 ACOA Right-Suite®Universal 2018 18 0 04 RSU25790 Page 4 P\NYBTG WORKFLOW\2295 Ruth Rd\2295_ruth_rd rup Calc=MJ8 Front Door faces NE NEN' Right-JO Worksheet Job: 1763 YOPK B UII;DIN� Date: Feb 28,2018 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone*631-495-0269 Email Tom@nybtg com Web www NYBTG com 1 Room name Bath 1 Master Bed 2 Exposed wall 5.5 ft 29.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 55 x 105 ft 10 x 202.1 ft 5 Room area 578 ft2 2021 ft= Ty Construction U-value Or HTM Area (ftp Load Area (W) Load number (Btuh/ft'-°F) (Btuh/ft� or penmeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 UiV 12F-Osw 0 065 n 366 078 0 0 0 0 126 86 314 67 4A4-2ow 0.470 n 26.46 13.03 0 0 0 0 0 0 0 0 4A4-2owd 0.470 n 26.46 13.03 _ 0 _0 0 0 40 0 _1064 _ _5.24 12F-Osw 0.065 a 3.66 0.78 0 0 0 0 0 0 0 0 11 4A4-2ow 0 470 a 26 46 46.75 0_ 0 0 0 0 0 -0 0 12F-Osw 0.065 s 366 0.78 44 44 161 34 0 0 0 0 4A4-2ow 0.470 s 2646 23 27 0 0 0 0 0 0 0 0 11,10 0.600 s 33.78 _ 13.92 0 0 0 0 0 0 0 0 W 12F-Osw _ 0.065_ w 3.66 0 78_ 0 0 0 _ 0 110 110 403 86 C 1613-44ad 0.022 - 1.24 _ 1.03 58- _ 58 72 59 202 202 _ 250 208 F 19A-19bswp 0 049 216 0.36 58 58_ 125 21 202 _ 202 437 72 - - - - - - - - - - - - - - - - - - - - - - - - - - - 6 c)AED excursion -2 -36 Envelope loss/gain 357 112 2468 920 12 a) Infiltration 117 6 625 33 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 0 1400 Subtotal(lines 6 to 13) 474 119 3093 2353 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 00 0 0 3093 2353 14 Subtotal 474 119 15 Duct loads 8% 2% 37 2 8% 2D 244 47 Total room load 511 121 3337 2400 Air required(cfm) 23 6 153 119 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1*- wriMgtitsoTft� 2018-Mar-05 15 59 05 l� Right-Suite®Universal 2018 18 0.04 RSU25790 Page 5 P\NYBTG WORKFLOWt2295 Ruth Rd\2295_ruth_rd rup Calc=MJ8 Front Door faces NE YDRK - IBU I'.D�NG Right-J®Worksheet Job: 1763 NEIM1' Entire House Date: Feb 28,2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web:www NYBTG com 1 Room name Master Bath 2 Exposed wall 8.0 ft 3 Room height 80 ft heattcool 4 Room dimensions 80 x 10.3 ft 5 Room area 62.0 ft' Ty Construction U-value Or HTM Area (ftp Load Area Load number (Btuh/ft;°F) (Btuh/ft� or penmeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-Osw 0.065 n 3.66 678 64 55 200 43 1�1�G 4A4-2ow 0.470 n _ 26.46 13.03 9 0 245 120 r G 4A4-2owd 0 470 n 2646 13.03 0 0 0 - _ 0 -- - --- ----- - - - -- - -- - - - - ---- - ----- --- - -- ----- �j 12F-Osw 0 065 e 366 0.78 0 0 0 0 11 —G 4A4-2ow 0 470 a 2646 4.6 75 0 0 0 0 12F-Osw 0.065 s 3`66 0.78 0 0 0 0 4A4-26w 0 470 s 2646 2327 0 0 0 0 D 11J0 0.600 s 33.78 13.92 0 0 0 0 W 12F-Osw 0 065 w 3 166 _ 078 0 0 0 0 C _ 16B-44ad 0.022 - 124 1 03 _ 82 82 102 84 F- 19A-19bswp - 0.049 - 216 036 82 - 82 177 29 _ 6 c)AED excursion 4 Envelope loss/gain 724 272 12 a) Infiltration 170 9 b) Room ventilation 0 0 13 Intemal gains Occupants @ 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 894 281 Less extemal load 0 0 Less transfer 0 0 Redistnbution 0 0 14 Subtotal 894 281 15 Duct loads 8% 2% 71 6 Total room load 964 287 Air required(cfm) 44 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF�tsolft" �� Right-Swte® 2018-Mar-0515.59.05 Universal 2018 18.0.04 RSU25790 Page 6 P•\NYBTG WORKFLOW\2295 Ruth Rd\2295_ruth_rd rup Calc=MJB Front Door faces NE DO NOT PROCEED WITH FRA� 1P�; UNTIL SURVEY., OF FOUNDATION LOCATION; APPROVED AS NOTED HAS aEEN_ApPRQVED; DATE. a3 0p� B.P:# (o FEE: ' BY: PL UMRFR %1-F,7 T hT/(,4"ION - 'NOTIFY BUILDING DEPAR AT ON LEAD C; )N--ENT BEFORE 765-1802 SAM TO 4 PM FOR THE CERTIFICATE OF OCCUPANCY FOLLOWING INSPECTIONS: SOLDER USED IN WA 1. FOUNDATION - TWO REQUIRED TER FOR POURED CONCRETE SUPPLY SYSTEM CANNOT, _ 2. ROUGH - FRAMING & PLUMBING EXCEED 2/10 OF I%LEAD. 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW _ i YORK STATE. NOT RESPONSIBLE FOR PLUM11B,�I • ALL'PL'u;.R3iNG WASTE ' . DESIGN OR CONSTRUCTION ERRORS. � &WATER LINES WEED �W0,9EELBR CO1lEp�I,N ; COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTRICAL'_,, ' INSPECTION REQUIRED T Rp r TRUSS PLACARDING REQUIRED ,411 exterior lighting OCCUPANCY OR installed, replaced or repaired shall conform USE IS UNLAWFUL to Chapter 172 WITHOUT CERTIFICATE Of the Town Code OF OCCUPANCY - Blower door and ductwork testing required. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 766.1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. Must provide Manuals D,,J and S as per, NYS Energy, Code �b PFS Corpoafion d/b/a PtS`f CD (PFS*TEIC0 An Employee-Owned Cunipany ® ( , June 7,2018 AUG 1 3 2018 Richard Bird Muncy Homes rUjj, eD-TG DEPT- 1567 E -1567 PA Route 442 East � y., +:. . -, jt7 j-q 07,D Muncy,Pa 17756 Re: Muncy Homes,Muncy,PA NYSDOS Systems Approval No.M1387-2017-123 Submittal: #32469, Sinanis Residence at 2295 Ruth Road,Mattituck,NY in Suffolk County Dear Mr.Bird, Enclosed please find one (1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has reviewed the enclosed documents and found them to be within the approved systems documents on file with New York Department of State Codes Division and comply with the Uniform Fire Prevention and Building Code which incorporates the 2015 International Residential Code as modified by New York State, 2017 Uniform Code Supplement and 2015 National Electrical Code. To the best of our knowledge,these plans have been found to be within compliance with the State of New York Rules and Regulations, Department of State,Title 19 (NYCRR), Chapter XXXH Division of Code Enforcement and Administration,Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy for your records,review and approval. Should you have any question,please feel free to call this office at any time. � aed H arold Raup DN: i=HamidRaupSincerely, Harold ="STECD,oa, 'e�al hamldnup@pfste Raup zot>0.o7Rr�7 BEE Harold Raup `-BEE" Staff Plan Reviewer harold.rM@,pfsteco.com Northeast Regional Office Enc: As stated above. Cc: PFS—File copy Donald Thomas, Jr.,AIA(DOS) 5,79.784.8396*-2877 Sla tet wn Road-8loomsbn PA 17$15 T� TESTED NYS Permit Submittal Job #32469 MUNCY HOMES, INC. 05/23/18 DRM � Fh�.Pill V=? Builder: Customer: Tum Key Sinanis ame: 175- me-Site Address: 2295 Ruth Rd., Mattituck, NY 11952 Street,Town,State7lp Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 Muncy, PA 17756 Contact: Darryl Mincemoyer Engineering dmincemoyerO.)premier-builders.com NE NY Approval Number. M 1387-2017-123 y Expiration Date: Oct 20th, 2019 , ` lr tI-LCa . NYS Submittal Index: n # NY Design Specifications Structural Schedule t ATC Wind Speedo Area Site Map C NYS "Notice of Approval' letter for system approval REScheck Compliance Certificate 06/01/18 NYS "Truss ID Notice" Truss Manuf. Details Electrical Load Calc Door and Window Schedule Whole House Ventilation Supply Air Worksheet Braced Wall Analysis Floor Plan(s) Electrical Plan(s) Foundation Layout Elevations LVL Connection Detail Bldg. Cross Section Typical Plumbing Details Balance of system sheets that apply to this actual house The plans and specifications of the permit set are derived from and consistent with the plans and specification associated with the approval on file with the Dept. of State,which were approved on 10/20/2017 under system#M1387-2017-123 `WARNING: it is a violation of the NYS education law article 145 for any person, unless he is acting under the direction of a licensed professional engineer, to alter this item in any way. NY Design Specifications 1VBUl11CY HOMES. INC. 05/23/18 DRM W a R�411a».�f�r.Pk Vial! *B795*5M Home Ident. (Job No.): 32469 r�rwae.e�s�.ma Site Location: 2295 Ruth Rd., Mattituck, NY, 11952 Suffolk County Design Loads: Ground Snow Load: 35 GSL Floor LL: (Liv'g/Slp'g) 40/30# Seismic Category: B Floor DL: 10# Wind Speed Vult: 134 Exp C NYS Uniform Code!which incorporates by reference): • 2017 Uniform Code Supplement,publication date July 2017(2017 UCS), which replaces the 2016 Uniform Code Supplement(2016 UCS). • References the International Code Council publications(the 2015 IRC,2015 IBC,2015 IPC 2015 IMC, 2015 IFGC, 2015 IFC, 2015 IPMC, and 2015 IEBC), with specific code printings, appendices, and referenced standards as identified in the 2017 UCS. NYS Energy Code(which incorporates by reference): . 2016 Supplement to the New York State Energy Conservation Construction Code,publication date August 2016, revised August 2016 (2016 ECS).All references within the 2016 ECS to the 2016 UCS, shall be deemed to be amended to be a reference to the 2017 UCS. • References the 2015 International Energy Conservation Code(2015 IECC), as published by the International Code Council,with specific code printing, appendices, and referenced standards as identified in the 2016 ECS. • ASHREA 90.1-2013,printing as identified in the 2016 ECS. • Other referenced standards mentioned in 19 NYCRR Part 1240. NEC 2014 ASCE 7-2010 NFPA 13D 2015 NDS 2015 Energy Conservation Compliance Shall Be Through Chapter 11, Computer Software as Provided in Section N1102.1.5-RESCheck. RESCheck Calculations Shall Be Done for each unit and shall be provided to the Authority having Jurisdictions Climate Zone: 4 Occupancy Classification: 1 Family Detached of ME Construction Type Classification: VB SILLI�f Foundation Type: Basement Located in Flood Zone: No Lot Line Fire Separation: No, Wall/Projections>5'from lot line Finished Floor Above Grade: <61 �; ' f Vl Stories Above Grade: 1 !� dB25ID Spriniker System Required: No Index of Addtl.Specific Dwgs: Floor Plan Foundation Truss Detail(s) 06/01/18 Electrical Plan (4)Elevations The plans and specifications of the permit set are derived from and consistent with the plans and specification associated with the approval on file with the Dept of State, which were approved on 10/20/2017 under system#M1387-2017-123. "WARNING: it is a violation of the NYS education law article 145 for any person, unless he is acting under the direction of a licensed professional engineer, to alter this item in any way. ti i Mono-Truss:Flat:2-Modules-Wide Section Contents Pages 13.1 One-Story(continued) 13.1.3 7/12 Roof Pitch 13.1.3.1 35 PSF Ground Snow Load 13.1.3.1.1 20 ft Wide 13.1.3.1.1.1 thru 12 13.1.3.1.2 22 ft Wide Reserved 13.1.3.1.3 24 ft Wide 13.1.3.1.3.1 thru 12 13.1:3.1.4 26 ft Wide 13.1.3.1.4.1 thru 12 13.1.3.1.5 28 ft Wide 13.1.3.1.5.1 thru 12 13.1.3.1.6 31 ft Wide 13.1.3.1.6.1 thru 12 13.1.3.1.7 31 ft Wide-Low HH 13.1.3.1.7.1 thru 12 13.1.3.2 50 PSF Ground Snow Load 13.1.3.2.1 20 ft Wide 13.1.3.2.1.1 thru 12 13.1.3.2.2 22 ft Wide Reserved 13.1.3.2.3 24 ft Wide 13.1.3.2.3.1 thru 12 13.1.3.2.4 26 ft Wide 13.1.3.2.4.1 thru 12 13.1.3.2.5 28 ft Wide 13.1.3.2.5.1 thru 12 13.1.3.2.6 31 ft Wide 13.1.3.2.6.1 thru 12 13.1.3.2.7 31 ft Wide-Low HH 13.1.3.2.7.1 thru 12 13.1.3.3 60 PSF Ground Snow Load 13.1.3.3.1 20 ft Wide 13.1.3.3.1.1 thru 12 13.1.3.3.2 22 ft Wide Reserved 13.1.3.3.3 24 ft Wide 13.1.3.3.3.1 thru 12 13.1.3.3.4 26 ft Wide 13.1.3.3.4.1 thru 12 13.1.3.3.5 28 ft Wide 13.1.3.3.5.1 thru 12 13.1.3.3.6 31 ft Wide 13.1.3.3.6.1 thru 12 13.1.3.3.7 31 ft Wide-Low HH 13.1.3.3.7.1 thru 12 13.1.3.4 90 PSF Ground Snow Load 13.1.3.4.1 20 ft Wide 13.1.3.4.1.1 thru 12 13.1.3.4.2 22 ft Wide Reserved 13.1.3.4.3 24 ft Wide 13.1.3.4.3.1 thru 12 13.1.3.4.4 26 ft Wide 13.1.3.4.4.1 thru 12 13.1.3.4.5 28 ft Wide 13.1.3.4.5.1 thru 12 13.1.3.4.6 31 ft Wide 13.1.3.4.6.1 thru 12 13.1.3.4.7 31 ft Wide-Low HH 13.1.3.4.7.1 thru 12 W Pg. 13.c 03/07/2016 w Mono-Truss:Cathedral :2-Modules-Wide Section Contents Pages 15.1 One-Story(continued) 15.1.3 7/12 Roof Pitch 15.1.3.1 35 PSF Ground Snow Load 15.1.3.1.1 20 ft Wide 15.1.3.1.1.1 thru 12 15.1.3.1.2 22 ft Wide Reserved 15.1.3.1.3 24 ft Wide 15.1.3.1.3.1 thru 12 15.1.3.1.4 26 ft Wide 15.1.3.1.4.1 thru 12 15.1.3.1.5 28 ft Wide 15.1.3.1.5.1 thru 12 15.1.3.1.6 31 ft Wide Reserved 15.1.3.2 50 PSF Ground Snow Load 15.1.3.2.1 20 ft Wide 15.1.3.2.1.1 thru 12 15.1.3.2.2 22 ft Wide Reserved 15.1.3.2.3 24 ft Wide 15.1.3.2.3.1 thru 12 15.1.3.2.4 26 ft Wide 15.1.3.2.4.1 thru 12 15.1.3.2.5 28 ft Wide 15.1.3.2.5.1 thru 12 15.1.3.2.6 31 ft Wide Reserved 15.1.3.3 60 PSF Ground Snow Load 15.1.3.3.1 20 ft Wide 15.1.3.3.1.1 thru 12 15.1.3.3.2 22 ft Wide Reserved 15.1.3.3.3 24 ft Wide 15.1.3.3.3.1 thru 12 15.1.3.3.4 26 ft Wide 15.1.3.3.4.1 thru 12 15.1.3.3.5 28 ft Wide 15.1.3.3.5.1 thru 12 15.1.3.3.6 31 ft Wide Reserved 15.1.3.4 90 PSF Ground Snow Load 15.1.3.4.1 20 ft Wide 15.1.3.4.1.1 thru 12 15.1.3.4.2 22 ft Wide Reserved 15.1.3.4.3 24 ft Wide _. 15.1.3.4.3.1 thru 12 15.1.3.4.4 26 ft Wide 15.1.3.4.4.1 thru 12 15.1.3.4.5 28 ft Wide 15.1.3.4.5.1 thru 12 15.1.3.4.6 31 ft Wide Reserved N� Pg. 15.c 03/07/2016 Structural Schedule for a 1-Story Dwelling: Job#: "Systems" ^a� Ground Snow Load f- •.;' 2 Basic Wind Speed Vasa g Exp Ultimate Wind Speed Vuer r.rc OV° Eq.Exp"D"Wind Speed VOLT ' W1=479 pif r W2=392 calf 6.15 g1VTW. " Mean Roof Heightir 21 „ r_ 3 Wall Zone Roo Pitch g, ' Truss Type n ;kVloa .,_ .,r.. . Kneewall Dim. _ y a '►a ate.=.° `-{ W3=979 If W4=782 If fid, ��•. P P Roof Design' = ar == Loading Section-"Loads per Moduie” Max.Module Width ,= House Width(nom) Wall Height-1st Floor r f Typical Loads: 1st Fir.LL= 40 psf Ext Wall DL= 50 pif 1st Fir.DL= 10 psf Mate Wall DL= 40 pif (per mod.) Loading Section Formulas: W1=Truss Reaction+OH(as applicable)converted to PLF=479 plf. Reference page#2.2.6 within the Calculation Manual for loading origin. W2=Truss Reaction converted to PLF=392 plf. Reference page#2.2.6 within the Calculation Manual for loading origin. W3=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+WS+Ext Wail DL [(0.5 x 14)x(40+10)]+479+50=879 pif W4=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W2+Marr Wall DL Loading Section LL and DL Summary(pID- [(0.5 x 14)x(40+10)]+392+40=782 plf TL LL DL Wi6= 479 360 119 No-Transfer Load(NTL)Loading Section Formulas: W26= 392 294 98 W3 NTL W3=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Ext Wall DL W3= 879 640 239 [(0.5 x 14)x(40+10)]+50=400 plf W4= 782 574 208 W4 NTL W2=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Marr Wall DL W3 NTL W3= 400 280 120 [(0.5 x 14)x(40+10)]+40=390 pif W4 NTL W2= 390 280 110 Footnotes Applicable to All Paces Within this Section: 1) All LVL is 1.5"wide,2.0E. LVL may be as shown or better. 2) Ext Stud Columns reference page 6.2.1.1.e of the Calc Manual.The total number of studs is reflectant of one full stud with the remaining under the header. 3) Int. Stud Columns reference page 6.4.1.a of Calc Manual. Columns shown are braced. If unbraced,see page 6.4.1.b of talc manual-choose appropriate column for reaction given. 4) Reference page 6.1.1.a of Calc Manual for Exterior Studs and page 6,3.1.a of Calc Manual for Interior Studs. 5) Reference Section#4 of Calc Manual for Headers,Beams and Girders. 6) For the purpose of determining truss LL&DL for WS and W2,LL taken at 75%of TL,DL at 25%of TL. 7) Zone 5 Stud and Stud Column values used as"worst case condition"values in charts below. See plc manual or alternate load section for Zone 4 values if necessary. 8) Referenced Standards:ASCE 7-02,05&10 and NDS O5,12&15. 9) Most common loading condition shown above. Load sections based on specific conditions may be generated referencing calculations in approved manual. Stud Requirements:° First Floor: 8'Wall Height 12"o.c. 16"o.c. 24"o.c- 2x4 SPF#1/#2 OK OK NG Sidewall 2x6 SPF Stud OK OK OK 2x6 SPF#1/#2 OK OK OK 2x3 SPF#1/#2 OK OK OK Matewall 2x4SPF#1/#2 OK OK OK 2x6 SPF Stud OK OK OK 8ft High matewall stud talc values may be used for9 ft high walls if solid wall blocking is installed at 8h of .f.. Sidewall Table Load=479 PLF Matewall Table Load=392 PLF 03/07/2016 13.1.3.1.5.7 1st Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,120/142(VAso/VuLT)Exp C,130(VuLT)Exp D Table"A"- Sidewall Headers and Girders(Wl): Table"B"- Sidewall Headers and Girders(Wi): First Floor I Reaction I Stud Columns 2,7 First Floor I Reaction I Stud Columns Ij No. Mem' I Sp cies max.span (lbs) Page# 2A SPF 2X6 SPF 2X6 SPF No. Mem' species M..Span (lbs) Page 2A SPF 2XI5 SPF 2x6 SPF 1 1 #1/#2 Stud #1/#2 1 #1/#2 Stud #1/#2 1 (1)2A SPF#2 s Z 2 1 (1)3.5" 2 DE,LA �iI,461'13!,AWji 970 4-3.a 2 Z.', IS- 7. 2 (1)2x6 SPF#2 S) 2 (1)5.5" 2.OE,LVL 43is .,2" 2� 2-1,49�: 3 (1)2xg SPF#2 s) 3 (1)7.25" 2.OE,LVL J `4:�za,­ 4 (1)9.25" 2.01E,LA 4 (1)2x1O SPF#2 s) 63 "41 _,, ,i; J, I., I - : 2.OE, 'n :1-- 5 (1)2x12 SPF#2 s) 5 (1)11.25 .3, LVL -`�4AA 6 (1)2A SPF#1/#2 6 (1)12" 2 OE LA =7' 'Y f 6� 7 (1)2x6 SPF#1/#2 7 (1)14" 2.OE:LA 1',:4,,. Nrl, 8 (1)16" OE,LVL XS3� ,L kl-iihi/a� 4, 8 (1)2x8 SPF#1/#2 2 9 (1)2x1O SPF#1/#2 9 (1)18-, 2 OE,LVL Q. W, 10 (1)2x12 SPF#1/#2 i. Z.`1h,, 10 (1)20 2.OE,LA 11 (2)2x4 SPFN 2 s) 11. (1)22'.. 2.OE,LA '61 nj 12 (2)2x6 SPFN 2 v 2�.. r 12 (2)IS" 2.OE,LA 59-1(4�q t 4Z.aI' 3 2!.,- IS49 13 (2)2xg SPF#2 *r r , � Z',' " 1536, Alam 13 (2)5.5 2.OE,LA ;,�ft � i- —, -" N v;- V% s 14 (2)7.25" 2.012,LA .A 14 (2)2x1O SPF#2 2, M is (2)W2 SPF#2 S) A10 T 15 (2)9.25" 2.OE,LA 16 (2)2x4 SPF#1/#2 4Z.0 2.01E,LA Mz 16 (2)11.25 4, 17 3, 72' (2)2x6 SPF#1)'#2 f�fiiAi(t4- ,iii& 17 (2)12" 2 OE,LVL I.T 3 2, 2kx �(iqtqr) Saw," 4�34 18 (2)2x8 SPF#1/#2 7R7,,(fi'-S`!), IS 18 (2)14" 2 OE,LVL 19 (2)2XIO SPF#lj'#2 i�168, 4aa,: Q 2 OE,LA 19 (2)16 20 (2)2x12 SPF#1/#2 a 20 (2)IS" 2.OE,LVL A 21 (3)2x4 SPF#2(s) -4:1& 21 (2)20" 2 OE,LA -,777-7-, 22 (3)2x6 SPF#2(s) i,%i-'?!S!,!!(6�3,,,), 22. (2)22" ZOE,LA q4. 23 (3)2x8 SPF#2(s) -4Za, 111';nj �2�,Otjai 23 (3)3.5" 2 OE,LA 142-3�. (3)2x2O SPFff 2(s) 43 h 24 (3)5.5" OE,LA ,,4-ia",", - nj 24 1/4"i,Alk 11 2 2. 'n a' 25 (3)2x12 SPF#2(s) 25 (3)7.2S" OE,LA 26 (3)Zx4 SPF#1/#2 1M, 7 Ill" 26 (3)9.2S" 2.OE,LA �A- iw 27 (3)2x6 SPF#1/'#2 27 (3)11.25" 2.OE,LA '217",JIVV��T K463U 28 (3)2x8 SPF#I/#2 �11 AMs 2B (3)12" 10E,LA 14944- 3' ...1 , —*:�;51 V, (3)2x1O SPF#1/ �Y #2 in 29 (3)14" 2.01E,LV -3; 29 a 4.' L 279-,�j P;�V 4 n 30 (3)16" 2.0E,LA 1301 (3)2X12 SPF#1/#2 1 V q A LL=240,TL 180,CD 1.15 Wall Haight=8 ft Table Load 500 PLF 31 (3)18" 2.OE,LA V.128., 74 6 9 ­C1�',1P'En,(., �fi/al IV 32 (3)20" 2 OE LVL Z. vi, - 1331 (3)22" 2.OE:LA 917m A.Ia.,, ?n 4� A z A=LL=240,TL 180,CD=1.15 Wall Height=8 ft Table Load=500 PLF Table"C"-Matewall Headers and Girders(WZ): "Per Module" Table"D"-Matewall Headers and Girders(W2): "Per Module" First Floor I Reaction Stud Columns' First Floor React an Stud Columns No. mem' Species Max.Span Obs) Page# 2x3,1PF 2ASPF 2x6,1PF No. Mem' Species Max.Span (lbs) Page# 2XI SPF a4SPF 2Y6 SPF #1/92 #1/#2 #1/#2 #1/#2 #1/#2 #1/#2 nil -,I 3� 1 (1)2x4 SPF#2(s '�!52.4,4. - A� 1 (1)3.5-j 2.012,LA �5V�J*Ar%-� 2 (1)5.5" 2 (1)2x6 SPF#2 2.OE,LA 3 SPF#2(s iIS!7�" 92 1 3 (1)7.25" 2.OE,LA (1)US 7 47" N US7 z Z, 4 (1)9.25" 2.OE,LA 4 (1)2x1O SPF#2(s 2, b` 5 (1)2x12 SPF#2(s 7 LA 5 (1)11.25" 2.OE, .3, 9, 6 (1)2x4 SPF#1/#2 6 (1)12 2.OE,LA 7 (1)14" .31,99; 4.3 7 (1)2x6 SPF#1/#2 2 OE,LVL z. 8 (1)2xg SPF#1/#2 8 (1)16'- 2 OE,LA `2 9 (1)18'- t 4, 9 (1)2x1O SPF#1/112 2.OE,LVL 10 (1)2x12 SPF#I/#2 4 10 (1)20' 2.0E,LVL 4,1 7, 'A 11 (2)2x4 SPF# ':44,';(3 -74Y,* 1 11, (1)22" 2.01E,LA 489Q, s �-g 12 (2)2x6 SPF#2 s !60,15 12 (2)3.5" 2.01E,LVL 13 (2)2x8 SPFW 2 s ,'--4. 13 (2)5.5" 2.0E, —w A"! 14 (2)2x1O SPF#2 S 14 (2)7,2511 2.DE,LA *0, 15 SPF#2 s r (2)2x12 15 (2)9.25 2.OE,LVL 16 (2)2x4 SPF#1/#2 788].- -43�al n zv� A 16 (2)11.25" 2.OE,LA �n;� 17 92 (2)2x6 SPF#1[, 17 (2)12" 2 OE,LA V2n-(UZ'r;2!-)1 37 .43, is (2)2x8 SPF#1/#2 i-,4j:i�- ��knya, -Tl "1 18 (2)14" 2.OE LA 19 (2)16" OE,LA (2)7x1O SPF#1/#2 I� �1:',- 19 . `�&OAF 2. 20 (2)2x12 SPF#1/#2 z��116!- `,Tl 20 (2)18" 2.DE,LA &�7-� 2 1 SPF# (3)2x4 s 21 (2)20" 2.OE,LVL A. 4y (2)22" 2.OE,LA 22 SPF# s) ... - . .1 1 4 3 (S3 (3)2x6 2 4,9,i 22 97. AMA� 23 (3)2xg SPF#2 s) 16,� �� -�:�.- 23 (3)3.5" 2.01E,LA 24 SPF#2 S) MG-L 'T, 2214Z,,-�,,4 24 (3)5.5' 2.OE,LA ::-1A4f!1j9t,.6!j`. b4 (3)2x1O .2, '4 s) iST- !-XPY�- 2567� 43�X 25 (3)7.25' 2.OE,LA 25 (3)2x22 SPF#2 �,i*2572.'�-4, 4,3�&,i6-�'414, L� 26 (3)9.25' 2.OE,LA -MR7';" 4-4L* '1' 26 (3)2x4 SPF#1/#2 G*iI ""A 1I 27 (3)2x6 SPF#1/112 27 (3)11.25" 2.012,LVL A14 28 (3)2x8 SPF#1/#2 A4.3;;�-i-' 28 (3)12" 2 OE 14T, 717111 LVL 2497"�(ZO', 3)14- 2, E,LA 24*�� 29 2.0 29 Q .11 Wt)'� (3)2x1O SPF#1/1 30 (3)16" wiT 41 30 (3)2x12 SPF#1/#2 'ms;, 2 OE,LA -- 114, A LL=240,TL 180,CD 1.15 Wall Height 8 ft Table Load 400 PLF 31 (3)18" 2 OE LA X�.$.,a 32 (3)20" 2.OE LA *3*4:,,' A66, nlao� I 133, (3)22" 2.10E,LA M4, �a ft.;1, A=LL=240,TL 180,CD=1.15 Wall Height 8 ft Table Load=400 PLF 03/07/2016 13.1.3.1.6.8 1st Fir.Fir.Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VASO/VOLT)Exp C,130(VuLT)Exp D Table"E"-First Fir.Fir.Girders(W4): "Per Module" Table"F"-First Fir.Fir.Girders(W4): "Per Module"-No Roof load First Floor Reaction Page# First Floor Reaction Page# (W4-w2) No. Mems Species' Max Span (lbs) No. Mems I SpeciesMax Span (lbs) 1 (1)2x8 SPF#2(s) ;,41'"(B+5"};" .337da "q:Z b' 1 (1)2x8 SPF#1/#2 .,57'{nk"' z (1)WO SPF#2(s) >;;;Sax(4s (.;.'-1673;. .. z 2 (1)2x10 SPF#1/#2 3 (1)2x12 SPF#2(s) .,bS" 3 (1)2x12 SPF#1/#2 51";(fl� ") F:39fi5•.':.;�l 1 a:.` 4 (1)2x8 SPF#1/#2 i'�g3 ($`7i ;' LSGr F x:+i Zfli.:' 4 (1)7.25" 2.OE,LVL 5 (1)2x10 SPF A'1/#2aX7T$' .-• Ir 5 (1)9.25" 2.13E,LVL y�5", xj" "x933rk>R�[d 6 (1)2x12 SPF#1/#2 ,;fi"(=�")... '2flbh'. "?•AsZ T; 6 (1)11.25" 2.OE,LVL 7 (1)7.25" 2.OE,LVL i70"4,T,10");`•*,.235 r:F';' 2 7 1 (1)14" 2.0E,LVL 8 (1)9.2S" 2.OE,LVL ;'89 (7=5",). z' OU$a:x''.Y 8 (2)2x8 SPF#1/#2 9 (1)11.25" ME,LVL 1fl9"?(��tt). `366"`':`;;".�Z b�. 9 (2)2X10 SPF#1/#2 ..*"($'2,,1, "JW 10 1 12" 2.OE,LVL ''4lfi�; $, 3907.,'>'" 10 (2)2x12 SPF#1/#2 =.>114r'' 6'<} 11 (1)14" 2.OE,LVL ;; �{1i'2�.:. :45Y(fsx'` NZ bY, 11 (2)7.25" 2.OE,LVL h.11 {9=T j y a<14 s rt 12 (1)16" ME,LVL ;.132"(32�'�"s' `b��19":;%c�:�31 12 (2)9.25" 2.OE,LVL T' s � ( ) ( =T•;.,i A6ga$Z31 ', 13 (2)11.25" 2.OE, 13 118" 2.OE,LVL 1,163"t ' ` : ' ?1 R v 14 (1)20" 2.OE,LVL .1g7 ( ) .z4.x -•>�.:; 15 f ,z: n 5295;,..,r`+l 2di=, 14 2 14" 2.0E,LVL 7•*' kx: 15 (1)22" ME,LVL 1s (3)zx8 SPF#1/#2 ;, n ;':(8=1fl")T•;:,1785..; a.413 ; 16 (2)2xg SPF#2(s) ."�7"(4'-9"j:,x''ti<L942 } '''•.4:2-11:^ 16 (3)2x10 SPF#1/#2 - 'F"y,'?#: r 17 (2)2x10 SPF#2(s) i70''(5 {h"J„ ;2373,p'..&'s2 h:;:? 17 (3)2x12 SPF#1/#2 "3�F5':(12• )>,"2552"„..Al i4l 18 (2)2x12 SPF#2(s) 18 (3)7.25" 2.OE,LVL 19 (2)2x8 SPF#1/ ;fiz';{51�`): 2E#63�' ?"„ 19 (3)9.25" 2.012,LVL - 69?(1T' 'rj% ':28$rY; ',kia' ; ... ..... ....:I: 20 (2)2x10 SPF#1/#2 `:V7�(6U3f)<'.•.r. 0, `:i 2)3 20 (3)11.25" ZOE,LVL ?n2Q5'`(37`S) 21 (2)2x12 SPF#1/#2 ; '87!"(7� "j., 292 Y (3)14" 2.0E,LVL 256° 22 (2)7.25" 2.OE,LVL90<'7=fji "3034::1'• a4 25.8<>;9 A=LL=360,TL=240,CD=1.0 Table Load=400 PLF 23 (2)9.25" 2.012,LVL 5'4o 41' •.:3$ "; ''=i;7li,K, .<'x'ix. .. �T I; 24 (2)11.25" z.DE,LVL 25 (2)12" 2.OE,LVL iY1#9"Y ti astlgT";; b' 26 (2)14" 2.0E,LVL y7 Z4u(14; „5887 27 (2)16" 2.OE,LVL4^x161)3.49$ :, ' 28 (2)18" 2.OE,LVL 42, 29 (2)20" 2.0E,LVL249:`UQ',;9q°i°X8452;' VL�, 30 (2)22" ME,LVL 31 (3)2x8 SPF#2(s) .M3k,6::;ZI;i+h 32 (3)WO SPF#2(s) r 33 (3)2x12 SPF#2(s) "'1Qm8''°1S iy: 34 (3)2xg SPF#1/#2 35 3 2x10 SPF#1#2r 36 (3)2x12 SPF#1/#2 r 3$481 AMYi 37 (3)7.25" ME,LVL SOY}" :��507�; ik 38 (3)9.25" 2.OE,LVL ` 14! F+l"• ; 39 (3)11.25" 2.011,LVL IAO,' s;Z5;i wt 5?I•ll A�21'` �. ....._ „x. 40 (3)12" 2.OE,LVL 142if�tl�k�l'.j�::..5$4 „4 £S: 41 (3)14" 2.OE,LVL 42 3 16" 2.13E,LVL 43 (3)18" ME,LVL ^Zi*Si5i,(7X� ti .. c.n: 44 (3)20" 2.OE,LVL `2,"&7`',�(23J^�„z; x;;9826;'•• ;+};2~ii 45 (3)22" ME,LVL A=LL=360,TL=240,CD=1.15 Table Load=800 PLF 03/07/2016 13.1.3.1.5.9 Structural Schedule for a 1-Story Dwelling: Job#: "Systems" Ground Snow Load :<` s - � Y , Basic Wind Speed VAsa� ;'Y +•_ Exp. .. Ultimate Wind Speed VOLT<' '- 422m�' Eq.Exp"D"Wind Speed V ULT w x hx3s x r =;q F Wi=482 pif W2=357 pif Mean Roof Height Wall Zone : '. y Roof Pitch .' = Truss Type Kneewall Dim. ~ W-. W3=882 plf W4=747 pif Roof Design Loading Section-"Loads per Module" Max.Module Width ;- Y House Width(nom) . , Wall Height-Ist Floor Typical Loads: 1st Fir.LL= 40 psf Ext Wall DL= 50 pif 1st Fir.DL= 10 psf Mate Wall DL= 40 pif (per mod.) Loading Section Formulas: W1=Truss Reaction+OH(as applicable)converted to PLF=482 pif. Reference page#2.2.6 within the Calculation Manual for loading origin. W2=Truss Reaction converted to PLF=357 plf. Reference page#2.2.6 within the Calculation Manual for loading origin. W3=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W1+Ext Wall DL [(0.5 x 14)x(40+10)]+482+50=882 pif W4=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W2+Marr Wail DL Loading Section LL and DL Summary(plfl: [(0.5 x 14)x(40+10)]+357+40=747 plf TL LL DL W16= 482 362 120 No-Transfer Load(NTLI Loading Section Formulas: W26= 357 268 89 W3 NTL W1=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Ext Wall DL W3= !$82 642 240 [(0.5 x 14)x(40+10)]+50=400 pif W4= 747 548 199 W4 NTL W2=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Marr Wall DL W3 NTL W3= 400 280 120 [(0.5 x 14)x(40+10)]+40=390 pif W4 NTL W2= 390 280 110 Footnotes Applicable to All Pages Within this Section: 1) All LVL is 1.5"wide,2.0E. LVL may be as shown or better. 2) Ext Stud Columns reference page 6.2.1.1.e of the Calc Manual.The total number of studs is reflectant of one full stud with the remaining under the header. 3) Int. Stud Columns reference page 6.4.1.a of Calc Manual. Columns shown are braced. If unbraced,see page 6.4.1.b of calc manual-choose appropriate column for reaction given. 4) Reference page 6.1.1.a of Calc Manual for Exterior Studs and page 6.3.1.a of Calc Manual for Interior Studs. 5) Reference Section#4 of Calc Manual for Headers,Beams and Girders. 6) For the purpose of determining truss LL&DL for W1 and W2,LL taken at 75%of TL,DL at 25%of TL 7) Zone 5 Stud and Stud Column values used as"worst case condition"values in charts below. See calc manual or alternate load section for Zone 4 values If necessary. 8) Referenced Standards: ASCE 7-02,05&10 and NDS 05,12&15. 9) Most common loading condition shown above. Load sections based on specific conditions may be generated referencing calculations in approved manual. Stud Requirements:° First Floor: 8'Wall Height 12"o.c. 16"o.c. 24"o.c. 2x4 SPF#1/#2 OK OK NG Sidewall 2x6 SPF Stud OK OK OK 2x6 SPF#1/#2 OK OK OK 2x3 SPF#1/#2 OK OK OK Matewall 2x4 SPF#1/#2 OK OK OK 2x6 SPF Stud OK OK OK 8ft High matewall stud calc values may be used for9 ft high walls if solid wall blocking is installed at 8R a ff Sldewail Table Load=482 PLF Matewail Table Load=357 PLF 03/07/2016 15.1.3.1.5.7 1st Fir.Headers&Girders-28'-Wide,7/12-Pitch,standard Mono-Cathedral-Truss,35 Pg,110/142(VAsD/VuLT)Exp C,130(VOLT)Exp D Table"A"- Sidewall Headers and Girders(Wl): Table"B"- Sidewall Headers and Girders(W1): First Floor Stud Columns'' First Floor Stud Columns x' Reaction Reaction s Page# 2x4 SPF 2x6 SPF 2x6 SPF s 1 Page, 2x4 SPI 2x6 SPF 2x6 SPF No. Mem Species Max Span (lbs) #i/#z stud #1/#2 No. Mem Species Max Span (Ibs) #1/#z stud #i/S 1 (1)2x4 SPF#2(s) 27'"(2: )".i;Y�584: ;•4 3 a 2;' 2 1 1 (1)3.5" 2.0E,LVL 43:a: ,2 2- 2 (1)2x6 SPF#2(s) 40":,{3t=4";), "o$SS ` ::4 3 a<` Z;:%z k,2" ;2 2 (1)5.5" 2.0E,LVL 7P'(S 31};' <i l9I Fui3 ai' "° 33-'<'':3Z r x?Z,` " „; 3 (1)2x8 SPF#2(s) 51�!;t4 3")" 11054- ;.'4;.�3� k=" 3• 2Y ,,,2°. 3 (1)725" 2.011,LVL •g2?' 7=8y�. . .1932': �F:3 3 3:X 4 (1)2X10 SPF#2(5) 1.,63"{513`):;% '1326, AIW-' ,>.3`F; ' 2' `"'':2' 4 (1)9.25" 2.0E,LVL "13 t''{9'=7 42425"; 43:a; s (1)2x12 SPF#2(s) : 3-,{6 3) 7539... '"%:;4:3 a '`3 7'„ < ;2' s (1)11.75^ 2.OE,LVL x] kyx. 6 (1)2x4 SPF#1/#2 :429 (2r5")::^: ;fi12.; q San Z%,:'; "s ;,;„ 2.:: 6 (1)12" 2.OE,LVL r "(1 =3')° ';3p9:v Y4.al.a 7 (1)2x6 SPF#1/#2 4 t(3'. "). 91x �fi3a :Z ,x r2 Y: "2 7 (1)14" ME,LVL ryJ69":(lq`.x)'x•'3573 4,3:a: '<n�• 4�x S (1)2x8 SPF#1/#2 :35":(4e7`)'" :1 Say rt x.;gi r.,'T'a Z'° 8 (1)16" 2.OE,LVL 392=';(1Ti O',) :4fl4T. ;4^.3�= 9 (1)2x10 SPF#1/#2 fi7"{5=7�) w :1408n;< +94:3:a, 8`<,w 2„=.” ;2' , 9 (1)18" 2.OE,LVL Z4 (17-10;)" `CS20: 4:3:a• ma 10 (1)2x12 SPF#1/#2 . 7e, :193fi; `'4:3a,v'.•„z`°3.:"t.x%2:.:<.,%2�6 10 (1)20" 2.011,LVL 11 (2)2x4 SPF#2(s) 39”(3`3`)x" ;8it8 n:: 3 a;n.>...g;�>t; "2?s..:,M2:; 11 (1)22" 2.011,LVL `258 (23 6�!);<'•5457'" SiaJ ,; .<�fe,;f,,' ,. t 12 (2)2x6 SPF#20) 12 (2)3.5" 2.0E,LVL 'S9"(4L3flr;};> :x1236;<. .'!23, ;3',:, "2 Z: 13 (2)2XS SPF#2(s) 73 {6 1"1..,, 21536•an<4a;a, '". 2 a Z 13 (2)5.5" 2.OE,LVL H'!,. i" „ 'ii !1•'.a'"x`�.. 5•.:i 14 (2)2x10 SPF#2(s) 89.(7;5")`x="'`879:=: '"#:3a•.„ rt y3 ';F,;,3.'n,'.?.2'y=" 14 (2)7.25" 2.011,LVL IW`l )s 2575' , -3,as.,'.. `�4;'. 15 (2)2x12 SPF#2(s) i?'Yt13".($'-7.}` ;218 ;°. :A.3 a :„c¢7', ..e”3;.;';�,;' 15 (2)9.25" 2.0E,LVL '25G (S3`Ay) "3296' 4 3 a A v 71%a` ;:a^3; 3" 16 (2)2x4 SPF#1/#2 42 3-6,'='f. 87$:r;ti"AMO. :..:'•2,:,r;`:;Z. 2 16 2 11.25" 2.OE,LVL X89";2S ")`,<e 40108',x .,4H3:a , r a w;4Yx:.. Y,, ''t ' ') x ( 1 t. /6. 17 2 2x6 SPF#1/#2 . 61; 2`.!z 288..E '•ll 3 a; ' <.3:: 2''.N y x 17 2 12" 2.OE,LVL ZD2 S=?A` 4279: 4 3 a n.a Y"4- 3, ..�A,,.. ..,g. 18 (2)2x8 SPF#1/#2 .;77'(6 s",) 133$' 4i3:a:`., 1 '`r'2xa:, >',2 's 18 (2)14" 2.011,LVL %:2 ":(19` ' mubD - S a;: 19 (2)2x10 SPF#1/#2 %:94"! =34!), 1998, .411 a,, ?r 3' ;.3:,.,':2 '< 19 (2)16" ZOE,LVL ­269",12Z�:�`}i t 5722 :.;'4 3:a :,.. .. 4` ,,.:2 20 (2)18" ME,LVL 'F301"?(25',1") _6431?``' .4 9,a.." -ri/a3," 20 (2)2x12 SPF#1/#2 IUB"i(B' ')f'.-2329`_, 3 ,c 4 21 (3)2x4 SPF#2(s) ;':51..4`-Xj,, ;1088' 4.34 b/a aJar;'y" 2�: 21 (2)20" 2.OE,LVL `332^;(278"} 72U3:,::.�i�3a; .nja. n/�;'.' 22 (3)2x6 SPF#2(s) r;75"`(6'=3,",)v,`':'1593:"`r'. i4�.3 a-F a`:n a;.," 0 =`'N',''.'7'?. 22 (2)22' ME,LVL .:3£2";"(30''2' '.. .,�.; 23 (3)2x8 SPF#2(s) '.96:{8:0")s .202 43:a...k :n a' x'iffa;':.F2;.<ri 23 (3)3.5" ME,LVL (5.!7")<` .:1423", %43ja 24 (3)2x10 SPF#2(s) lI7"{9 °is'"Z472. .''`4"..S,W '.nra,;.:`<;.p7T'`;s:'.1. 24 (3)5.5" OE,LVL j.'" 25 (3)2x12 SPF#2(s) "135 t 3"):'>'.2874, it:3 at " n/a.<.,nak 2 .' 25 (3)7.25" 2.011,LVLD t7�4^$`) 2967 3 a'', -of F:iq�"s' F 26 (3)2x4 SPF#1/#2 56"(? 7"): :.1757 +1 31_ d�a' :nfa 2? ' 26 (3)9.25" 2.011,LVL 7g4(14'=]i3 .3795'F" 4:3,q ..' <n:4 `io-Y'.M&` ri tet' ( 1 v..:) T'. `4630; 43:a: a 2 27 (3)2x6 SPF#1/#2 x;8 ;(6' ) ,'5696=_:*"4 3 a ` '.n',a, n a.'* 27 3 11.25" 2.011,LVL ;2 " )^ Tr/x. `:q/ 28 (3)2x8 SPF#1/#2 :`.:'1014`?t8 54): a211{S?. '�13 '., !a .`nf? :,`. 1`. 28 (3)12" 2.OE,LVL X291'(7.9`,0 x,a5�a .,Y`a:a�r., K.nY�.,,f`nla:' :��x, 29 (3)2x10 SPF#1/#2 R'"(04y)k 263(Yx ` 4:3a,. .,.nfert:h; tr�ac" , `; 29 (3)14" 2.01E,LVL '27A"'{TZ6•j `s7$z 4�3ia .. 'n�a' .n3 3v': 30 (3)2x12 SPF#1/#2 "T4$'(13'-11"}...31053,:. ,3A3 a fife 3,: •nfap, a„2 30 (3)16” 2 OE,LVL 308"{T6 .`:'):";6623' r4.3:a,i` A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=500 PLF 31 (3)18" ME,LVL '346':(28`=2fl"); 7469 43� nfa• - nfa;. "'� 32 (3)20" 2.0E,LVL ??384"(31`.-U"). 832D,>•;.43:axf rs:(tj%a .,mfz: 33 (3)22" 2.011,LVL 422."(85'=Z");';"9575"- ,4 9 a r• :n/a' R`nfe:.' n�a A=LL=240,TL 180,CD=1.15 Wall Height=8ft Table Load=500PLF Table"C"-Matewall Headers and Girders(W2): "Per Module" Table"D"-Matewall Headers and Girders(W2): "Per Module" First Floor Reaction Stud Columns' First Floor Reaction Stud Columns 3 Page# 2x3 SPF 2x45PF 2x6 SPF Pag 3 Max. e# 2x3 SPF 2x4 SPF 2x6 SPF No. Mems Species Max Span (lbs) #1/#2 #1/#2 #x/#z No. Mems speciesspan (lbs) #11#2 #1/#2 #1/#2 1 (1)2x4 SPF#2(s) 3*.31:(V-V")t'' a24.`.+ ' 4;3a,;,- 1 3<•; i, 1 (1)3.5", 2.OE,LVL .,,SD,(4'-2'} x .835 4:3a,: .,til 2 :;' %1:• 1' tt,. ,5... 4 %"ah:: L` <:.`'nl`.f:"xi '✓Yi:'.Lri 2 (1)2x6 SPF#2(s) 45:(39<J'' 7&7" :-.. 3a' rY"''<.; #a, 2 (1)5.5" ME,LA ?5�.,(6 :a '„1322x:• "Q3:3:: Z ”"..^1:" ,•: . " 3 (1)2x8 SPF#2(s) kr. `(4''3)s 9�1... .r,kx. ., d:.:r:':1Fy 3 (1)7.25" 2.0E,LVL 903�t:�8r7}}F`'' 5719;:, 33 :.>.::. 4 7 (530 ". .,W ' Q:2 " , 7 2.OE,(1)2x12 SPF#2(s) = 3 5 (1)11.25" �. 6 (1)2x4 SPF#1/#2 :„< 3X'{ qS)`z ;ry3$£i A4.3:a: :l ts" .1'' 6 (1)12" 2.OE,LVL "16"'(73K8n) 2 ;,: 3 3' 7 (1)2x6 SPF#1/#2 ,1 z,' Y' 1.. 7 (1)14" 2.0E,LVL 4:34• 8 (1)2x8 SPF#1/#2 i,a63"l5'S ta' ;;.MU,';,, 4 3 :`t:A 2 .",.`1 r 1,,. 8 (1)16'- ME,LVL ':214.ggw:�?aq,; .36252', .AJ.a,, 9 (1)2X10 SPF#1/#z X75`:(6'=9•' 1160.x''' ,4 3 ar:,.;'$ 3;': ...3:`, 9 (I)IS.' 2.OE,LVL 10 (1)2x12 SPF#1/#2 , 1 (7:3L)„:�%x14642 ','4:3:3:,.,•;';2 ;`.=' j%F a= 10 (1)20” 2.OE,LVL 2fi3t(2L'Y'17") ;4470 ;"`+i^ 3.a, ,e ;;4. E .•2`,,, 11 (2)2x4 SPF#2(s) ,,,t3 8i) :'`7;F ,,,.,, .4z3a;:s,.:R/ °,. :: :, _ys,1^:. 11 (1)22" 2.011,LVL '288`"` 12 (2)2x6 SPF#2(s) `;6Q%:.(5:4y)° 1fl8 .R:3a n"f,2 :.; '4 1 t 12 (2)3.5" 2.OE,LVL 13 (2)2x8 SPF#2(s) '• 8I'.5� .) °:: '.; .?tlTab-1"vvhr" "V L R 13 (2)5.5" 2.OE,LVL ,.:.].10&'1(8'-4'T; '16852V'" '443:as. 14 (2)2x10 SPF#2(s) "%99";(8" ")^?,: 1683s ' F:3 a TFfa< r1 V x"1'` 14 (2)7.2S" 2.011,LVL x:132.{ `-O,t) : '2225 4 3;a z nJa:Y 1 1 15 (2)2x12 SPF#2(5) =,:115'(9'7� §'19$7 •r%W&w .`.A a<:;;;I'<T-: 'r':"7r•; 15 (2)9.25" 2.OE,LVL ] i i4 0" 347 2: .' 1 16 2 2x4 SPF#1/#2 78$ 'y.:%433d�`-,, rrt//ai:. "2•= .1", 16 (2)11.25" 2.011,LVL 4"=67 D<'; 347 . '4:3:a 17 (2)2x6 SPF#1/#2 68"`(5;=8);?y;'17534 :-43 a", iifa`` 1^,' :"ri 2 17 (2)12" 2.OE,LVL x' Ig (18=2")=, .3705 43 a: ' `•nCan:v,"2 °" .;.'z 18 (z)2x8 SPF#1/#2 i"85 { =e)? IS (2)14" ME,LVL ;2 4"(z7'� ') --_4331_ _'A 4.3:a<` ;.,ir%a`.• 2' Z x 19 (2)2X10 SPF#1/#2 ,j'jw,13 91,)` 1�9'N -.4,3 a ;fl ;.1,s";. 19 (2)16" 2.OE,LVL $�Dt�fi#''IV W) a96M' ^-43m,,, ;,n/sF,. 3.. �• 20 (2)2x12 SPF#1/#2 172;!(30=2"}" 'Zp76r`:; :4`.3a;`.^, •:nJaF 3; '7' 20 (2)18" 2.OE,LVL 326x;(27=2"•):c':5593 4$:a •", 21 (3)2x4 SPF#2(s) ;",58x;(4`:2{14 • .\97 ,y ,4:3 :kw,xnfainJa: :; "' 21 (2)20" 20E LVL ''36j""(3Q'I"); 6226 " %4:3;x. 22 (3)2x6 SPF#2(s) .84"(7.O`) 1426 4 3 a fi{ nfa.„ "T; 22 (2)22" 2.011,LVL '.357"(S3Y2')x 6843 43a n ,.rt/h, 4 2 ; 23 (3)2x8 SPF#2(s) °1809 43 g/anJ x" 5 23 (3)3.5" 2.011,LVL 24 (3)2x10 SPF#2(5) ;13A"{1D1:1Wj: X214"'• 33 :ITa ''n7 " y1 24 (3)5.5" 2.OE,LVL ""114i(8u&}. 'r1942xu,. '43:a 'r`''ilJ,B':Y,lff3^'''da; 25 (3)2x12 SPF#2(s) v 151"(127")` 2572- "4:3a riff/d' 1'r` 25 (3)7.25" 2.011,LVL ;,:1��Y^"(2t-7");.n x567^, a 3 anJa;;,, ii(N .F, 26 3 7x4 SPF#1#2 =';61" 1"x ""' rx„x: ( ) / 76 43 ar ilf8 =,n�a= <t 26 (3)9.25” 2.OE,LVL :192?"( 6ja'* r;lss ( ) / n(7' ') ! f; ' ( ) Vit.," - .' lF , 27 3 2x6 SPF#i#2 90'• •&-;" "250, ' 4.1a X',. n a' n a 1 27 3 11.25" 2.OE,LVL ,Z�#'19f=:6�r 4Q1�. 4 Sia, n� n a '2 28 3 2x8 SPF#1/#2 ," 53.,3 S:,"" :5925 H; q<3 a.' " n,a r, o,av .„ 28 312" 2.OE,LVL ':2#9 20 54 4284 4:3:a m a m a: HF 2 29 (3)2x10 SPF#1/#2 `,S3B"-'tlti 6")r .?356>' :F?F33," xpj`:",x.nY3-rF'2 :' 29 (3)14" 2.011,LVL x2413";(2?i'2") ,.:5Dx2:;.Q 4:3:x:. c:ofa° 9I/3 ry .2 ` 30 (3)2x12 SPF#1/#2 ''160"{�3 4,) , .7738, .+44:3 a.. ..nfa".. 'nJa;>.;. L.. 30 (3)16" ME,LVL :331.(`d7`7'4J 5746'. 4.3� 'm�a A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=400 PLF 31 (3)18" 2.OE,LVL 3�z"'{3l-b") saes; 8c3:a^. ,;<.dla'„. n/a= 32 (3)20" 2.OE,LVL :413"(34'47. 3�8 33 (3)22" 2.OE,LVL `454";{37^l0u)" 797+1,;�-s"rst 3:& +Fn/<a: `^:nta 3-;,' A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=400 PLF 03/07/2016 15.1.3.1.5.8 1st Fir.Fir.Girders-28'-Wide,7/12-Pitch,Standard Mono-Cathedral-Truss,3S Pg,110/142(Vaso/VuLT)Exp C,130(VuLT)Exp D Table"E"-First Fir.Fir.Girders(W4): "Per Module" Table"F"-First Fir.Fir.Girders(W4): "Per Module"-No Roof Load First Floor IFirst Floor (W4-W2) Reaction Page# Reaction Pa e# No. Mems Species 1 Max.Span (lbs) 8 No. Mems Species 1 Max Span (lbs) B 1 (1)2x8 SPF#2(s) z;4142.'!(31.01.>•,v,'i 7;_::x+i Z h 1 (1)2x8 SPF#1/#2 ?f :<a961 2 (1)2x10 SPF#2(s) v: j4k3' F,:YfiTfi $Z b z (1)zxlo SPF#1/#2 Win+ =3b'} 3 (1)2x12 SPF#2(s) (H `y sr.; R2;y 4 2$: 3 (1)2x12 SPF#1/#2 4 _ (1)2x8 SPF#1/#2 !`3-9y 4 (1)7.25" 2.011,LVL 5 (1)2x10 SPF#1/#2 >.:;v!k"wi{} `,meq'y :2 .` 5 (1)9.25" 2.OE,LVL ✓, X r.,,.. �.x 6 (1)2x12 SPF#1/#2 t ($ j : Zf141i +12i1.,;:: 6 (1)11.25" 2.01E,LVL 7 1 7.25" 2.OE,LVL • I ) 7 1 (i)ia° 2.OE,LVL 8 (1)9.25" 2.13E,LVL 92 ii $ :".v8B8i:.'hk'4r 8 (2)2x8 SPF#1/#2 •;$"''�5!9';"): F364:,.;,4:1 9 (1)11.25" 2.OE,LVL X11 (91;31`j '` : 9 (2)2x10 SPF#1/#2 10 (1)12" 2.OE,LVL 10 (2)2x12 SPF#1/#2 11 (1)14" 2.0E,LVL ' 8` ) "� :4369 y: :Eke 11 (2)7.25" 2.OE,LVL 12 (1)16" 2.OE,LVL �gi�i. i "' 17: 12 (2)9.2S 2.011,LVL 13 (1)18" 2.OE,LVL ?t.;15"{ w7'J'''S5 ::" ',)F b;s 13 (2)11.25" 2.OE,LVL :1T/ �(1?k 3f9" 303T a M1 .: 14 (1)20" 2.0E,LA x.. .s33!) A91� €32}:Z17A 14 (2)14" 2.0E,LVL 15 (1)22" 2.OE,LVL 15 (3)2x8 SPF#1/#2YA6.'(8n1U'-) .<''795^ ;=;r4 a[;• 16 (2)2x8 SPF#2(s) �8?'�`�:,'} ;OBW8 . . n d 231.0 F 16 (3)2x10 SPF#1/#2 w4. .,y.. 17 (2)2x10 SPF#2(s) kTt(6! }s's"• 7, �}ZIi 17 (3)2x12 SPF#1/#2 .1�F9<`. 18 (2)2x12 SPF#2(s) $ 7' 1 ,; 2667 ;:x.;xil.2ib 18 (3)7.25" 2.0E,LVL 19 (2)2x8 SPF#1/#2 Si (5.3tt),;"";>:1'9$k:r.<�FZIi-`, 19 (3)9.25" 2.01E,LVL X69°` = "}<::"788 .iy4ia'.; 20 (2)2x10 SPF#1/#2 "T7'"(6 5'')i u.i4+i3 °< '" ., 20 (3)11.25" 2 OE,LVL ? " mi . ii21 1/#2 r2 21 (3)14" . 22 (2)7.25" 2.OE,LVL A=LL=360,TL=240,CD=1.0 Table Load=400 PLF 23 (2)9.25" 2.OE,LVL 24 (2)11.25" 2.OE,LVL 25 (2)12" 2.015,LVL !t835 b 26 (2)14" 2.0E,LVL 27 (2)16 2.OE,LVL 28 (2)18" 2.OE,LVL � 9','0',,,^q, 29 (2)20" 2.OE,LVL _ 30 (2)22 2.OE,LVL0f"jZ3� 31 (3)2x8 SPF#2(s) i�%73*.(6,•=6,'):!�,,;"l�Z4 ",4 2 ;,;• 32 (3)2x10 SPF#2(s) C. '�11•t= >. q 1 j ; 33 (3)2x12 SPF#2(s) 1 (4=3r s3506.w° 34 (3)2x8 SPF#1/#2 `a.Y'$3"`:fi r; 6 x, x417 35 (3)2x10 SPF#1/#2 121" 8'3"')F`n,�fiS3i .ia1 2Z1n: 36 (3)2x12 SPF#1/#Z '•"('1!j $128' y$ li"' 37 (3)7.25" 2.OE,LVL ;'3OVA`-7f1? ; $366F •-^ : 38 (3)9.25" 2.OE,LVL Ai 39 (3)11.25" 2.0E,LVL X65 ( t"j',•.;52$7; li 40 (3)12" 2.OE,LVL17 �8°)<::,za3 ...,,.R Zii• 41 (3)14" 2.OE,LVL j, 5 4:Zbi'r 42 (3)16" 2.0E,LVL 43 (3)18" 2.012,LVL , fill"32'tE1rt'8�}7A=" :iFZ1Y: 44 (3)20" 2.012,LVLZ9} 45 (3)22" 2.OE,LVL 3ZS!"{ 61i3g02 ;'>A 2b~ A=LL--360,TL=240,CD=1.15 Table Load=750 PLF 03/07/2016 15.1.3.1.5.9 Structural Schedule for a 1-Story Dwelling: Job#: "Systems" Ground Snow Load Basic Wind Speed VasaNP � X Exp. .. .. Ultimate Wind Speed VOLT °rzx>.= ARIpb:3e Z✓'.,y5 Eq.Exp"D"Wind Speed VuLr x- ,. s '_" W1=296 plf W2=276 pif a. ter Mean Roof Height a,yyys,,2, �x Wall Zone r s: .•w, t or Roof Pitch° �;s • Truss TypeF �`. Kneewall Dim. �saa , �;' W3=646 Of W4=616 Of Roof Design = Loading Section-"Loads per Module" Max.Module Width r House Width nom 0. 7* 7"L Wail Height-1st Floor Typical Loads: 1st Fir.LL= 40 psi Ext Wall DL= 50 pif 1st Fir.DL= 10 psf Mate Wall DL= 40 pif (per mod.) Loading Section Formulas: W3=Truss Reaction+OH(as applicable)converted to PLF=296 pif. Reference page#2.2.6 within the Calculation Manual for loading origin. W2=Truss Reaction converted to PLF=276 pif. Reference page#2.2.6 within the Calculation Manual for loading origin. W3=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+WS+Ext Wall DL [(0.5 x 12)x(40+10)]+296+50=646 pif W4=[(1/2 Max Mod Width)*(1st Story LL1+Floor DL)]+W2+Marr Wall DL Loading Section LL and 01.Summary(plfl: [(O.S x 12)x(40+10)]+276+40=616 pif TL LL DL W36= 296 222 74 No-Transfer Load INTL]Loading Section Formulas: W26= 276 207 69 W3 NTL W1=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+EM Wail DL W3= 646 462 184 [(0.5 x 12)x(40+10)]+50=350 plf W4= 616 447 169 W4 NTL W2=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Marc Wall DL W3 NTL W1= 350 240 110 [(0.5 x 12)x(40+10)]+40=340 pif W4 NTL W2= 340 240 100 Footnotes Applicable to All Panes Within this Section: 1) All LVL is 1.5"wide,2.0E. LVL may be as shown or better. 2) Ext Stud Columns reference page 6.2.1.1.e of the Calc Manual.The total number of studs is reflectant of one full stud with the remaining under the header. 3) Int. Stud Columns reference page 6.4.1.a of Calc Manual. Columns shown are braced. If unbraced,see page 6.4.1.b of calc manual-choose appropriate column for reaction given, 4) Reference page 6.1.1.a of Calc Manual for Exterior Studs and page 6.3.1.a of Calc Manual for Interior Studs. 5) Reference Section 44 of Calc Manual for Headers,Beams and Girders. 6) For the purpose of determining truss LL&DL for WI and W2,LL taken at 75%of TL,DL at 25%of TL 7) Zone S Stud and Stud Column values used as"worst case condition"values in charts below, See caic manual or alternate load section for Zone 4 values If necessary. 8) Referenced Standards:ASCE 7-02,05&10 and NDS 05,12&15. 9) Most common loading condition shown above. Load sections based on specific conditions may be generated referencing calculations in approved manual. Stud Requirements:° First Floor. 8'Wall Height 12"o.c. 16"o.c. 24"0.c. 2x4SPF#1/#2 OK OK NG Sidewall 2x6 SPF Stud OK OK OK 2x6 SPF#1/#2 OK OK OK 2x3 SPF#1/#2 OK OK OK Matewall 2x4 SPF#1/#2 OK OK OK 2x6 SPF Stud OK OK OK 8ft High matewall stud calc values maybe used for 9 ft high walls if solid wall blocking is installed at 8 ft aff.. Sidewall Table Load=296 PLF Matewall Table Load=276 PLF 03/07/2016 13.1.3.1.3.7 1st Fir.Headers&Girders-24'-Wide,7/12-Pitch,Standard Mono-Fiat-Truss,35 Pg,110/142(VAso/VuLT)Exp C,130(VOLT)Exp D Table"A"- Sidewall Headers and Girders(W1): Table"B"- Sidewall Headers and Girders(W1): First Floor Stud Columns z7 first Floor Stud Columns W Reaction Reaction Mem' Page# 2x45PF 2x6 SPF 2X6 SPF g y Page# 2X45PF 2x65PF 2x6 SPF No. Mem Species Max.Span (lbs) #1/#2 stud #1/#2 No. Mem Species Max Span (lbs) #1/#2 Stud #1/#2 1 (1)2x4 SPF#2(s) f"36"(31 Dq)i: ..:453 ; 4 3 a '" 2'.,.• s - 2 1 (1)3.5" ZOE,LVL S. 1 C "�..:_, :fx: �, l' y'sx:�":,,.. 2 (1)2x6 SPF#2(5) _ 52:1{t.=4i 663,., ..:'",R 3.a`"<n: :.2•. " z 2 (1)5.5" 2.OE,LVL Q87.k,7 ii>,.,�', w,.�: '= r y,• :x ✓� S 3 (1)2x8 SPF#2(s) 66.(5 6`j,<' i84J i!(3.d'"v'::y*"M ': 2 t:::2?;:.; 3 (1)7.25" 2.OE,LVL >>."134,:{4-6�+.,..41149,^ :3 3 4`. a",.'. .•,,2;' 4 (1)2X10 SPF#2(s) ` :81"`(6 gi, . 102& '4;3!a,•''':,x31 •.:>,:'2',x "",`2. 4 (1)9.25" 2.OE,LVL -,]+�6":(12-'V)' <,1$5Z" R 3;a. 5 1 2x12 SPF#2 s) "'.2. 5 (1)11.25 2.OE,LVL '.178"'14';1O',.. ^�"2255<Y x-4'.3:a<` .efa,x;�.,�e ri,;'>.�,;• 6 (1)2x4 SPF#1/#2 a..3S,"{3,_ x�.,.: .;: c r ( ) 1 { ,,.,fa,' 2"' 482:. 4;3ta "2" ;°' Y"' 6 1 12" 2.OE,LVL 89 i 1 " 2401: 4a a x n�px Y,�F x 3y <r :. . 7 (1)2x6 SPF#1/#2 SE9`{4 c$ " 7dG o !j 3 a''' 2 c :`,.. .Z., 7 (1)14" 2.0E,LVLa,4 ' xr''x. ,, a a. ,. ",xf 8 1 2x8 SPF#1/#2 7h1 V-2: ; AM` '"..�4Z 3;`':,x 3""_> 2, ' "2' 8 1 16" 2.OE,LVL •247"%,(2i3'=7,,:'i", 3S4$l s-'.e{ 3 <n "'ii/a-r;,. 9 1 2x10 SPF#1#2 } ..` r ( 1 / 9 (1)18" 2.OE,LA 27S,i:.!.(22`='StL�: :3516. .,r.43,a "• SO (1)2x12 SPF#1/#2 r^1011'($4uj?' •,1Z69, 43a, "a .3" 2:; 10 (1)20" 2.0E,LVL ` 'h ' OT',25=1t') 3<(25=1ti) ,3.8:8r.'., az64- 11 4-11 (2)2x4 SPF#2(s) 2.OE,LVL 0d ta2,< e4,;' 2z" ;: 72 (2)2x6 SPF#2(s) 7 `i(6'k,',t'g '9411•'" i3 e t 3 c: "Z ;2 12 (2)3.5" 2.OE,LVL ,70."(�1D:,} >$85 4 3.a.--4* ; 2 ..t•.;'.�p' +.k ,_ ;:tF: Via`u ,:-; :.. ....;".:t:,>•, 3 2 13 (2)2x8 SPF#2ls) ;54.=(7 �:'j :1193. 4 3 3:. a: 3 Z,. 13 (2)5.5" 2.OE,LVL '71D;. 14 (2)2x10 SPF#2(s) '112V;(9 I46ii .: ..4:3 a .4',1; .3!•,;Y °2,.; 14 (2)7.25" 2.0E,LVL 115"��Z-S) ' :1$49<;;s ?€;3 15 (2)2x12 SPF#2(s) i 733'"(21'-7"j.;'`1Ti95="" :43a'uz`. 4 3 ;.. 3"i,:; 15 (2)9.25" 2.OE,LVL 185"(T3"T�");...Z366;<< 43az.<° "tlf3. ,y, 4 16 (2)2x4 SPF#1/#2 ,34'?( 6n)u .,:&133°` "e`a33Fa ;"' '2,' AZt;,;r;...yr:: 16 (2)11.25" 2.OE,LVL .,775°(789,",) :iSSSc ?K�d^ '�!/8,: :::g 3•' 17 2 2x6 SPF#1#2 " -79!j'(6 .n ; ( 1 / 74{6'=7")< 1f10II::,. '43:a�":r�Fx`:8'.?�r�"�Z� 2 ' 17 (2)12" 2.OE,LVL '%2+}�!"�(i"CI=O::)-r. 3U80< 18 (2)2xg SPF#1/#2 fla2':1$'4{ 126$r•:�3tit -a;a*: :,5ti'3. "'2Fn.; 18 (2)14" 2.OE,LVL 19 2 2x10 SPF#1/42 .,7ZZt`;(10!.=Z"j;,� SSV.N-4:33a N�t' ";g x - 3<z 2•*' 19 (2)16" 2.OE,LVL 20 (2)2x12 SPF#1/#2 °'141":{ii M') <'1844:" .,;4S3a` qr;' �:3 ;' ^2' 20 (2)18" 2.OE,LVL <35fl's{'74 313): xA657'" °4:3°;?`•xnfX ;n(a' ;. 4":` 21 (3)2x4 SPF#2(s) ;�fi6"°(6 5 j AO ;4s3:a x ,rrla::;;;ri/a :. -:2 21 (z)20" 2.OE,LVL :, 97'(33`1?') "539Ct6: .: S3 22 (3)2x6 SPF#2(s) it"(8�1"j• 133 : * 3 ";. n ' aa :2 = ZZ (2)22" 2.13E,LA '439":{3659,. .5723> x:;;:r. .. ,: 23 3 2x8 SPF#2 s 13 r';: II>z8 " { 1 {) "(1'' ")' 157f1•<x :'$:33 fl/ FinJ,a `;3_:. Z3 (3)3.5" 2.OE,LVL 80"`fE=8'% , '1018' 3a nfa. nfa= xJ ' 24 (3)2x10 SPF#2(S) ;750'•`{2.3:'}y.,.,x19?„ +3:32 . :lta °a:a''`2.".: 24 (3)5.5" 2.OE,LVL .1X6a:� 6").:.'75F„n`4:3� h/a-..,'rfF; w.s3 25 x ' 25 (3)2x12 SPF#2(s) ?;774"{1A°=Q:')'`;;,Z234`":" 43a: e..'n/a "xn ,` (3)7.25" 2.OE, 13'j0'D:..;,233Lr.: .,43a: 26 (3)2x4 SPF#1/#2 ..7n 49 ai4:3a- nai' .nJay 52'` 26 (3)9.25" 2.OE,LVL X112 (7=�ii� z %pis, nX " ' 27 (3)2x6 SPF#1/#2 :1113'F(8'=7�', fi :=,.:4,31a..;• .o%a.", h1i. 2-„ 27 (3)11.25" 2.OE,LVL 257"„{?1� =",');c :9337 4.,..43:3',`::tiJa 28 (3)2x8 SPF#1/#2 28 (3)12" 2.OE,LVL "Z74.!;(ZZ' i .w: 29 (3)2x10 SPF#1/#2 1 4`:(13 3'"J,: ZU+l7+ a'4 3 a:"'_Fp/a z=-"'Ir i 2 29 (3)14" 2.OE,LVL �,3 (.Z64�7-sj;.; A1T7 M 30 (3)2x12 SPF#1/#2 "-T84"(1ST r';'7380'_ ¢ a. . R/a n '3;7 30 (3)16" 2.OE,LVL3b4" �F793 dna nfa A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load-300 PLF 31 (3)18” 2.OE,LVL 40984 1i) + Sa33 4 3 arnfa ?`'r�fa:';<m%a' 32 (3)20" 2.OE,LVL asci(3r=9x) 6039.:s'-*413 a.,:",'pj •" ''n/a nya;:' 33 (3)22" 2.OE,LVL 6671` ; 3 a ii/a r!sn`ja"N ti/a A=LL=240,TL 180,CD=1.15 Wall Height=8ft Table Load=300PLF Table"C"-Matewall Headers and Girders(W2): "Per Module" Table"D"-Matewall Headers and Girders(W2): "Per Module" First Floor Stud Columns' First Floor Stud Columns' Reaction Pa e# Reaction No. Mems Species Max Span (lbs) g 2x3 SPF 2x45PF 2x6 SPF No. Mems Species y Max.Span (lbs) Page# 2x3 SPF 2x4 SPF 2x6 SPF #1/#2 #1/#2 #1/#2 #1/#2 #1/#2 #1/#2 1 (1)2x4 SPF#2(s) 4=:3fi?=(3 ").,v?:..:453 ;'„ 3 a -1-r 1 (1)3.5" 2.OE,LVL :551',14'i7," 2 (1)2x6 SPF#2(5) ,7 z""`:1%..•" 2 (1)5.5" 2.OE,LVL3� z 3 1 2x8 SPF#2 5 1'66"'S 6"`xCx 8r,xw' .ty>" ,> `Hx. ;z 3 1 7.25" 2.0E LVL ( ) (1 .. (, j= 43 .. ? ( ) alk :(sw ,'alai9' :3_a K: 1e<•.-'sY7'`.; 4 1 2x10 SPF#2(s) '..;g "5 5"' '. 2' ";fi:;lU'�8� �G:3dr• ;9%' x �.';r`"` 4 1 9.25" 2.OE,LVL �f14 P �• �Z` 1i;:"r�<;F'3: 5 (1)2x12 SPF1i2(s) 5 (1)11.25" 2.OE,LVL ;�78 '{3�')'^lY1.j.±:225 'x' ".�;a_ 6 (1)2x4 SPF#1/#2 "3$x(3'=2) k!+4$2s, •4:3:dr `' "x1 u a-, F 6 (1)12" 2.OE,LVL 3•'(1$B j F 24DS: ;�jjji„ 7 (1)2x6 SPF#1/#2 "<Sb"{4'-' %'1 ='705+, 4:3.3'^' S 1 r-1.` "1i 7 (1)14" 2.OE,LVL .9 " �� '}"r.277Ch. "'',4:352,�k. :3;: 8 (1)2x8 SPF#1/#2 '71't5'= ) <$94'. " 433`A:;:ry'. ri;.r`1 'ys <• 8 (1)16" 2.OE,LVL "1Zb'7":)„a .". 9 (1)2x10 SPF#1/#2 86 {7%2,) :."1T)93Y-2:x.;:413 as":" 1,..x.,°°.'i=s..'f F; 9 (1)18" 2.OE,LVL 75',{22=17 }i: 3535, •4 10 (1)2x12 SPF#1/#2 <<800d:(Ssxq ;: 1269 A 3 a. 2 ;'" 10 (1)20" 2.OE,LVL Y;3I13";(fiS 3,):,x'n:3882;'; 4: 3 ",;a�€. 32 11 (2)2x4 SPF#2(5) :.x' �!'>t�4'3+1^ ¢ ka :h 33x:>''':ai a „sy l,`i �'v 11 1)22' 2.0E,LVL i':�'17,)' -424:75 +i '. 0/, :, �' ( 331 a•�. 3:a`.:..„,.�,4.s 12 2 2x6 SPF#2s ( ) () =-r74.x;16�2"p-. ';9aa�r� 3:a�x ;talaPx "'0:` ' 12 (2)3.5" 2.012,LA Y,<. .�. .,r .e:.. .,Y ,Y:. .. ,": ".. rt r' IY• .. 13 (z)2x8 SPF#2(s) 84',s a€=1a.:^ N .; i j``�si�.93�,�u :.�1i3§��� n/ar,t:.'3`<<i?`�:*..� 13 (2)5.5" 2.OE,LVL x.39$. "4:3:a:��,�:nf�. 14 (2)2x10 SPF#2(s) y11b �9;aujt:x ]46D���"$3 2' =.nta 1z x. �"�: 14 (2)7.25" 2.OE,LVL r 1!43,.(3,2` 15 (2)2X12 SPF#2(s) .133f 131=1';');r°1595 v13 a rr': nl2s 1 Y ]xw 15 (2)9.25" 2.OE,LVL Li$$""(1+° "):'-;3355;. ;4 3 a YI/a" 16 (2)2x4 SPF#1/#2 ;`3+tQ(S:»6"::)' 6$3' v, 4 3 a: h/a> 3 4'v1 ti 16 (2)11.25" 2.OE,LVL �Z5 a{TS1 9"j .:7885- 17 (2)2x6 SPF#1/#2 �9's{fix `' sr. JODIi-> cit;3;a'->'=n(a'" x"1' r^1' 17 (2)12" 2.OE,LVL "XZ4p".12DO"), "3U8[T '-,. 3 ni<a' 2 '"' 18 (2)2x8 SPF#1/#2 '.740:(8 4 J 4 `326$'' �y:3a' ;a.tl/a:.. 1: 1 18 (2)14" 2.OE,LVL '°.774:'"{23'. =;)x 3fiO3A, 4;3:a rcfa 2' "2:. 19 (2)2X10 SPF#1/#2 '172"1110=2' SSZr Q3a,. .q/a-' 1` >s r „{;V i A.}' :. :"• 1.i<: ]9 (2)16" 2.OE,LVL 3 ;V-'71i :"$129 'i ` 4:3 a" n/$ 20 (2)2x12 SPF#1/#2 '..i4lt'r(11j9"j '..16D4x-'k;4:3xa:'^:k'n/as. 'T= .I. X 20 (2)18" 2.OE,LA .358" -10 46 ' _, x43:a VW")" trfa fj/ae: 1::" 21 2 20" 2.OE,LVL 21 (3)2x4 SPF#2(5) y. 6fr'`:(�tr 6;')s. .,B4H ,, ..�'3 a; 22 3 2x6 SPF#2 5 5971$.1^ 237; r4 3. >,H a:. <cm ( ) �'�' ( ) () E { , t� k -' /.:xs ,, :,, '3: 22 (2)22" 2.OE,LVL :437"{36=5,1$- -',k ( ) () 23 (3)3.5" 2.OE,LVL .,;80;:(9x8')" r1DI8". :4 nxa '`r „'�1: 23 3 2x8 SPF#2 5 n " 24 (3)2x10 SPF#2(s) " x" 180.,;132<r6):.. 1422 Y% 4 3s3 K':tl/d x lT(3., - 1.: 24 (3)5.5" 2.OE,LVL ]25"-(SO',6:i): 151::T s.n•4:34 <: ;h/a', rix 11 3 - 1 r.: :Y :w ... 25 (3)2x12 SPF#2(s) i 774 114 6"y. '7234 .:' 3T 3 a = "rr/.a. >,mlat; .::';'1 25 (3)7.25" 2.OE,LVL 661! 7 3' 2332 •z43m&y,. .11, 'T ' 26 (3)2x4 SPF#1/#2 899,. �F 3 a. ,,q/a rx:rr/a� .;".1.' 26 (3)9.25" 2.OE,LVL 21!.( 7! '0' ::2732°x, ;,�j 3:aa 27 (3)2x6 SPF#1/#2 ;'xO3':(Bx=7!; 1316 +&32< `G<4/a ':.iiae,;:;rx•. 27 (3)11.25" 2.OE,LVL ;757"'(21'Si),'' '3337'• 4�i;a; ",xnfa,z<:''tl�a ,/ 28 (3)2X8 SPF#1/#21"{10!31 j.,_ 167fi 43a , 'h/a" x,.e% Yt 28 (3)12" 2.OE,LVL 274"(7Z'1Dt'',i3565x ._33u7,=yt „Oa• %tlja.. :2z. 29 (3)2x10 SPF#1/#2 ,1�."(5s,=,-v')�' 2047,', 4 3s3. .srif3- ;;0{34:; "1 29 (3)14" 2.01,LVLxnf3, 2`%� <",,,,. 30 (3)2x12 SPF#1/# 2$A"if15=4"•)'._;'380?Y ..�k3a• na. .sofa ' xti.Y: 30 (3)16" 2.0i,LA .,36q"{3U"iG':).:;`°799';°"`!E 3.a T^,35/3: ' A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=300 PLF 31 (3)18" 2.OE,LVL 32 (3)20" 2.OE,LVL 33 (3)Z2" ZOE,LVL 4985'411 5"° :6671 4 fa,. /� v A=LL=240,TL 180,CD=1.15 Wall Height=8ft Table Load=300PLF 03/07/2016 13,1.3.1.3.8 1st Fir.Fir.Girders-24'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vnsn/VuLT)Exp C,130(VuLT)Exp D Table"E"-First Fir.Fir.Girders(W4): "Per Module" Table"F"-First Fir.Fir.Girders(W4): "Per Module"-No Roof Load First Floor First Floor (W4-W2) Reaction Page# Reaction Page# No. Mems Species 1 Max.span (lbs) 8 No. Mems Species 1 Max.Span (lbs) 8 1 (1)2x8 SPF#2(s) i' 35"( `nr'r 123S`'•....'_ 1;. 1 (1)2x8 SPF#1/#2 61;[S=a':'� i'j X900"a ^4x3:4:': 2 (1)2x10 SPF#2(s) %�95x Irl; ' :ni SSS{i Fx:131 2 (1)2x10 SPF#1/#2 h;:7t({rZ"x: r]§EDlkxi =rF4153<5 3 (1)2X12 SPF#2(s) ?°. r:(5 4'j�F. "L753'r v+12 3 (1)2X12 SPF#1/#2 5 112x10 SPF#1/#2 :b9) 2(i S (1)9.25" 2.OE,LVLiMj "LA ,x" R U. 6 (1 /2x12 SPF#1#2 6 (1)11.25" 2 OE,LVL 7 1 7.25" ME,LVL 75 t� r' ( ) z''S') 2065,.x;;;A fib^ 7 (1)14" 2.OE,LVL5*=9], . ,. 2709. .�,.4:i.a. .'.may, 8 (1)9.25" 2.0E,LVL `(8!<D`!)..;,''2639,., :$ » 8 (2)2x8 SPF#1/#2 ;`:`8bz:7 2M1 ,' Y12 ,;; "4a'- a- 9 4`i.€3 9 (1)11.25" 2.OE,LVL2J3 (4z]'r 0 ,-y�42h z 9 (2)2x10 SPF#1/#2 ;s;fiUS^8';9' 10 (1)12" ME,LVL ��25"(1Z#''5"•]c.`3�4� <.:� "' 10 (2)2x12 SPF#1/#2 r"�?�i(� �".�..a=1813:7";:;rte g•,' 11 (1)14" 2.0E,LVL :+t6" '=t t'`$$pOQ;` za 11 (2)7.25" 2.OE,LVL0"ki70?4q;';) 12 (1)16" ME,LVL v455r:•;,:;,tzbi ,: 12 (2)9.25" IDE,LVL 353 ("2} 13 (1)18" 2.OE,LVL E 1$8'`( +8!y)K. a' 13 (2)11.25" 2.OE,LVL s,]g7 (fst 7>`}s .,z -.. 51 ..., $Zb 14 (1)20" ME,LVL ��07ft(17+$")E;n�S6&3 i�„�?F's �,„ 14 (2)14” 2.OE,LVL 15 (1)22" ME,LVL 1s (3)2x8 SPF#1/#2 1007{$::5 16 (2)2x8 SPF#2(s) ;• `(S-41i);;.'=..WSV '!A 2.b,y 16 (3)2x10 SPF#1/#2 =1$83,1jr .i n:r•.. 17 (2)2x1O SPF#2(s) `78"(6+Fu`)):':' 31#Or: A.2 17 (3)2x12 SPF#1/#2 1-9"W,43,%,--1,2392.; 18 (2)2x12 SPF#2(s) ''D 46t'>� ;�T48ik. A 29,'< 18 (3)7.25" 2.0E,LVL 19 (2)2x8 SPF#1/#2 fi&i".(a ti°) >:'z^3$&3; 19 3 9.25" 2.OE,LA 20 (2)2x1D SPF#1/#2 83',,":(b "„ ?27?V°x;.;"k?�zZb 20 (3)11.25" 2.OE,LVL 21 (2)2x12 SPF#1/#2 21 (3)14” 2.OE,LVL 22 (2)7.25" 2.OE,LVL `?gr,"SSS 1',),-" `'+261 "" Aeby A=LL=360,TL=240,CD=1.0 Table Load=350 PLF 23 (2)9.25" 2.OE,LVL ;;3ZW(GO 24 (2)11.25" 2.OE,LVL 25 (2)12" 2.OE,LVL 3Y1,i33F-5 J; -4414 <4:2:b:; 26 (2)14" 2.OE,LA .':?8,9!-,W,, 27 (2)16" 2.OE,LVL 28 (2)18" 2.0E,LVL • .... .. .. 77, 29 (2)20" 2.OE,LVL2$8"{23'WO = 416:': 4 baa 30 (2)22" ME,LVL 31 (3)2x8 SPF#2(s) 32 (3)2x10 SPF#2(s) 33 (3)2x12 SPF#2(s) a 11.r(9`-A,7?') 34 (3)2x8 SPF#1/#2 " '89'( sr')a ''2+i'�17,''" 4 ' 35 (3)2x10 SPF#1/#2 �400"9" Al 36 (3)2x12 SPF#1/#2 .12C(1 =�5!')',:;8g7+s 43«I% 37 (3)7.25" ME,LVL 38 (3)9.25" 2.OE,LVL48i'_12L11 39 (3)11.25" 2.OE,LVL :.37+0(#r _4x133 40 (3)12" 2.OE,LVL ".185":�(3V=5>');. 41 (3)14" 2.OE,LVL 1< 1!3` 8-0 ;x„ ,53BT,_ Y..Ay2 ; 42 (3)16" 20E,LVL 43 (3)18" 2.OE,LVL $!`J3'Z, 44 (3)20" ME,LVL 401'(2s!V)-, $WReg _42b: 45 (3)22" 2.OE,LVL G=LL=360,TL=240,CD=1.15 Table Load=650 PLF 03/07/2016 13.1.3.1.3.9 Search Results for Map 1-1-H U 2 1UIV page 1 of 2 r ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources sponsors About ATC Contact Search Results Query Date: Fri Feb 02 2018 W Latitude:41.0045 -- Longitude:72.5653 S ASCE 7-10 Windspeeds r, (3-sec peak gust in mph*): °` I - Risk Category 1: 123 ham` Risk Category 11: 134 p A Risk Category III-IV:144 MRI**10-Year:79 MRI**25-Year: 89 MRI**50-Year: 99 MRI**100-Year: 109 ASCE 7-05 Windspeed: 120(3-sec peak gust in mph) ASCE 7-93 Windspeed: 86(fastest mile in mph) 'Mlles per hour � "Moen Recurrsnw Interval Users should consultvdth tonal building a Mdals to detemdne If there ore commur*-speci6owlnd speed m requireenls thatgavem. a n Print your results --_—_— -..-_ WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the goveming building code bodies responsible for building code approval and hq://windspeed.atcouncil.org/index.php?option=com_content&vi... 2/2/2018 "Ne IN-1art 'ov, All, DIVISION OF BUILDING STANDARDS AND CODES s STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO TELEPHONE:(518)474-4073 SECRETARY OF STATE WWW.DOS.NY.GOV October 20, 2017 Mr. Richard Bird Director of Engineering Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 Muncy, PA 17756 RE: SYSTEM APPROVAL MODIFICATION NUMBER: M1387-2017-123 Dear Mr. Bird; In reference to your application for system modification received September 21, 2017; to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses)System of Models designated M1387-2017-123 is hereby approved to allow construction in compliance with the NYS 2017 Uniform Code Supplement and the 2015 IRC. This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until October 20, 2019 unless sooner revoked, and is subject to renewal at that time. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 90 PSF Seismic Design Category: B, C or DO Townhouses shall be designed to Seismic C or DO (Per 2015 IRC Section R301.2(2 Basic Wind Speed: 115 mph to<140 mph Vult Wind speed >140 mph will require engineered design. Individual projects located in regions having a basic wind speed of 140 miles per hour or greater will require an individual model be submitted to the Division for review and approval. Exposure Category: Exp C (standard) Exp D (optional) . Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and "Non-Hurricane Prone Regions." 1. The manufacturer will submit a monthly report summarizing (listing) all permit sets with information about project location, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication. Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally,the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; "The plans and specifications of this permit plan set are derived from and consistent with the system set of plans and specifications approved and on file with the Department of State, which were approved on October 20, 2017 under Systems number M1387-2017-123." NDepartment F STAATETEOOF R""'TM of State Page 1 of 3 The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components, foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2015 IRC and the NYS 2017 UCS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2015 IRC and the NYS 2017 UCS and the design methodology associated with the ASCE 7-2010 design standard. Individual permit plan sets shall provide the following information: Cover Sheet which provides information on: • The project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed, live loads, dead loads, flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2015 International Residential Code and the 2016 Energy Conservation Construction Code Supplement of New York State. • The Occupancy Classification and Type of Construction. • Applicable general notes • Index of drawings • Manufacturer's title block • Verify the intended foundation type and height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2015 IRC Section R302 "Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only) showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt location and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure First and Second Floor Plans showing: • Location of the"insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and egress window locations • Location and amounts of wall bracing based on Table R602.10.1 and length requirements based on Table R602.10.5, including the requirements specified in Section R602.11 for Seismic Design Categories"D0, D1 &D2" • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Materials used in roof and wall assemblies • Insulation types, sizes and "R"values • Field completed insulation assemblies • Building integration details (module connections) • Location of required fire blocking • Roof truss bracing and structural connections (uplift, lateral, etc.) • Applicable project specific notes Page 2 of 3 Building Elevations showing: • Floor to floor wall heights • Finished grade line and distance to 1st finished floor to show need for compliance with R313.5 for automatic sprinkler system • Building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items (stairs, landings, handrails, lighting, etc.) • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain,waste and venting layout including all pipe sizes • Potable water supply piping • HVAC equipment and duct sizing information • Heat loss calculations upon request Miscellaneous Plans and Details showing: • Non-typical details and design calculations for(prow roof,dormer framing, cantilever beams,wind columns, thrust beams, etc.) • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Summary of references to system for selection of structural members • REScheck energy compliance reports • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the New York State 2017 Uniform Code (2015-IRC & NYS-2017-UCS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. The Insignia of Approval Order form is available at httr)://www.dos.nv.aov/DCEA/pdf/InsigniaofApprovalOrderFormDOS 1962.udf. Please Note: Use the System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, John R.Addario, Acting Director Division of Code Enforcement and Administration Enclosures: Five(5) revised sheets containing NYS stamp of approval cc: Richard Wenner, PFS Corporation, 2877 Skatetown Road, Bloomsburg, PA 17815 (via e-mail) Page 3 of 3 vvdrnurg.It is a viorduon of Mery r a cuucdu(Jn Law rvuc.7e r4o rur any person, unless he Is acting under the direction of a licensed Professional Engineer, to alter this item in any way. REScheck Software Version 4.6.4 Compliance Certificate Project #32469_000 Oob_5/N) Energy Code: 2015 IECC Location: Suffolk County, New York , n a: Construction Type: Single-family 1� � Project Type: New Construction , Conditioned Floor Area: 1,485 ft2 Glazing Area 14% - 07/25/18 Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Customer: Sinanis Builder:Turn Key D Mincemoyer 2295 Ruth Rd. NY Muncy Homes, Inc. Mattituck, NY 11952 1567 Rt442E Muncy, PA 17756 Compliance: trade-off Compliance: 5.8%Better Than Code Maximum UA: 278 Your UA: 262 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Coint. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,458 44.0 0.0 0.027 39 Wall 1:Wood Frame, 16"o.c. 424 21.0 0.0 0.057 17 Comment:front Window: 2-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 31 0.290 9 SHGC: 0.25 Comment:f 2 Window: 1-48 x 12 SL Transom:Vinyl/Fiberglass Frame, Double Pane with Low- 4 0.270 1 E SHGC: 0.29 Comment:f 1 Window: 1-111x 61 Viwinco Bay30:Vinyl/Fiberglass Frame,Double Pane with 47 0.280 13 Low-E SHGC: 0.41 Comment:f 1 Door: 1-64 x 80 2 Sidelites:Solid 38 0.270 10 Comment:f 1 Wall 2:Wood Frame, 16"o.c. 424 21.0 0.0 0.057 18 Comment: rear Window:4-30 x 37 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 31 0.290 9 SHGC: 0.25 Comment: r 4 Door: 2-72 x 80 Vinyl SGD: Glass 80 0.280 22 SHGC: 0.34 Comment: r 2 Project Title: #32469_000 Oob_S/N) Report date: 07/24/18 Data filename: O:\Premier Data\REScheck 32000\32469.rck Page 1 of 10 Warning:It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Eridirieer, to alter this item in any way. Gross Area Cavity Cont. Perimeter Wall 3:Wood Frame, 16"o.c. 220 21.0 0.0 0.057 13 Comment: left Wall 4:Wood Frame, 16"o.c. 233 21.0 0.0 0.057 12 Comment: right Window: 2-38 x 59 SL:Vinyl/Fiberglass Frame,Double Pane with Low-E 31 0.290 9 SHGC: 0.25 Comment: rt 2 Wall 5:Wood Frame, 16"o.c. 248 13.0 0.0 0.082 19 Comment: bsmt level stair area Door: 1-30 x 80 Blank:Solid 18 0.200 4 Comment: bsmt level stair area Floor 1:All-Wood joist/Truss,Over Unconditioned Space 1,416 19.0 0.0 0.047 67 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 designpdtQ rru a he 2015 IEGG repfirem nts in REScheck Version 4.6.4 and to comply with the man ory req it en, ►listed in the REScgekINQof ItA�1EAsE?y uarry� pl�;p�r/�/i�Ge�'oP/. >,Mincemoyer Darryl Mincemoyer Name-Title Signature •0 'Z24 13a 10*33 -04'00' Project Notes: 1-Calcs reflect only that portion of the unit assembled in the factory&included in the REScheck. Should further living space be added or finished a new REScheck shall be completed by others. 2- For unconditioned basements&cape roofs spaces,the builder shall enclose,basement&attic stairs. The walls surrounding the basement&attic stairs shall be insulated &protected with a vapor barrier. The bldr is responsible for supplying all materials. 3-In houses that have factory installed floor ductwork,the bidr shall be responsible to install the insulation floor insulation under the duct. 4-An IRC&IECC Air Barrier&Insulation Checklist is partially completed in plant&supplied to builder with final house packet for on-site completion by others. 07/25/18 Project Title: *32469 000 Dob S/N) I Report date: 0724/18 Data filename: 0:\Prem1er Data\REScheck 32000\32469.rck Page 2 of10 y REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. ..,.T, ' '"'..���� ����c. �.. a rg, ;s ,'.�, .��� y_ iy4,n„a'�.;: •� � � a �t..�z'..ca ^r,�., �f,; .t sa ''a x3 ,.r4'. �kae �` �' ' ;�"s�` ��� ss a.�.,•�;°�,s@I';.`� .. 103.1, Construction drawings and « - ❑Complies ' 103.2 documentation demonstrate r `' ^ T � []Does Not [PRl]1 energy code compliance for thexr. building envelope.Thermal r ❑Not Observable , envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and x _ s:" ❑Complies ; 103.2, :documentation demonstrate ❑Does Not 403.7 j energy code compliance for t <. ; ❑Not Observable [PR311 !,lighting and mechanical systems. , !Systems serving multiple 4 ❑Not Applicable dwelling units must demonstrate !compliance with the IECC ' ;Commercial Provisions. Heating and cooling equipment is Heating: ; Heating: ;❑Complies ; " =k sized per ACCA Manual S based 1 Btu/hr Btu/hr :❑Does Not on loads calculated per'ACCA Cooling: 1 Cooling: 1❑Nat Observable 1 . Manual J or other methods 1 Btu/hr Btu/hr -� approved by the code official. ; 1❑Not Applicable 1 Additional Comments/Assumptions: 11 High Impact(Ter 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: #32469 000 Oob_SIN) Report date: 07/24/18 Data filename: O:\Premier Data\REScheck 32000\32469.rck Page 3 of10 �r � A protective covering is installed to :Dcomplles exposed exterior Insulation T]Does Not i protect in below : :LJNot Observable :ElNot Applicable Snow-and ice-melting system controls,iE]Complies installed. :E:]Does Not bNot Observable Additional Comments/Assumptions: ' 11 High Impact Mer 1) ,]medium impact Mer 2) Low Impact(Tier 3)Project Title: #3246Q_DDU (job_S/N) Report date: 07/24/18 Data fi|enorne: O�\PremierOata\REScheck3Z0003J46g.nck Page 4oflD � � 402.1.1, Door U-factor. U- U- ;0Complies See the Envelope Assemblies 402.3.4 :13Does Not table for values. UNot Applicable 402.1.1, Glazing LI-factor(area-weighted U- U- ;,E]Complies I See the Envelope Assemblies 402.3.1, average). T-]Does Not table fbr values. 402.3.6, :0Not Observable 402. ONot Applicable 303.1.3 LI-factors of fenestration products ElComplies [FR411 are determined in accordance E]Does Not with the NFRC test procedure or []Not Observable taken from the default table. ONot Applicable 402.4.1.1 Air barrier and thermal barrier OComplies [FR2311 installed per manufacturer's ElDoes Not instructions. [:]Not Observable ONot Applicable 402.4.3 Fenestration that is not site built OComplies [FR20]1 is listed and labeled as meeting ElDoes Not or has infiltration rates per NFRC 400 that do not exceed code ONot Applicable IC-rated recessed lighting fixtures Elcomplies at housing/interior finish ElDoes Not and labeled to indicate:52.0 cfm []Not Observable leakage at 75 Pa. ONot Applicable 403.2.1 ;,Supply and return ducts in attics OComplies [FR12]1 :insulated >= R-8 where duct is DDoes Not >= 3 inches in diameter and >= [-]Not Observable R-6 where< 3 inches.Supply and return ducts in other portions of ONot Applicable ]the building Insulated >= R-6 for :diameter>= 1 inches and R-4.2 Building cavities are not used as ElComplies QW g WAINEK ducts or plenums. ODoes Not ervable EINot Obs ONot Applicable HVAC piping conveying fluids R- R- ;,[]Complies above 105 9F or chilled fluids T]Does Not below 55 OF are insulated to 2:11- 1 :[]Not Observable .3. ONot Applicable 403.4.1-- Protection of insulation on HVAC OComplies [FR2411 piping. 13Does Not ONot Observable ONot Applicable R- ;Elcomplles Hot water pipes are insulated to R- 1EIDoes Not UNot Applicable OComplies Automatic or gravity dampers are installed an all outdoor air ElDoes Not intakes and exhausts. E]Not Observable ONot Applicable 11 High Impact Mer 1) M Medium impact(Tier 2) [5 Low Impact(Tier 3) Project Title: *32469 000 (job_5/0) Report date: 07/24/18 Data filename: O�Premn|erOata\RE5check 32000\32469'rck Page 5 oflO Additional Comments/Assumptions: 1 I High Impact(Tier 1) Medium impact(Tier 2) = Low Impact(Tier 3) Project Title: #32469_000 (job_S/N) Report date: 07/24/18 Data filename: O:\Premier Data\REScheck 32000\32469.rck Page 6 of 10 L 1,NO- e All installed insulation is labeled LJComplies or the installed R-values []Does Not provided. E]Not Observable ONot Applicable 402.1.1, Floor insulation R-value. R- 1 R- i[JComplies See the Envelope Assemblies 402.2.6 El Wood table for values. [] Wood PDoes Not (IN1]1 ❑ Steel Ej Steel 1E] Not Observable T]Not Applicable 303.2, ;,Floor insulation installed per OComplies 402.2.7 :manufacturer's instructions and []Does Not [IN2]1 1 in substantial contact with the :underside of the subfloor,or floor []Not Observable :framing cavity insulation is in E]Not Applicable contact with the top side of :sheathing, or continuous !insulation is installed on the underside of floor framing and :extends from the bottom to the top of all perimeter floor framing 402.1.1, Wall insulation R-value. If this is a;, R-- R- ;[]Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1h of the 1 E] Wood E] Wood UDoes Not table for values. 402.2.6 wall insulation on the wall ❑ Mass i E] mass []Not Observable [IN3]1 exterior,the exterior insulation Steel E] Steel 1EINot Applicable requirement applies (FR10). 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. fi []Does Not FIN&Observable Applicable Additional Comments/Assumptions: 11 High Impact Mer 1) VA: Medium impact Mer 2) [,AE.- Low Impact(Tier 3)= Project Title: #32469000 Uob—5/N) Report date: 07/24/18 Data filename: 0APrernier Data\REScheck 32000k32469.rck Page 7 of10 � ' ,,Avu� !ITI-13M OF 75 402.1.1, Ceiling insulation R-value. R- R- ;.DComplies :See the Envelope Assemblies 402.2.1, 1E] Wood d :13Does Not :table for values. Steel Steel iONot Observable 402.2.6 303.1.1.1,!Ceiling insulation install.ed per OComplies 303.2 1 manufacturer's instructions. 13Does Not [F1211 1 Blown insulation marked every 1300 ft2. E]Not Observable Vented attics with air permeable OComplies insulation include baffle adjacent LIDoes Not to soffit and eave vents that []Not Observable extends over insulation. ONot Applicable 402.2.4 Attic access hatch and door R- R� ;,OComplies T]Does Not [F1311 I insulation �tlk-value of the adjacent assembly. :.[]Not Observable ;E]Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 ;,OComplies [F[17]1 ach in Climate Zones 1-2, and :[]Does Not <=3 ach in Climate Zones 3-8. :,[]Not Observable :0Not Applicable 403.2.3 Duct tightness test result of<=4 1 _cfm/100 cfm/100 Ikornplies <=3 cfm/100 ft2 without air :[]Does Not handier @ 25 Pa. For rough-in 1,E]Not Observable :1 !tests,verification may need to :ElNot Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 i,E]Complies either: Rough-in test:Total I ;[]Not Observable leakage measured with a T]Not Applicable pressure differential of 0.1 inch w.g.across the system including the manufacturer's air handier enclosure if installed at time of test. Postconstruction test:Total 1 leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air an 403.3.2.1 IAir handier leakage designated ElComplies [F124.11 !by manufacturer at<=2%of E]Does Not !design air flow. E]Not Observable []Not Applicable Programmable thermostats OCornpiles installed for control of primary E]Does Not heating and cooling systems an W []Not Observable initially set by manufacturer to EINot Applicable code specifications. Heat pump thermostat installed UComplies on heat pumps. E]Does Not EINot Observable EINot Applicable XM ulating service hot water [kornplies systems have automatic or []Does Not accessible manual controls. []Not Observable []Not Applicable 11 High Impact Mer 1) Medium impact Mer 2) Low Impact(Tier 3)= Project Title: #3346A_OOOOpb_S/N) Report date: 07/24/18 Data filename: OAPre,n|erOata\RE5check32OOO\3J48Q.nck Page 8oflO '4 r:a �4 ...•'vx / rSa. ' -::Ha`,r, i�' „#','•,V•,,,. ... ;�. .�x.__.- •,fs °x .w. B?z;4n''� .3,i: ..,-x, s!," c.-�'�`�,r. .s .k iT '';?�' t•;:. ,,,�aF .:tiy �'R4r�+�a�� ~�t.�'-i i '.�����.a :�w>"s-� Sa,���°,. ��, "�nd' LA ":?n.. ..Ye :`,e.,, •%.'9°,`'�"� : `�.�' .%f;5C6�',�� `q%;✓ 7 :a'"✓•" All mechanical ventilation system _ ❑Complies ; fans not part of tested and listed - Y`, ❑Does Not HVAC equipment meet effica g and airolimits. -Y > ❑Not Observable ; [Not Applicable Hot water boilers supplying heat omplies through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable s ° control to lower boiler water temperature based on outdoor ❑Not Applicable temperature. Heated water circulation systems omplies have a circulation pump.The .` ❑Does Not ; system return pipe is a dedicated A L ❑Not Observable return pipe or a cold water supply ° ' �• pipe.Gravity and thermos- [Not Applicable ;= �l 'syphon circulation systems are not present.Controls for ` circulating hot water system . `_ pumps start the pump with signal for hot water demand within the , occupancy. Controls ; automatically turn off the pump i when water is in circulation loo is at set-point temperature and r w no demand for hot water exists. ,. .„ Electric heat trace systems ❑Complies comply with IEEE 515.1 or UL R( < ❑Does Not 515.Controls automatically adjust the energy input to the = ❑Not Observable heat tracing to maintain the ❑Not A licable s? desired water temperature in the F PP 'u piping. ' "�_-&, Water distribution systems that ❑Complies have recirculation pumps that,. Does Not Y rt3< •- ' pump water from a heated water ` T supply pipe back to the heated ❑Not Observable water source through a cold 6 ❑Not Applicable j water supply pipe have a mrs demand recirculation water ; system. Pumps have controls that manage operation of the pump and limit the temperature . ` of the water entering the cold ' ' water piping to 1049F. ' , Drain water heat recovery units ❑Complies ; tested in accordance with CSA ❑Does Not , B55.1. Potable water-side R�' ❑Not Observable pressure loss of drain water heat - , recovery units< 3 psi for a... ❑Not Applicable ; ," individual units connected to one or two showers. Potable water- < , side pressure loss of drain water heat recovery units < 2 psi for y individual units connected to n< ,three or more showers. ; 404.1 ;75%of lamps in permanent ❑Complies [FI6]1 :fixtures or 75%of permanent '` Z< ❑Does Not fixtures have high efficacy lamps. ;Does not apply to low-voltage _ _ [:]Not Observable ;lighting. ❑Not Applicable 4V&1�'; FM Fuel gas lighting systems have ,' ' ❑Complies no continuous pilot light. T _ []Does Not ❑Not Observable �'.,�>•� ,�;-� ❑Not Applicable � - 1 High Impact(Tier 1) c Medium Impact(Tier 2) = Low impact(Tier 3) Project Title: #32469_000 (job_S/N) Report date: 07/24/15 Data filename: O:\Premier Data\REScheck 32000\32469.rck Page 9 of10 ;W1 compliance certificate posted. ElComplies []Does Not [:]Not Observable ONot Applicable Elcompli Manufacturer ❑manuals for es mechanical and water heating LJDoes Not ;Xn T-I: ems i systems have been provided. EINot Observable ONot Applicable Additional Comments/Assumptions: 11 High Impact Mer 1) Medium impact Mer 2) t Low impact(Tier 3)—J Project Title: #32469_000 Oob–S/N) Report date: 07/24/18 Data filename: 0APremler Data\REScheck 32000\32469.rck Page 10 of 10 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 44.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.28 0.41 Door 0.28 0.34 Cooling'Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments Z ..li��xa:c3z-�'�or,�aes, � S�a�e,�t'n�$7!=i`7d�r•,� #'' �r'+esnr�er-:S'ttl�I�rs DATE: 05/18/18 JOB#: 32469 BUILDER: Turn Key The following information is being provided by the modular manufacturer to aid the Builder in completing the NYDOS required Truss/Pre-Engineered LumbeNTimber Frame Notice per Title 19 NYCRR Part 1265. The Builder shall be responsible to complete the remaining information on the required form and shall submit the completed form to the Authority Having Jurisdiction upon application for the Building Permit. PLEASE TAKE NOTICE THAT THE: (check each applicable line) New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE: (check each applicable line) Q, Truss Type Construction (TT) ® Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S): (check each applicable line) ❑ Floor Framing, Including Girders and Beams (F) Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) `3. ~ Job >area Trwi'ZY0 Q!y PAt amp 212 78663' H 11 @5$25 IRINGEMORO' 1; 1: F,MV2&-2$'<-8019CI tlaimis�alFarert• acre•kix,4Fdr[�R.p1dt,M�t952b,(tiUiu}PptN2 '7�fO�a�]an.28'2OaS'I,QT�rkMduebi®¢;,�Morthn$1'D9,OE:23'Zn1S' ;GcI ,I tifi «Pioddots,frmAll,Wdhts,Retgr 2iflAG t1-� s9 a11. ' Dtilafl _ , HISK,-" 13 tty1. 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'°� ,� RFUTidgs.(**'f*ej; I-MOMM,opfn:041014116b-"(r[hneO+OX*-+q!MedhRMtal �i3 """"+• tip w Max***:+a9§(!�e1;6aa5si4Gi�" Kfm'c1ipY7lf=3P6i1�':9);-7w5TZ�`�1 NtazGrar1�97?(I C 13Y7=98�(LCy3y 'f„art WRCES,t.Qb)-,idaidrqum t-?-406', ��CeriO7; ,1 T.NTIVERS L<VORES.' 1 �C3b TCT f,I sT ,ria Teusr, arm - rZ, 'Ffie pinfessfariat er}ghieerfng,seaC tgdfgies•daf�ticeased QrofesstgnaE hesreptewgd thedms�9nayCtfier the sfendards:referantasdwlihlri�ihis dAcurnerit:.nett[ac�ssait►Y ha�prt8tl�atiifebuiliilAg".,11amigineerhngSol,Is'doEsaiiapP t.Tonsa�,d�S{gtlin�spBCific�f�et`iiieAiiiial•determi�tii+nan' bWdri bussdeslon-to acc olabie uridar�ti'stbcalt�-adopted buildCngcode:iestwHhfhafsuiftl�rigotltcleiordeatgnafted'apjrbinCHe: Arl SSpy �►'^ '�.� - ` .. 1f 4..y/'��4t1i# ` /'{[� _' ' �1 s�� - ��;�� :*` �,,� ,, 'lel •�� .�► '� - C 4 BOSC9*0,40,N, Ovand Rip , ii �5 1X 6,646 44 F J(06�w.,0660 pio4 03/07/2016 1.2.9.2 SMp E ,_,H DR '1y 'EM 1=2 rtlli+iarst;IFataa+F, a h,tom,9raddAapift M1402S1'ivareN?a4en, 7$9olta57an1�G1 eR3mFd9itk{�der dAt�$�'ft�5i33ZD1}r o dl trteT 440 1 "7d4a�?R r 1aas�finrtx 108(Cy':9r;,t2�5[�t `�) AtdYt(Jpo 1s3�4pC.• ' ' t rsiX4 RCaea= 8(E 13ji87{ii3� r b+t •k',Z.it 1 ��t, �N '+1."{.'+0� _ <I. � 5 �p-ra�curan • sa�t�'o.'s. r �.at�nu� x:ato �om:aa,� -,+c ' t. su as t¢:�z�,���•:�,a<., an:aaro.t� ��ta.�a.�au;�. _ .. ._ -- ;;SPACir SPA(ttJt t=f 0 SAitCIN��:LAR .CSI.; - P)t'.' { 9s, 1A941t ��T� i!t l7ES ti(i)Po eoFt>tus(p�t}, tivAoitot�gr)€., T g»ret.104 ars ,.► t t:fi F`�+c '10 ; ' we#tt i.-'i il,o=i1 :�saa "2it}< M€�d.<' tarir%F 7aL4 Dery xd N: 1'�►rc!u�drs;! ?�F f(apeas:tncc. = r�i, 70 �> t3 to TDL t;a tada9ac�i,iadtiots gMalrlrc) r�trtiem s i'BCtJL i SMr :iSb (jl.i3t' ?fid ' Y7JPkTD10 2�aa SAta -EBtIE?' 7P eFtgfci+ s8eaidre s7iea7n�taree%lysap}?eatcrT:i2puiGn :,, ej .ig6eddK��iO°oc.S�rad�t9w '•8Ql"CF#t��Q SPF:Z.IA,OF f��''_ VI_<E95`_ - ,fiR�N:at'tiil4ipt`- -_'��P - � - - rSNE�S - :W3:'Z,xa":gArrNd�iNf. si�.FNa� - ttEA73kittN�t�telxgr:`$�Ssff/M�hnl��T=-Qt1Ct,;aC)ienkal,fi�t> f%3'+>i�'{m�Q>`t%8} ! � - APPR- OVED >±7acairextt(a + ;� i�c�i DATE 6/14/16 E�CEsr{�-tAmamum;Cw>urn�i`tinitii(Paziinym-Tenaton, x4Qaa >fzdiotaa ,4t:as �e; a Ettaa #s>Etzt -� s .Yp� '.Ixxas,srr: PFS CORPORATION �cartoru 1:tctY;Iih� ;!?a ,ti,"ssAato`hf.iZ-,lf it�vo;iti�=f './jsr>� ,na>iata -L7tgs a ! r7'at-, t> a�t - rraas, ,rt �edrsr;,aat Bloomsburg, PA R�gGIt�t1Q �71pNi� -I��i�nurtl�mphs3lcijtdaidmiiiiF,Teflsitiit;�iWr�te�dhu'rrii�Iie�r'QU�l�triranitatl�►Gtimknt�Ib�t`ij- � tplo 9);74Tind• 'CE'fi#O�Vilil�t55inpii�'S-:an"ratEdtgil5t)�,1Y8��tF=M1�37n)1'h`y�2�bl!4;,"rG[itt�,�:�'p.'F`$srrfl:�3i0�ePn'��')8Q111pf�lii7��CClr�3:'•t�S�,{i� 8G@i�45rtsi °(Ah i801n[ '�1'�)nod","fGOj'x4Y11is13GSI3t6 ;xtl' 11•GCiIr79PG� end?ed�itl9YFf3S,(9ooemlacrtxarirCG E; a z3'#wcar#utgv tae ed=iii F r �e �crdr vv is Fo�roaettans�>� t.►,meet tzra a sp F !,=ileo a1�Cit n �tr:r�:Tgs v"Fa :snow 2}Rat ! fgmlrich,ibaa$ataarreauced taracem+nNtat ski 4)Clpifsian4etTannal`*dsl�tav4beenxxiisrdaieN-ortllis das(ijq aElgnec�[i3eott ft 5F#�i�tee�aia•MZ2GYptetA3ur51.'az�'�- efidlieitJ�iillC3l�ilr .. �5�saa`FitNGEPt;�'E�ETa[eS�ottm+Rtace�e� � -�►')tnuMrnUy- Arald`sfaisiisitfgtn§8',4% � „ �1{„/,�f -• y�addrUaiw7+iia+rle�cutaCFbnsitairpwi�dedl3y,eihelices 4sTiiberia �`'+' �14w . 9#fit'trpesli hten�de�igAei7foea:AGOpeit+dtfomdwtrlLuetaad;�t lllimri oif(er iiatbe8 �..+1N of},� taatnls�niwendmsfi�iedYaritveload,atacspat,uirn�epotjapi;rhaigaQsq�gativrat�ennctaan6#ego` 'ti2ooIlk tgvr�! t;tieiweane�eol�taie, ?� i��t� + ynd�ijcm his' ein[rar _ ., 3 =a ,Y}aemr�c # a# iars�a}tt. �naavar�%tsit,ra�+arosra�,u, a�sr� tiramah� r te:- %� 2Kt?ra�la�ma�: r+�rclttep}�aF�e4Tc!6��it�aa�i�puel�or :emu+�:ssup��k�lt�i�>m�,san;lxup�rtat']a�it[�r; fla1[$stieissl�Ylq ,iea�rigrsl ri �_Zaslnuaradana6iifl�rnpasiFisectAn23116< atfrkFal3taTidfitit%{MSrIP# + �' :,r ;•'. taret� wir«,+aeaptirnrnane +Yneniriwrs? t � ?mu:t�ei ,uargrt *gdn >r:ai )�%; +si ,< iso Tlte�a�d insFs9ed,tnefabarsaiv !tnta$tmfpatEbt te:Wss,ia85lgr4';6f�t9ti� deetairi jof8ss{OneClo s� ;t”instYiwrca!1oacUotis�rid'4empdtsiyt�tippbRe„ _fa�lns`Fes¢�d•tnertiiieri�(listbb'.pdxY✓3ieteiiettpt�ta�ppiyM'tga�yttiaifuidto�>ha�{toss;tuts;deei�h�aril�igata�.U?efinal'�at;pat$atf: � Ii[�}1r< 'R. ,8F r1tE>ri'usar{(e�tgiied yiaradj�eeaixlth#Zq+�16a3Uf;andtet�isacedtair�e#df+Ns11TP#:1:' ++wF�u+►+! 18);8asei�iori•}fc�,tt{�tt; � _ .o�+smaotz.*�xix.a -bl?aK+ 3+1mar> +�4aae>ttodll' -,A)`It3E�lb< mpFmcrvddd+:uw saredMw�fiL tibia;:at`jrlr�t$s•theta/;eari9edt,IRioteaskar�l`tjaarfa�r( a ,+f�s�:ul7ha�i3naarastatefsn�ea�r'tr�:u,isidoameiit,< `uao<a.�.asea+�anuaroa�;ta�am,er nit' 1 Cstatatxi�isi7i�#lKle:1The�neii k4e* de"''agBpP�1)tous'eh. 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M AR r 'Yw 01 71 BEV,rg W * . ''"�ira�tu► �" J�, I�d gel $CC.I Eag.Bef ti ie, E - rr itd iapds I 5254 _( 6Y,364-6161`Pg- ,.(6t6� 36.�-4660. 03/07/2016 1.2.4.3 r t Electrical Load Calculation: MERCY HOMES INC Ref.NEC 2005/2008/2014,Article 220 Chapter 4, Optional Feeder and Service Load Calculations ��, • Modular Only yam+.a+:awyw•..�nv..w. Date: 06— Performed By: cemoyer Mfg: Muncy Homes Inc Model: li 2469 Air Conditioning 0 Central Electric Space Heating * 0 P 9 ( �;�:� x.65) Less Than Four Separately Controlled Electric Space Heating Units ( '° x.65) * 0 Four or More Separately Controlled Electric Space Heating Units ( 0 x.40) * 0 ft. of Elec Heat at 250 watts per ft= 0 total watts * Use the larger of the air-conditioning or the diversified demand of the heating load. Other Loads: , Wafts or Circuit Wire Voltage Watts Floor# Volt-Amps Ampacity Size General Lighting ( 7 sf* x 3)xs °N` 5280 15 14-2 120 Small Appliances ( 2 x 1500 ) 3000 20 12-2 120 Range = 40 8-3 240 Dishwasher ,: 0 0 Garbage Disposal V 0 0 Microwave 0 0 Washer 0i IS20 12-2 120 DryerT,r� 30 10-3 240 Furnace 0 0 25 10-2 240 Water Heater(shipped loose) h=f. -at Whirlpool ;`°,� ' "ry 0 0 Subtotal: 27880 *Total square footage per floor --- First 10 KW of other loads @ 100% = 10,000 watts 05 NEE - rtLLp Remainder of other loads @ 40% ( 17880 x.40) = 7,152 watts ca Heat Above: Hi watts sr -_ f , Total Calculated Load: = 17,152 watts '066215P Required Service Size: 17152 -240 = 71.5 Amps 07/25/18 Installed Panel Size = 200 Amps Warning: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. a z Window Schedule MUNCY HOMES, INC. WW .u.+a►.Ae .eo-s� Andersen Silver Line Series (DBL Hung) Ident. No. U Val Light Vent Type Max Fir Egress Material SHGC Area SF Clr SF 3037 0.29 4.95 2.61 DH 61.88 — Vinyl 0.25 3859 0.29 11.44 6.02 DH 143 6 Vinyl 0.25 V3U-BAY 0.28 26.26 9.57 Bay 239.25 — Vinyl 0.41 TRSM4812 0.27 8.27 — Trans — -- Vinyl 0.29 Door Schedule Ident. No. Size U Val S.F. Material Finish Type Glazing 30 30"xW' 0.20 — Steel PTD Blank 32 32"x80" 0.35 5.50 Steel PTD 9 Lite 36SL2 36"x80" 0.27 4.07 Steel PTD 2 Lite w/2 Sidelites 72VINYL 72"x80" 0.28 31.90 Vinyl Vinyl Sliding Glass(Silver Line) �r 07/25/18 Warning:It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Whole House Ventilation Supply Air Worksheet: 1-Story Job#: Construction: Date: 1st Story Area: k- MiA W FH N d N #of Stories: A ,,__,&7_ 1st Story Cig Height: #of Bedrooms: #of Fireplaces: Total Building Area- 0- Building Volume: N1 Air Change/Hour(ACH)Value: P (ACH x Volume) 60 minutes=CFM Provided: j."O tp, Additional CFM provided from Fireplaces: R:10' c Mil XN 6-250 Total CFM Provided: 07/25/18 CFM Required per 2012/2015 IRC-Table M1507.3.3 1 "�AgN Supply OK or NG:Irylrl,�ll,�,�"-ioilo,�."9'� Whole house ventilation exhaust is provided by a continuous run both fan. See electrical plan for the identified fixture locations and size. Manual J Table SA - Infiltration Air Change Values for Three or Four Exposures 'WC AWCW WOng.' InINUOM 4 'C 'Iti�dnw' Fliaut Aw 0*1�0 lip=MqFq 900 firGess• 907t tei-11M 450"W201M 200tilitSIM '3=14ellidAk A AtS_ 6Ar541 6,49 •643- :33 •1} Eorotle•addifibpal'fjraap'ias��dtl'��fgeta'fhealiove���pFar:a°va(uea�f:orlauo-nrmcreaddiftenattee�,ark='t0�fm{to�i�7ixlhea'tiwa.- 2012/2015 IRC-Table M1507.3.3(1) ,qC?N'nNE!QJ40WHOLJE-HOUSEJdECH AK1ILA'PdN,$YWrENA1RFLOW RAT"EQUkREME"TA NUNMEROPSERROOK9 1 4­5 �AIrn*In CFM 311 45r 010 '75, 901 45, 60' 75 91) 105 V,GQ,l-4,506 '60 7�' 0 1,jD5 120 4561­6,'00a 75 99 11015 120 '135 6,00,1-7,500 90' lips 124 123- 150 i>7,500 1-05 120 135 15a 1,63 Waming: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Prof6ssional Engineer, to alter this item in anyway. v IRC Braced Wall Program - Apolicabiiity Check - "Wind Design" 5?v. YA w . . x .. Ultimate Wind Speed: 4, •ter. ,iz.F. ��tcn` ,.�, F ..2,: :*« ",ary•' >F.a .e�• `.5`;,-. �'',- �ri�:..:sr:q.;:; ,=st:F�;;re::?=> q,f�.,.� .�: `L'",.f„ ��:`�`, .;,fib', ,^r T�.,, ,,.. r t; .�%:= �:� - ":�u:;:'.t,•?,c�.`': .:a .. y Model Snecific Information: Sales Division: k- ae $, ,° No.of Stories: TRa Designer: a; Townhouse?: Database No- r Wind Exposure Y Date: :- 4' €t .. ti Seismic Zone: .vz?'-A.¢•..,.Y'.' Footnotes for Braced Wall "Wind" Analysis Pages: 1) Braced Walls to be located in accordance with section R602.10 and a minimum of 20 ft from edge to edge of BWP (R602.10.2.2). 2) If Continuous Sheathing (CS-WSP) per R602.10.4.2 is used, Braced Wall Panels(BWP's)shall be required at each end of the Braced Wall Line, or 10'-0"away max with an 800 Ib hold-down at the BWP closest to the end of Braced Wall Line. Minimum BWP width dimensions shown in table have been _ interpolated from Table R602.10.5. '3) Required length of Braced Wall required interpolated from Table R602.10.3(1). Braced Wall total installed shall not be less than 4'in any one Braced Wall Line. 4) Andersen or MW Equivalents: 3037=24210, 3465=2852, 3857=3046,4237=34210, 4257= 3446, 2257= 1846, CW13=CW13. 5) A"glazed"door represents a Slider, French,or Patio door and uses the worst case (largest) opening for the nominal size given. 6) Method GB (Drywall Cladding), minimum panel lengths are 96"when drywall one side only, and 48"when drywall both sides (Table R602.10.5). 7) Framing Below: For Seismic Zones A, B, &C, fasten the bottom plate of Interior Braced Wall to joists or blocking below with (5)0.131"x 3-1/4"nails @ 16"o.c. Blocking shall be fastened to each joist w/(3) 0.131"x 3-114" nails each side(Figure R602.10.8(2)). 8) Framing Above: For Seismic Zones A, B, &C, fasten the top plate of Interior Braced Walls to the truss or blocking above with(5) 0.131"x 3-1/4"nails @ 16"o.c. Blocking shall be fastened to each truss bottom chord w/(3) 0.131"x 3-114"nails each side or 6"o.c.for continuous blocking per(Figure R602.10.8(2)). Footnotes for Braced Wall Analysis Pages: Alternate Braced Walls 9) For a 9'-0"high wall,Table R602.10.5 allows a 2'-8"wide ABW Method Panel to replace a 4'-0"wide WSP method panel. 4.0/2.67= 1.5= Multiplier used to determine Equivalent WSP BW Length when ABW panel exceeds 2'-8"in length. 10) For an 8'-0" high wall,Table R602.10.5 allows a 2'-4"wide ABW Method panel to replace a 4'-0"wide WSP Method panel. 4.0/2.33= 1.714=Multiplier used to determine Equivalent WSP BW Length when ABW panel exceeds 74"in length. 11) Exterior Sheathing Fastening for ABW Method Panels: 1 st Floor of 2-Story: 8d @ 4"o.c. Edge Fastening 3/8"Min.Wood Structural Panel 8d @ 12"o.c. Field Fastening I Sheathing Both Sides of WallF NIEF 1-Stry or 2nd Fir of 2-Stry: 8d @ 6"o.c. Edge Fastening 3/8"Min.Wood Structural Pan5, EtL / 8d @ 12"o.c. Field Fastening Sheathing One Side of Wall C 40 12) ABW Hold-downs Required for an 8'or 9'high wall, Seismic"C"max(Table R602.10. ). One-Story or 2nd Floor of Two-Story: 1800 Ib capacity 1st Floor of Two-Story: 3000 Ib capacity Lid Program Date: Created 3/24/2015 Program Revision Date: 4/98/2018 cid. Warning: It is a violation of the NYS Education Law Article 145 for any person, Q107/25/18 unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. ' Braces/Wall Analysis 2015 International Residential Code v Sales Division Database Designer Date No.of Stories Wind Speed Wind Exp. Seismic Premier Builders 32469 Darryl Mincemoyer 7/24/2018 1 134 C B Braced Wall Line: A Location:Rear Long Wall WindoW4 R.O. R.O.R.O. Quantity Min.CS-WSP Method Width Height BWP Adj to R.O.' 2757; 22.5" x 57.5° d' , '` ;3 "_" :1;Y« Floor Level Roof Pitch r' '•112 a= ,: 7a' ; S9'>' 22.5" x 59.5" Wall Height Mean Roof H i '•14:50ft 8tI3 30.5" x 37.5" BW Line Total Length Eave to Ridge Hgt 3449's, 34.5" x 49.5" 2x BW Llne SpaGng Btm.of Mod.to Ave.Grade::- F33 tt•I `'34651 < 34.5" x 65.5" :` =: "2544f.Sum of Openings in BWL o- 3565;" 35.5" x 65.5" ":. -.r:'. t•?..% ;!.zff: Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 38.5" x 57.5" �.<�,.% , ,: ";;;w�.', ,a;:, i >i::?t1=ff.i;'BWP Value reduction for Method WSP BWP's<4'wide(fable R602.10.5.2) 3859:. ' 38.5" x 59.5" No.of panels 42"wide No.of panels 36"wide a. .,a. '4231, 42.5" x 37.5" ;..,%;. ":,ti` " 26 46iti Sum of Openings&Walls Not Used as BWs In the BWL 42$71-7 42.5" x 57.5" ;; - (wS SS BW Method(Table R602.10.4) f•:::V LxM1I.13•.' 29.5" x 36.5" .`. :r:, •i,^ ?6 #t:%-Length BW Required(Table R602.10.3(1))' - x - "' >'. ` Alt.Braced Wall and Portal Frame Braced Wall-Length Adjustments >t :_ '=:� ,•, - x - :.,".,,; �" :>; ^. :`:��-�. %F<• �Length of CS-PF or PFG Panels in BWL .iiTa"-�h PF Method ^ ;<..M, 0 :`'<CS-PF or PFG Panel BW Length Adjustment x Length of PFH Panels In BWL gp';No,of PFH panels in BWL - x PFH Panel BW Length Adjustment ABW Panel Lengths" Door' :,044 Total Length of ABW Panels in BWL P�v--'11 34.5" x 82" c:i s:<dart= 01t: ABW Panel BW Length Adjustment „'36 ; 38.5° x 82" ('';' '. r• Ad'ustments: All values extracted or interpolated from Table R602.10.3(2 36 Sf1 s3.y 52" x 82" ;r';✓' "' :' Adj.for Exposure 65.5" x 82" Adj.for Eave-to-Ridge-Hgt :Segmented Wall Adjustment? S MVaze&W-: 60" x 82" F,x=" 9 ' 019W'-Adj.for Wall Height aft Adj.for 800 Ib HD each BWP 6',:414ze4;" 72.5" x 82" ,r7 -Tr:,a 333j5g 1.'4D :Adj.for#of Braced Wall Lines 96" x 82" Number of BWL's Parallel to BWL Being Analyzed "93Gat Dr``:: 108" x 82" 3'+":' R:, l: f ddi-;'Adj,for Not Fastening Interior Gypsum - 10'`Gdr t7r, 192" x 82" PP Y A I Adjustment? 1 Special E:'tit70 7 Adj to Remove Hor¢Shthg Seam Blocking-Not applicable to CS-WSPI x $a •;. �:" <x Horizontal sheathing blocking req'd for CS-WSP Method. z,: r,••x - -" xti Total BW Reguired AfterAdiustments -{ s- `:" F, x ; ; (=.' 7'?" 63xtt= BWAdjReq'd (6.5x1.2x0.9x0.9x1x1x1x1)=6.32 x :x _ ;> 54.tf:`BW Provided (54-26.46) Pass or Fall? se's,: Braced Wall Line: B Location:Front Long Wall Kr1ndoW4 R.O. x R.O. Quantity Min.CS-WSP Method Width Height BWP Adj to R.O.2 22.5" x 57.5" "x" Floor Level Roof Pitch; 7.' 112 j225S?, 22.5" x 59.5" Wall Height Mean Roof Hgt?;:9¢;58:ff; ;3097 x" 30.5" x 37.5" BW Line Total Length Eave to Ridge Hgt; 34.5" x 49.5" ? ?,' % -. "s,; t '.BW Line Spacing Btm.of Mod.to Ave.Grade:;`41,361t, `- 34,E:!', 34.5" x 65.5" G�:1 '±34k0 t,`Sum of Openings in BWL ;.3665• 35.5" x 65.5" ' '' "," `<.h r r!--�'Afd�",d Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) k 38571 38.5" x 57.6' p;r BWP Value reduction for Method WSP BWP's<4'wide(rable R602.10.5.2) 38.5" x 59.5" '% `-24;oI:r:::`„,; iynsF No.of panels 42"wide Na.of panels 36"wide 4237.,;=- 42.5" x 37.5" - 4',:°. X8:6?f(':Sum of Openings&Walls Not Used as BWs in the BWL j3; ;425T.' ' 42.5" x 57.5" :` :- f;x BW Method(Table R602.10.4) k Sstr"iNt3 ; 29.5" x 36.5" =; ,': ;, 77777 ?;-;B;S$ `Length BW Required(Table R602.10.3(1))3 z - u � k Alt Braced Wall and Portal Frame Braced Wall-Length Adjustments x - ; : s 77' r1&k-„Length of CS-PF or PFG Panels in BWL PF Method r - x - °t<s. `' 075-ft;!BWL length add for CS-PF wall(s)((1.5 x 1.5)-1.5). Table R602.10.5 x - I' 041,4;Length of PFH Panels in BWL EE No.of PFH panels in BWL Y - I x I - :Oyt PFH Panel BW Length Adjustment Doors ::.Xb}Y;=;-Total Length of ABW Panels in BWL ;32a%;• " ' 34.5" x 82" n- :0 >.'ABW Panel BW Length Adjustment l a; 9G: 38.5" x 82" = . .u.:°,: : Ad ustments: All values extracted or interpolated from Table R602.10.3(2 52" x 82" y. &'{ 0 :Adj.for Exposure 38PZ . 65.5" x 82" 09fj,,; Adj.for Eave-t.-Ridge-Hgt T10 Segmented Wall Adjustment? 60" x 82" `{`""s `.y > Adj.for Wall HeightQ Adj.for 800 Ib HD each BWP F%ti tf X 82" Adj.for#of Braced Wall Lines x 82" Number of BWL's Parallel to BWL Being Analyzed Adj.for Not Fastening Interior Gypsum 1.682" ori 2 EApply Adjustment? ,,: * 9At1. Adj to Remove Hon¢Shthg Seam Blocking-Not applicable to CS-WSPI i2 ''i: °' -'';,;;•„'.t4:ti'';:.;: Honzontal sheathing blocking req'd for CS-WSP Method. 111" t j j 6�" `''f'a 3:<''"` ;;.2#:fi:: Total BW Reguired After Adjustments i::. <: "'. ",• 6s32',1t, BW Adj Req'd (6.5 x 1.2 x 0.9 x 0.9 x 1 x 1 x 1 x 1)=6.32 11( WA BW Provided ((65-35.67)+0.75) Pass or Fail? .ter H t M16118 Warning: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. `r Braced Wall Analysis 2015 International Residential Code x Sales Division Database Designer Date No,of Stories Wind Speed Wind Exp. Seismic Premier Builders 32469 Daryl Mincemoyer 7/24/2018 1 134 C B Braced Wail Line: 1 Location:Left End Wall Window" R.O. R.O. Quantity In.CS-WSP Method Width x Height BWP Adj to R.O.2 °2257"= 22.5° x 57.5" „, _::.t Floor Level Roof Pitch ",T"; M2 iz'2 S9i 22,5" x 59.5" ";:: ;ti b =r8;ft Wall Height Mean Roof Hgt"`14F58 ft 36374" 30.5" x 37.5"iz '.'' 7172? tt"BW Line Total Length Eave to Ridge Hgt' X8'18* 3449';,;,;:`, 34.5" x 49.5" _r :urx°', G';," =>>,> j81 M25, BW Line Spacing Btm.of Mod.to Ave.Grade: ... =3465 E"rte 34.5" x65.5" m: j. ,' - fii08ti Sum of Openings in BWL `3585< 35.5" x 65.5" Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 7;; 38.5" x 57.5" r F x a^s,•' r a', ; :Q ;°<BWP Value reduction for Method WSP BWP's<4'wide(table 1602.10.52) 38.5" x 59.5" ZT, _P 1 No.of panels 42"wide fl;f,No.of panels 36"wide =•`•4297';;' 42.5" x 37.5" moi" _• ;y;; ;'4* ;iQ':SaL Sum of Openings&Walls Not Used as BWs in the BWL 42.5" x 57.5" BW Method(cable R602.10.4) 29.5" x 36.5" Length BW Required(fable R602.10.3(1))3 x "P y:: ".,;-'""` " Alt Braced Wall and Portal Frame Braced Wall-Length Adjustments x Length of CS-PF or PEG Panels in BWL t PF Method x ',.�Od CS-PF or PFG Panel BW Length Adjustment x - :� a j-;! :Qt(<a Length of PFH Panels in BWL 3:: No.of PFH panels in BWL x 'X,At PFH Panel BW Length Adjustment Doors eAftt-; Total Length of ABW Panels in BWL w 34.5" x 82" ":;;k,:7:� ;.`" •:<.'�33:5, ,� .`07ffr•,ABW Panel BW Length Adjustment 38.5° x 82" Ad ustments: All values extracted orintervalated from Table R602.10.3(2 T�17i-Z bsi1R'i; 52" x 82" €F A '. ZD:as Adj.for Exposure x,f;<38 12k,Rr; 85.5" x 82" ``"'n sM-- Adj.for Eave4o-Ridge-Hgt i!t�tit`'Segmented Wall Adjustment? ?':5gfazedu:' 60" x 82" f` -s9 <: ", O 9U:r Adj.for Wall Height flQ Adj.for 800 Ib HD each BWP 6`9laxed.' 72.5" x 82" Adj,fpr#of Braced Wall Lines 'z.Srglaiaid 96" x 82" L'±JlNlumber of BWL's Parallel to BWL Being Analyzed 8" 9?GaETc y 10x 82" '-" ""ro(,'<.'"> ^ •', 1:Q0'>r',Adj.for Not Fastening Interior Gypsum ;;' 6+'G0f Df•y 192" x 82" E" '' ;u' r ;t; Ap a ply Adjustment? Special ` js"40,?i Adj to Remove Harz Shthg Seam Blocldng-Not applicable to CS-WSPI Horizontal sheathing bloclung req'd for CS-WSP Method. �:r�-, _:': °`< ' r x 4'?hiF>r ';: ' =S; Total BW Required After Adjustments x ; 4t:r- 1,,-BWAdjReq'd (3.06x1.2x0.9x0.9x1.45x1x1x1)=4.31 ,!V626It BW Provided (27.5-10.8717) Pass or Fail? " Braced Wail Line: 2 Location:Right End Wall Wndow4 R.O. x R.O. Quantity Min.CS-WSP Method Width Height BWP Adj to R.O.- `2257:'' 22.5" X 57.5" � ,i S< M .-x ;` „li " < Floor Level Roof Pitch i r 7;,, 112 22.5" x 59.5' ?n 'I;„;` }# :- ";t .„ -0`4,W;,i Wall Height Mean Roof Hgt?,a'IaLl5ttgft'% -PZ0&7t R=`i 30.5" x 37.5" ;r r>` E=iu%s' _ r tom;BW Line Total Length Eave to Ridge Hgt 34.5" x 49.5" %zs'N <''.;r' > `= ' m X26 92? BW Line Spacing Btm.of Mod.to Ave.Grade:i3 i 33ift =3465 34.5" x 65.5" tx-, '>, :, `> 4`,z8s4 tri'Sum of Openings in BWL ? fl»a:<"' N< r �:"Q�1 =Non-Quallfymg Panels in BWL(&or Portions of Wall Not Used as BWP) 35.5" x 65.5" 3857?;;.::` 38.5" x 57.5" Y ;;"- "'--,H-'; '^ c, 0:ft..;".BWP Value reduction for Method WSP 8WP's<4'wide(fable 1602.10.5.2) 3858- 38.5" x 59.5" °; ^•24 0>` f;Qs No.of panels 42"wide {dA, Na,of panels 36"wide 42.5" x 37.5" S3$741L-Sum of Openings&Walls Not Used as BWs in the BWL 42.5" x 57.5" 3' � 5=� BW Method(fable R602.10.4) 41tdl13Gy' 29.5" x 36.5" F` ;`` Y 1:6;78;$: Length BW Required(cable R602.10.3(1))3 x AIL Braced Wall and Portal Frame Braced Wall-Length Adiustments x Length of CS-PF or PFG Panels In BWL PF Method x777-77-77 ;`•"OdY CS-PF or PFG Panel BW Length Adjustment '" 70 Length of PFH Panels in BWL t;:O o No of PFH oriels m BWL s k: - s: Ew s• 9 P x '•Orfl `r3 PFH Panel BW Length Adjustment Door' Total.'tl'Jt;��Total Length of ABW Panels in BWL 34.5" x 82" t> i"' f` =.; fit.'"ABW Panel BW Length Adjustment 38.5" x 82" _ ; ;^,; u;-- "-fib Ad ustmeMs: All values extracted or Interpolated from Table R602.10.3(2 52" X 82" i' n t="s` .>3`.�:2Q Adj.for Exposure 38`s12"'Y i 65.5" x 82" ?;;;t;'^;`,:,:sem? _ 'O fir:Adj.for Eave to-Ridge Hgt Segmented Wall Adjustment? x BZ" :rte; a ",;;i>r'„:`.;' utT9pz< Adj.for Wall Height kTWd Adj.for 800 ib HD each BWP e x 82" Adj.for#of Braced Wali Lines 82" ag;`'}i" ssr=:`'>�;;;;, >?;��,: �;.=; Number of BWL's Parallel to BWL Being Analyzed ft`%DY,,' 62" m "3, G, _," t:DA Adj.far Not Fastening Interior Gypsum 16'Gacflr q 19k I XX 82" "># ->fi-, A E`Apply Adjustment? 44ci;[W.A. N xe 11 r i w-,,Adj to Remove Horiz Shthg Seam Bloclang-Not applicable to CS-WSPI �,, _, y• ' ;; k s`', a:;;:'�• 1Elii;Horizontal sheathing blocidng req'd for CS WSP Method. �} a •' '^ `.'Z<"-''^ =- Total BW Renuired After Adjustments :9'561::BW Adj Req'd (6.78 x 1.2 x 0.9 x 0.9 x 1.45 x 1 x 1 x 1)=9.56 %:,2 .4:s BW Provided (27.5-6.67) (� QP\ 1} Pass or Fall? 5/18 Warning: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Braced Wall Analysis 2015 International Residential Code Sales Division Database Desioner Date No-of-stories Wind Speed Wind Exp. Seismic PremierBuilders 32469 Dairyl Mincemoyer 712412018 1 134 c B Braced Wall Line: 3 Location:Interior Braced Wall WindOW4 Width x Height Quantity 22b) 22.51, x 57.5' Floor " Level Rooi`Prtch�. :112 A'Wall Height an Roof H. ',',J4Z8ft Hgt 22.5" 59.5" 4 Me 30.5" X 37.5" .J -JIV,_ BW Line Total Length Eave to Ridge Hgd,*�-AW4 '11: 92r4X 34.511 x 49.5" BW Line Spacing Btrn.of Mod.to Ave.Grade: UJWx 65.5" z. "'41t Sum of Openings In BWL ; 34 5" 777iiss, x 65.5" Non-Qualifying Panels In BWL(&or Portions of Wall Not Used as BWP) 38. x 57.5" BWP Value reduction for Method MP BW3's<N wide(cable R602.10.5.2) 3859 V4kt,4 No.of panels No.of panels 36"wide 38.5 x 59.5" 42"wide :4237',,'-9� 42.5" x 37.5" J Sum of Openings&Walls Not Used as BW's in the BWL 772fi!'2,;i 42.5- x 57.5' BW Method(rable R602.10.4) JC3 29.5 x 36.5' A Length BW Required(cable R602.10.3(1))3 YA T 'i x Alt Braced Wall and Portal Frame Braced Wall-Length Adiustments Length of CS-PF or PFG Panels In BWL x PF Method CS-PF or PFG Panel BW Length Adjustment x 'I,WIS", Length of PFH Panels in BWL J, x MINo.of PFH panels In BWL PFH Panel BW Length Adjustment Door" �Vft:,Total Length of ABW Panels in BWL >, `W,' 34.5" x 82" ABW Panel BW Length Adjustment 38.5" x " 82Adiustm ts: All values-extracted or iota plated from Table R602.10.3(2 _15 ) 52" x 82" 0,,' Adj.for Exposure z 65.5" x 82' Adj.for Eave-tG-Ridge-Hgt Segmented Wall Adjustment? ;% 60" x 82" Adj.for Wall Height -006 Adj.for 800 lb HD each BWP 4 72.5" x 82" Adj,for#of Braced Wall Lines 96" x 1 82" Number of BWL's Parallel to BWL Being Analyzed SrGdrDr,,,.; x 1 82" r­?,Jg()G,,.."' Adj.for Not Fastening Interior Gypsum 192" x 82" :E]Apply Adjustment? Special ;`=Adj edge fastening to 4"o.c.and block horizontal seams for GB Method. x If 4'edge fastening and horizontal blocking Installed,apply adjustment? x Required After Adlustments Xx A , BWAd'Red (11.53xi.2xO.9xO.9xi.45xlxixl)=16.25 Wa577 BW Provided (27.5-1.6667) + X Pass or Fail? Braced Wall Line: 4 Location:IntedorB2ced Wall W1ndoW4 R.O. x R.O. Quantity width Height x 57.5" W Floor Level Roof Pitch /12 F A 12 W, 22.5" x 59.5" Wall Height Mean Roof Hgt 091". 773057." WX x 37.5" 2*ftn:BW Line Total Length Eave to Ridge Hgt '$301t,', Btrn.of Mod.to Ave.Grade. 41212*11 34.5" x 49f" BW Line Spacing :3185 1 34.5" x 65.51 L^:z:.' 04f3 Sum of Openings in BWL "3505i, 35.5 Non -Qualifying 65.51, 'T"A" -Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 38.5" x 57.5" `�i BWP Value reduction for Method V%1SP BWP's<4'wide(Table R602.10.5.2) E38.5. 59.5" No.of panels 42"wide E No.of panels 36"wide -4237, 42.5" x 37.5" �l Sum of Openings&Walls Not Used as BW's in the BWL 42.5" x 57.5" BW Method(cable R602.10.4) 29.5' x 36.5" Length BW Required(Table R602.10.3(1))3 x Alt Braced Wall and Portal Frame Braced Wall-Length Adiustments x Length of CS-PF or PFG Panels in BWL PF Method X CS-PF or PFG Panel BW Length Adjustment xkp Length of PFH Panels in BWL �No.of PFH panels in BWL x PFH Panel BW Length Adjustment Door' `s`6-jr' Total Length of ABW Panels In BWL 84W '3Z 34.5" x 82' ABW Panel BW Length Adjustment 38.5" x 82 Adiustrn is: All values extracted or Interpolated from Table R602.10.3(2) 52" x 82" 1 2W Adj.for Exposure 65.5" x 82" Adj.for Eave-to-Ridge-Hilt t Segmented Wall Adjustment? X 82" 'rt 01MI, Adj.for Wall Height EgAdj.for 800 lb HD each BWP " 82' 445"'1A&;r Adj for#of Braced Wall Lines _17W 82' Number of BWL's Parallel to BWL Being Analyzed 2" WO; Adj.for Not Fastening Interior Gypsum 92 as Apply Adjustment? Adj edge fastening to 4'o.a and block horizontal seams for GB Method. it if 4-edge fastening and horizontal blocking Installed,apply adjustment? ' X a Total BW Reaulred After Adiustments _"y I-alit" BWAdj Req'd (13.57x 1.2xO.9 xO.9x I 45x I x 1 x 1) 19.13 '4W ,ftiBWProvfded (27.5-5.0417) Pass or Fall? Warning: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. fi CS-WSP/WSP SHALL BE CONmucr D PER TABLE BELOW MINIMUM NAIL MINIMUM MINIMUM MAXIMUM PANEL NAILING ULTIMATE DESIGN WIND SPEED Vult WOOD NOMINAL WALL SPACING (MPH) STRUCTURAL PANEL STUD SIZE PENETRATION PANELSPAN THICKNESS SPACING EDGES FIELD WIND EXPOSURE CATEGORY (INCHES) RATING (INCHES) (INCHES) (INCHES (INCHES B C D O.C.) O.C.) 6d Common 1.5 24/0 3/8 16 6 12 140 115 110 (2.0"x0.113") 16 3 6 140 140 140 Sd Common 1.75 24/16 7/16 16 6 12 170 140 135 (2.5"x0.131") 24 16 12 140 115 110 ^ SP 07/25/18 Warning:It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way INDEX MODE LIST NUMBER DESCRIPTION DATE 5—Afro—F SHEET AWN REVISION NUMBER DESCRIPTION M"BIN DATE OF RANCH - 1 FRMILY In COVER SHEET 3-22-91 8-18-2017 7a CROSS SECTION for 2a,h,q 3-22-91 6-01-2016 26 CAPE - 1 FAMILY rp 7a12c RAISED RANCH - 1 FAMILY 2a TYP RANCH PLAN 3-22-91 6-01-2016 7e_2 SERVED FOR LATER USE 2d RANCH—Fl I - 1 FAmnJP D 2b TYP CAPE PLAN 3-22-91 6-01-2016 ALTERNATE BRRCED WRLL 2e RANCH TEE - 1 FR ICY U I 2c TYP RAISED RANCH 3-22-91 6-01-2016 7e-3 DETAILS 11-1 2005 8-18-2017 2f SPLIT LEVEL ELL - 1 FRMILY { 2d TYP RANCH ELL 3-22-91 6-01-2016 ALTERNATE BRRCED WALL 2 =51T EVEL - 1 FRMILY 2e TYP RRNCH TEE 3-22-91 6-01-2016 7a'4 6 01-2016 DETAILS �� 2h I RANCH 71 1 or 2 FRMIL AUG 1 3 2018 2f I TYP SPLIT LEVEL ELL 3-22-91 6-01-2016 ,7b _ CROSS SECTION for 2b 3-22-91 6-01-2016 Z RAISED RANCH - 1 or 2 FRMILY 12g I TYP SPLIT LEVEL TEE 3-22-91 6-01-2016 7c CROSS SECTION for 2c,1 3-22-91L 6-01-2016 21 2 STORY - 1 FAMILY RRNCH- 1 STORY- 1 FRMILY 7d CROSS SECTION for 2d a 3-22-91 6-01-2016 2k 1 2 STORY - 2 FAMILY RTTACHED OR 2 FAMILY 3-22-91 6-01-2016 79 CROSS SECTION for 2fQA 3-22-91 6-01-2015 2k_L `2 STORY UPPER/LOWER - 2 FAMILY �T gg RAISED RRNCH- I. FAMILY 7F CROSS SECT. for Z,k k1,n 3-22-91 6 OI-2016_ 21 END TO END SPLIT - 1 FAMILY ATTACHED OR 2 FAMILY 3-22-91 6-01-2016 7f_2 CROSS SECT. for 2s 2-15-1995 6-01-2016 2m CONTEMPORARY 2 STORY - 1 FAMILY 21 1 TYP 2 STORY 3-22-91 6-01-2016 79 9/12 OR 12/12 ROOF OPTION 3-22-91 6-01-2016 2, SINGLE FAMILY ATTACHED - 1 FAMILY 2k 2 STORY- 2 FAMILY 3-22-91 6-01-2016 79-1 12/12 VRULTED ROOF OPT. 1 3-22-91 6-01-2016 20 _1 MODULE RANCH --I FAMII Y 2k1 2 STORY UPPER/LOWER 2 FAMILY 6-14-93 6-01-2016 79_2 7/12 VAULTED ROOF OPT. I 8-10-2006 6-01-2016 2p 1 MODULE WIDE 2 STORY - 1 FAMILY 21 END TO END SPLIT LEVEL 3-22-91 6-01-2016 79_3 VAULTED ROOF FRAMING DET 10-31-200815-01-2016 2q 3 MODULE RANCH - 1 FAMILY 2m TYP CONTEMPORARY 2 STORY 3-22-91 5-01-2016 7h CROSS SECTION for 2m 3-22-91 6-01-2016 2r SALT BOX - 1 FAMILY 2n i FAMILY ATTACHED- 2 STORY 3-22-91 6701-2016 71 OPT. CROSS SECTION for 2' 3-22-91 6-01-2016" 29 3 MODULE 2 STORY - 1 FRMILY 20 TYP SINGLE MODULE RRNCH 3-1-93 6-01-2016 71 ALTERNATE CONST. DETRILS 3-22-91 6-01-2016 2t RLTERNATE 2 STORY - I FAMILY 2p TYP SINGLE MODULE 2 STORY 3-1-93 6-01-2016 1 1 7k ALTERNATE CONST. DETRILS 3-22-91 6-01-2016INDICATES MODEL 6 PAGES 2 3 MODULE RANCH PLAN 3-22-95 6-01-2016 71 RLTERNATE CONST DETRILS 3-22-91 6-01-2016 X CONTAINED IN SET THE SET 2r SALT BOX 3-22-95 5-01-2016 7m RLTERNRTE CONST. DETAILS 3-22-91 6-01-2016- - NOT�1N =OF �C�DV R 34EET 2s 3 MODULE 2 STORY PLAN 2-13-95 6-01-2016 7n ALTERNATE CONST. DETAILS 3-22-91 6-01-2016 DRAWINGS SUBMITTED ON LESS THAN 24°■3E 2t ALTERNATE 2 STORY 3-22-95 6-01-2016 70 CROSS SECTION for 20 3-1-93 6-01-2016 SHEETS HAVE BEEN PHOTOGRAPHICALLY REDUCED. 74F CROSS SECTION for 2R 3-1-93 6-01-2016' 2E_l OPTIONRL ELEVATIONS 3-22-91 6-01-2016 2E2 OPTIONAL ELEVATIONS 3-22-91 6-01-2016 an I FRRMING DETAILS 3-22-91 6-01-2016 8b FRRMING DETAILS 3-22-91 6-01-2016 Be FRAMING DETAILS V-2 - 6-01-2016 ii r I E: y 1:1 r*A E:= !3 3e SCHEDULES b NOTES 3-22-91 8-18-2017 Ed FRRMING DETRILS -98 6-01-2016 3b SCHEDULES d NOTES 3-22-91 0-18-2017 ge FRRMING DETAILS -0 6-01-2016 STRUCTURRL SCHED. 6 NOTES 6-01-2016 8e1 FRAMING DETAILS -2013 6-01-2016 3c 35 - 65 PSF GSL 3-1-93 8f FRAMING DETAILS fi-01-2016 3c1 STRUCTURAL SCHED. 6 NOTES 3-1-93 5-01-2016 65 - 90 PSF GSL 9e FIRE RRTED ASSEMBLY DETAILS 3-22-91 6-01-2015 2 FRMILY 4a FOUNORTION for 2n,b,l m 3-22-91 6-01-2016 9b FIRE RATED ASSEMBLY DETAILS 3-22-91 6-01-2016 1 E: 4b FOUNORTION for 2c 3-22-91 6-01-2016 2 FAMILY ACS 4c FOUNDATION for 2d,e 3-22-91 6-01-2015 FIRE RATED ASSEMBLY DETAILS 9c 3-22-91 5-01-2016 t 4d FOUNDATION for 2rA 3-22-91 5-01-2016 UPPER/LOWER - 2 FAMILY t 4e FOUNDATION for 2h k,k1 3-22-91 5-01-2016 9c1 GARAGE FIRE RATED ASSEMBLIES 6-0L-2016 --' 4f I FOUNDATION for 21 3-22-91 6-01-2016 GFRRGE FIRE RATED FSSETIB_IES 6-01-2016 *f jG 49 FOUNDATION for 21 3-22-91 6-01-2015 9d ZERO-LOT-LINE FIRE RATED 11-18-96 5-01-2015 �AesT►� — 4h FOUNDATION for 2n 3-22-91 6-01-2016 ASSEMBLY DET - 1 STORY 41 FOUNDATION for 2o, 3-1-93 5-01-2016 ZERO-LOT-LINE FIRE RATED 9/w17 #1 FOUNDATION for 2 3-22-95 6-01-2016 gB ASSEMBLY DET. - 2 STORY 11-18 96 601-2016 4k FOUNORTION for 29 4-23-201()6-01-2016 9f I THRU-PENEIRRTION RSSY 4-01-2013 5-01-2016' Sa ELECT 6 HEAT for 2e 3-22-91 6-01-2016 Sb ELECT b HERT for 2b 3-22-91 5-01-2016 On _ATTIC HVRC DUCT SYSTEM 3-22-91 6-01-2016 SPACE RESERVED FOR THE NEW Y=STAMP OF APPROVAL DESIGN LORDS MUNCY HOMES, INC. - PLRNT LOCRTIONS NOTES SC ELECT 3 HERT for 2c 3-22-91 6-01-2016 10b TYPICAL HVRC DUCT SYSTEM 4-1-97 FLOOR: 40 PSF LIVING - 30 PSF SLEEPING PLANT NUMBER 1 SALES DIVISIONS: L OI5EMODELS(DANS HAVING THE SAME SPECIFIC Sd ELECT 6 HEAT for 2d,e,F, 3-22-91 6-01-2016 RANCH AND CAPE MODELS 6-OL-2D16 STAIRS: 40 PSF 1567 PR ROUREVERSED 442 MUNCY HOMES OR REl'ERSED AODM ARRANGEMENT ArmroR Se ELECT d HEAT For 2h 3-22-91 6-01-2015 TYPICAL HVAC DUCT SYSTEM ARCHITECTURAL STYLE]SMALL BE PREPARED FROM loc. 4-1-97 6-01-2016 DECKS AND BALCONIES 60 PSF MUNCY, PR 17756 SUPERIOR BUILDERS THESE DRAWINGS WITH OUT MODIFICATION.ADDITION Sf ELECT b HERT for 21 3-22-91 6-01-20162 STORY MODELS PREMIER BUILDERS OR DELETION IN ANY MANNER. 59 ELECT d HEAT for 21,k 3-22-91 6-01-2016 RTTICS WITHOUT STORRGE: 10 PSF PLANT NUMBER 2: Z. BATH,TOILET AND SHOWER ROOM LAYOUTS SMALL BE ATTICS WITHOUT STORAGE ARE THOSE 1555 PR ROUTE 442 DERIVED FROM SHY 6e.MINIMUM FD(TURE CLEARANCES 591 ELECT 6 HEAT_for2k-16-24-93 5-01-2016 WHERE THE MAX. CLEAR HEIGHT BETWEEN MUNCY,PR 17756 LIGHT PM VENT SHALL BE COMPLIED WITH.SEE Sh ELECT 6 HEAT for 21 3-22-91 6-01-2016 JOIST AND RAFTER IS LESS THRN 42 MMD41MUUMM ROOM DIMS,AREAS,UGIT.VENT AND EGRESS INCHES, OR WHERE THERE ARE NOT 2 OR PLANT NUMBER 3: FOR HABITABLE SPACES SHALL BE COMPLIED Wi7Rt 51 ELECT d HEAT for 2m 3-22-91 6-01-2016 MORE ADJACENT TRUSSES WITH THE SAME 1567 PR ROUTE 442 3. KITCHEN LAYOUTS SNAIL BE OERIVEO FROM BHT S. Si ELECT 6 HEAT for 2n 3-22-91 6-01-2016 WEB CONFIGURATION CRPRBLE OFMUNCY, PR 17756 MINIMUM LIGHT AND VENT SHALL BE COMPLIED WiM Sk ELECT 6 HEAT for 20 3-1 93 6-0L-2016 MINIMUM ROOM DIMS,AREAS,LIGHT,VENT AND EGRESS CONTAINING A RECTANGLE 42 INCHES HIGH FOR HABITABLE SPACES SHALL BE COMPLIED Wrni 51 ELECT d HEAT for 2pr 3-1-93 6-01-2015 BY 2 FEET WIDE OR GREATER MODULES TO BE MANUFACTURED BY 4-MMRJII�ROOM BE AANY�EAS,LIGHT�VENT AND EGRESS Sm ELECT d HEAT for 2 3-22-95 6-01-2016 MUNCY HOMES, INC FOR HABITABLE SPACES SHALL BE COMPLIED WITH DEPARiMENTOFSTATE ATTICS WITH LIMITED STORAGE: 20 PSF CLOSETS OR STORAGE AREAS SIZED AS MABLTRBLE Sn ELECT d HEAT for 2r 3-22-95 6-01-2015 DIVISION OF BUILDING STANDAROSAND CODES ATTICS WITH LIMITED STORAGE AND USE GROUP: DETACHED ONE d TWO FAMILY DWELLINGS SPACE SHALL COMPLY WITH HABITABLE SPACE MY So ELECT for 2s 3-22-95 6-01-2016 u�' st a;M 1 AND/OR TOWNHOUSES setup oFAppmnitara9y�MadNvrampm.l CONSTRUCTED WITH TRUSSES, THIS LIVE REQUIREMENTS.SEE SHT 6a. S. FOR DOOR AND WINDOW SCHEDULES,ENERGY SUMMARY, S HEAT for 2s 3-22-95 6-01-2016 LOAD NEED ONLY BE APPLIED TO THOSE CONSTRUCTION TYPE: V-B UNPROTECTED M1387 2017-123 10/20/2017 SEE DRAWING 3a FOR SECOND FLOOR STAIR DETAILS,PORTIONS OF THE BOTTOM CHORD WITH NOT FOR LOCATION OF THIRD PRRTY LABEL SEE DRAWINGS 7b.7f.7h,71,7 Sq ELECT for 2t 3-22 95 6-01-2016 Mendaceoera No. AppOatlon Na DaedAq mia LESS THAN 2 ADJACENT TRUSSES WITH CERTIFICATION LABEL AND DATA PLATE, SEE 0. NFPR 130 FIRE SPRINKLER SYSTEMS Oi3131 6 2,NYS Sr NEAT for 2t 3-22-95 6-01-2016 Non�TlGeppcNb.ppBubemrymammopmanudtl�bmr d THE SAME WEB CONFIGURATION 2017 URS)ARE REDD FOR 1 6 2-fRMILY DWELLINGS AND CONTAINING R RECTANGLE 42 INCHES GENERAL NOTES - 2, NOTE =7, SHT 3b. TOWNHOUSES WHEN THE BUILDING HAS A HEM HT of m.1m r. em d tsar/ ymm�" HIGH BY 2 FEET WIDE OR GREATER. D 3-STORIES ABOVE GRADE PLANE ma�mr�^o.eppo ddaamsAa RPPI TrI;BI F f'OOFR 6 STANDAROSI• D Z-STORIES ABOVE GRADE PLANE 6 HABITABLE ATTIC wt8rwba mull lwwwaNelbsbclrm.rmrmnmeomml ATTIC SPACES SERVED BY R FIXED STAIR 3)3-STORIES ABOVE GRADE PLANE s HABITABLE ATTIC C NOUS R -22-91 6-01-2016 SHALL BE DESIGNED TO SUPPORT THE - 2015 IRC WITH SPECIFIC CODE PRINTINGS, DEFINITION 8202 BASEMENT.R STORY THAT 15 NOT s ey MINIMUM LIVE LORD SPECIFIED FOR APPENDICES, 6 REF'D STRNORRDS AS IDENTIFIED A STORY ABOVE GRFLDE PLANE. (51M ALSO"STORY U B G - M 3-22-91 8-18-2017 IN THE 2017 UNIFORM CODE SUPPLEMENT NCS). ABOVE GRADE PLANET )dm/LAdEaAo PE�AtlNg Duemr SLEEPING ROOMS (30 PSF). -DEFINITION 8202 STORY ABOVE GRADE PLANE ANY STORY Bb-1 P6UMBING For k,k 3-10-97 6-01-2016 WIND: 35G, EXP C (std) EXP. D (opt) WITH SPECIFIC CODE PRINTING, APPENDICESS,, - NYS 2016 ENERGY CODE - REF THE 2015 IEHAVING ITS FINISHED FLOOR SURFACE ENTIRELY ABOVE 6c I PLUMBING for 2m n 3-22-91 6-01-2016 GRADE PLANE, OR IN WHICH THE FINISHED SURFACE OF 90 - 120 mph NOMINAL (Vasd) b REFI STRNORRDS AS IDENTIFIED IN THE 2016 THE FLOOR NEXT ABOVE IS EITHER OF THE FOLLOWING 116 - 139 mph ULTIMATE (Vuit) ENERGY CODE SUPPLEMENT (ECS). ALL 2016 UCS D ENTIRE FLR MORE THAN 6 FT ABOVE GRADE PLAW_ MASTER SERIES 140 mph ULTIMATE 6 TOPOGRAPHIC WIND REFERENCES IN THE NTS 2016 ENERGY CODE SHRILL 2)MORE>� TME ABOVE��E PLA FOR MORE EFFECTS REQUIRE ENGINEERED DESIGN INSTEAD REFENCE THE 2017 UCS. 3)MORE THAN 12 FT ABOVE FIN GROUND LEVEL AT INDEX ENERGY CONSERVATION COMPLIANCE SHALL BE ANY ONE POINT. GROUND SNOW LORD - Pg: 35 - 90 (FIG R3OL2(S)) THROUGH CHAPTER 1L COMPUTER SOFTWARE RS (WHEN BASED ON THE OF INCLUDING CONSIDERED ATIN BASEMENT COVER SHEET PROVIDED IN SECTION NL102.L5 - REScheck. (BAS D O BASEMENTS,AND THE NEXT 2TRRO 5 ABOVE SEE AS BUILT FLOOR PIAN FOR WIND RIND RESChaek CALCULATIONS SHALL BE DONE FOR EACH WALARE STORIES ABOVE GRAOE PLANE(BRSED ON THE SNOW DESIGN LORDS UNIT AND SHALL BE PROVIDED TO THE RUTHORITY DEFDNiTION).AN AUTOMATIC FIRE SPRINKLM SYSTEM 15 MUNCY HOMES, INC. HAVING JURISDICTION. "NOT"REQUIRED. - RSHRRE 90.1-2013 (AS INDENTIFIED IN THE 2016 EC5) WHEN THE IST OF 34EVELS(WHETHER INHABITED OR 1567 PR ROUTE 442 SEISMIC DESIGN CATEGORY: B, COR 00 - UNUSED UNDER-LR SPACE)IS CONSIDERED A STORY MUNCY, PR 17756 WNHOUSES SHALL BE DESIGNED TO SEISMIC - NEC 2014 ABOVE GRACE PLANE RBASM ON THE OEFPTHITION)AND THE OR 00 PER 8301.2.2. DETACHED ONE RNO - NFPR 13D 2015 NE71T 24-EVELS ABOVE ARE ALSO STORIES ABOVE GRADE TWO FAMILY DWELLINGS LOCATED IN SEISMIC - ASCE 7-2010 PLANE(BASED ON THE DEFINITION),AN AUTOMATIC FIRE DRN BY ORTE SCRLE I REV. HT NO. DESIGN CATEGORY C ARE EXEMPT FROM THE - NDS 20157 - S ER SYS13REQUEREW ASSEMBLIES, ORANING57 9- DATABASE NAME SEISMIC REQUIREMENTS. Ol\lam/ MJL 3-22-91 NONE 8-18-2017 la # m Md HaAn s.Ie D.C.ON SITE RIDGE TO RD)GE DETAiI u7 DFTATI m11 • FIELD WORK FI FIELD WORK 4 6 5/12 ae SON LSTA36.209 STRAP OR 4 6 S/12'28W mFoa SIMPSON LSTA36,209 STRAP OR EOISL OVER RIDGE 6 m 48"o.r: EDURL OVER RIDGE 6 FLIP CONNECTION m 4B'o.a RIDGE BERM I6d NAILS m 3 I/2 O.G MAX.WITH m Wd NAILS PER SS CSITEJ. CONT.RIDGE VENT,SEE MITE-1 MAX WITH CD IOd NAGS PER LEG INTO TRUSS(SrM Cil 111d NAILS 18'D.C.ON SITE RIDGE TO NORIZ PLATE TO VERT.PLATE 7/12 09.1-W)6 S/12 Q1Wt SIMPSON STRAPS OR RIDGE BEAM 7/12(ALL W)6 5/12 mW): SIMPSON LSTAIB.209 STRAPS OR BETWEEN TRUSSES LSIM EaLPL OVER RIDGE 6 FLIP CM44MTIONS m 48'oc. Zx4 SFF-3 CR E:QURL EQUAL OVER RIDGE 6 FLIP CONNECTIONS m 44EP°.a CONT.RIDGE VENT,SEE MAX WITH M 10d NAILS PER LEG WM 1x4 MAX.WITH m Md NAGS PER LEG(SI7D. SCSI SPF• PR(BY 0 1 OR 24 O.C. ALT.CONNECTION FOR 4 6 5/12 CZBW MRK)ROOFS: IFA OF THE 2.4 ALT.CONNECTION FOR 4 6 5/12(29W MFW ROOFS TPA OF THE SEE SPECIFICATIONS MANUAL �_�� RIDGE STRIP,A 2x4 COLLAR TIE MAY BE INSTALLED W/(4l 10dIDd NRD_5 m SZ O.C.PLATE TO PIJATE(SLID RIDGE STRAP.A Zx4 COLLAR TIE MFlY H IIJSTFLLEO W/(47 1114 FOR TRUSS DESIGN DRAWINGS NAILS EACH EM)JUST BELOW THE 2.4 CONTINUOUS PLATE WARE NRIS EACH EMD JUST BELOW THE 2.4.CONTINUOUS PLATE WHERE Zx4 THE FLIP AND TRUSS TOP CHORD MEET. THE FLIP AND TRUSS TOP CHORD MEET. NRI.m 12°OC. ALT.CONNECTION FOR 7/12 BALL W)d 5/12 ORA)ROOFS LP-0 --- ALT.CONNECTION fOR 7/32 WL.L M S 5/]2(31W) -- TO PLATE THE RIDGE 57RRP,R 2.4 COLLAR TIE MAY H IIN5TRlJJD OJS LATERAL BRACING TO Ig THE RIDGE STRAP A 2x4 COLLAR TIE MRT BE -2x4 __ (SITE] CONTINUOUS LATERAL SRRCING TO BE W/(4l 10d NAILS EACH ETI JUST BELOW THE RIDGE BADS. EO ED.ATTACH WITH CO Bd NAILS W/f4)IDd NAIlS�EPCH END JUST B GE LADS. EDUALLY SPACED,ATTACH WITH m Bd NRD-5 AS R SUBSTITUTION FOR THE STRAP COML•ECTII'D THE TRI15B DETAIL s6 AS A SUBSTITUTION FOR THE CTING THE TRUSS HINGE,SEE OETRL•6 TRUSS TOP CHORD TO THE FLIP RAFTER,A Zx4 PRE-MWNUFA TRIES TOP CHmn TO RAFTER.A 2x4 COL.L FR-TIE MAY BE INSTALLED W/(4)10d (31.OTHERS)AT I6',192 G COLLAR-TIE W/(4)10d HAILS EACH END JUST BELOW THE 2x4 FOR FRSTF]VpNG. 2x3 BRACE FACTORY) SEE SPECIFICATIONS MANUAL FO JUST BELOW THE Zx4 SO.E F'I1NTE FOR FA57FNING. SIMPSON MT532 RAFTER DETAIL 2x3 BRRCE S DETAIL ill 12 TIE-DOWNS OR EQUAL TRUSS TOP CHORD MEET.CONT PLATE WHERE THE FLIP AND --_-___--- A (roll KING POST __ _-___ TRUSS DESIGN DRAWINGS WHERE THE CHORD MEET.FLIP SPACED 48'QC.(SITE) _ 'n6 - r.- 12 KING P05T AND SITE) —�4,5 OR 7 KNEEWRL.L KING POST KING POST KNERNALL SIMPSON MTS2 INSULATION 1/Y OR 5/8'GYPSUM BOHFta OPT.CATHEDRAL OOF DJSULATlON UrIT 0V AND 2 lWIDE ROOF INSULATION FOR 24'AND 25 WIDE . (WHEN NO RAFTER 4 OR ]/2°OR 5/B GYPSUM BOR CONT'.PLATE UNIT OVERHANG DETAILS. KING POST EQUAL,m 4FP BAFFLE TYP. TYPICAL 2x4 QQ 2ffi S)DEWALL CONT.PLATE A SEE DETAIL••1, SEE NOTE•4 1/2° FOR 2p'WIDE UNIT BAFFLE TIP I � N SOR S/04� F'OZR ZFPOFIIDE UNR FASTEN TWIST AETRII--4. 15 PRESENT, �RTRL�LPD. TYPICAL 2x3 OR 2x4 MARRIAGE W COMPRESSION STRIP OYFT.t'TANG OETRILS, �NOTE-4 TYPIC%2x4 OR 2x6 S�EWRLL OVERHANGSEE D s�• STRAP BOTTOM q10� SEE DETAIL+5. TYPICAL 2x3 OR 2x4 MARRIAGE WALL KING POST UNC WIDTH M�W/M ENDS x1� ALT. MG POST NAILS FIELD)NSTRt�m CONNECTION TYPICAL ON SITE FASTENING OETSI S - 4, 5 OR 7/12 OPTTONRL OFFSET ROOF SITE FASTENING OETRTLS - 4, 5 OR 7/12 TYPi R ON IT FASTENING DETAILS SCALD 3/B�lb' SCALE 3/9--1'0SCALE: NTS DFTRIIx3 x DFTRTI_ u5 DETRTL s6 IN BRPF].E TO PROVIDE ASR SPACE FIBERGLAS OR SELF SEALING SHINGLE, FIELD WORK FIELD WORK FOR THE GABLE OVERHANG BLOCK TO RAKE CONNECTION OR FOR VEMILfiTION TYPE 15 FELT WITH IB"OVERLAP OR FIELD WORK GABLE OVERHANG INSIDE RAKE TO TRUSS CONNECTIDN, SEE x4 FIBERGLAS OR SELF SEALING •95 SIMPLE%SHINGLE UNDERLAYMENT SFE FASTENING SCHEDULE. TYPE IS FELT WITH 18'OVERLAP OR EQUAL 36'WIDE AN ICE BARRIER INSULATION BAFFLE TO PROVIDE AIR SPACE 1'MIN. SEE 5ET-P INSTRUCTIONS FOR EXTERIOR SOFFIT. -SS SIMPLEX SHINGLE UNDERLAY THAT CONSISTS OF AT LEAST CD LAYERS FOR RTTIC VENTIlATI(1N, z" FASCIA,J-RAI_AND DRIP EDGE TO OVERHANGS SITE WORK. OR EOURL 35'WIDE AN ICE B OF LUNOERLRYMENT CEMENTED TOGETHER `�NOTE x4 THAT CONSISTS OF RT LEAST LAYERS OR OF A SELF-ADHERING POLYMER MODIFIED TRUSS OF UNOERLRYMENT GET)1ER HINGE STRIP ROOF SHEATHING IAD OVERHANG S LIMITED TO 0 MAX BBF OEN SHI T.SSAYMEME RUMDSHA LL OR OF ASELF-ADHERING YMPJ2 LFI m 48°air- IN .G IN HIGH WIND ZONES MOTE�. EXTEND FROM THE EVES EDGE TO A BIN SHEET,SHALL USED IN LIM TRUSS RT E2IDNRLL F� IL FROrTHE ERLRY EDGE TOAND S L POINT AT LEAST 24 IN.INSIDE TTH�G 2x4 SPF STUD GRACE OR EOUL P7H, 11 OINT AT LEAST 2 INSIDE TH EXTERIOR WALL LINE OF THE ONLY AT SAVE END AFTER ROOF HAS BEEN RAISED TO EXTERIOR SHEATHING EXTERIOR WALL OF TH BUD-Mr. CONT.1/2'OR S/B'x 1 1/2 OB STRIP ROOF.LIFT PITON.GD ro<32EH9:IN STALL 1x6 INSIDE AND "Em (TTP.AT BRG.SUPPORTS) - ROOF. l6d NAILS INTO SHINGLES TRUSSINS OUTSIDE RAKES OIMENSIO VARIES 9 A'°MIN l"°fes EDGE TRUSS HINGE FIELD WORK 2x2 7>4 SCALE: V=V-O" Nif z ALUMINUM DRIP EDGE __________ (2)15d NAILS TO TRUSS NOTES CONT.12"OR sn". 1]rY CS STRIP AFTER OVERHANG S (TTP.AT ERG.SUPPORTS) 1x6 FASCIA BOARD WITH LOWERED.BY BUILDER L RIDGE BOARDS ARE INSTALLED A MINIMUM OF 1"BELOW EAYF vrrt) ALUM.COVERED FASCIA _ PEAK OF ROOF.TO ALLOW FOR RTTIC VFNTIATIDN. 1x6 SPF 02/o1 OR EQUAL GABLE IYP.FLIP SECTION 2 RI SPECIFIC STRAPPING REFS IN 209 DETAILS 1 6 21 WHEN THE DESIGN OR AT LORD EXCEE09 60 p.+P. AT RIDGE a ]Dd NAIL OI2ECT TO STUD EQUAL OVER RIDDSM rlICH GE&FLIP SCN SCONNECTIONN STRAP Qr— THEN THE ELOCXS S1RLL BE AT 16'0.6 MPLC SOFT PERFORATED SOFFIT / I3Y BUILDER MAK WITH 0 10d NAILS PER LEG INTO TRUSS LEAD. !/ 7/12 PITCH: SIMPSON I STRIS,20 STRAPS OR TOP ROW OF SIDING EOU)L_OVER RIDGE 6 FLIP CONNECTIONS m 48"— INSTALLED BY BUILDER MAX WITH m 10d NAILS PER LEG(SITEL NOTE.ROOF SHEATHING S CONTINUOUS FROM TRUSSES TO END OF OVERHANG. 3. SPT)CONNECTIONS FOR ULT WINO SPEEDS(Vd0 °P>or=1411 MPH 35G SHALL BE DESIGNED/SUBMITTED ON AN INDIVIDUAL BASIS. 4. DNSU.ATIDN BAFFLES REOIRED ADJACENT TO SOFFIT/ TYPTCRL FRONT OR RERR GABLE •TL IID ATTIC OVERHRNG OPTTON DETRRAVE vNSU AND SHALL EXTEXTEND OVER TOP OF TTHEE-AIRION. MIN oPOPENING TO BE>SOFF3T VENT FREE-AIR SCALE.3/4°=1'-0' FIXED OVERHRNG FOLDING OVERHRNG FIELD WORK RESERVED FOR THE NEW YORK STAMP OF APPROVAL SCALE: 1 L2'=1'-0" SCRLE 1 112"=1'-0" DFTRTL u7 u DETRTL #9 FIELD CONNECTION OF LOWER ROW TO SIDEWRLU nFTRTL #10 SITE CONSTRUCTED SECTION INSTALLED 16d NAILS m 8'OC,2 ROWS STAGGERED OVER ROOF SHEATHING THROUGH RIDGE BOARC TO SIDEWPoI FIELD WORK RAFTERS FLASHING(SITE) FIELD WORK FIELD WORK FIELD WORK RIDGE BEAM • RIDGE VENT,SEE NOTE.1 /- f. II II II II SIDING OFI— ATERIAL I II II II SECOND STORY SIDEWRLL ALTERNATE 1x6 NAILER I II II TYPICAL TRUSSB RIDGE V�INSTR i m IN PLACE OF Zx4 OLDq(ITG II II II DGE 2x4 BLOCKING II II II II SEES NOTE ON II II I ERLAYMFNi AND 5)INGLE3 II II7111 ING� STRAP FOR FLIP SECTION II II " LATERAL BRACING 2.3 m 24'OR lc OC 0BUARIN STAND TATE FM II II PRE-MRNUFRCTURED WOW TRUS'a KtNEEWALL TDP CHORD JOIST HANGER OR rmTstmlt>FLuunLlDsrA)mAlmsAla0CWF3 SSEE'E SPE�C77MTMNS M�ww�24.OC. ��RIDGE VENT MINE - FOR TRuss DESIGN DRAWIHcs THmNc TRUSS KNEEWRLL R�s M1387 2016-061 10/04/2016 DRYWALL(SITE] Mr"NtnlxNn Wftwftft O+dAEp"r��D�� FLOOR JOIST mmemdAPFR�OX F�FOOT MODULE•A' MODLLP C FLOUR JOIST 4�� d (x�°Q�(° "•� I I II I I II SITE INSTALLED Nm d'��nu° �+�°•a•°'��`�°'°"0�' DIAGONAL WEB II I I II BT �•h 2x4 MIN. Loh" pppEpttyy rt".der mxTlAn�xafµM II II I ZxID MIN II II I I TRUSS SCALE' 318'=1'-0" T�EDrroM � RAILS CEILING JOIST II II BERG JDST MASTER SERIES I I I I I B/zv/le •SITE INSTALLEDRLL MODELS su4�R RLTERNRTE CONSTRUCTION DETRILS CEJi>7•&DRYWALL i`0 a MUNCY HOMES, INC. RSSFMR C 1567 PR ROUTE 442 a�0•�a� .q. STNGLF BOX EXTENSION STAS4 OPTTONRI OFFSET [TWO STORY UNTTSI MUNCY, PR 17756 SCALE. LIV=F-Wa ORN BY ORTE SCRLE REV. HT. N0. SCALE: L/Z=V-09' DAT Bs ENAME MJL 3-22-91 SHOWN 601-2016 71 OETEL #1 - PORCH #1 D # NOMINAL LUMBER 2.FLOOR JOISTS OR #8 PORCH O #6 TETE FOLLOWING ROOF TrFE/HOUSE WIDTHS NOTES SHINGLES AND FELT AT BREAK PRFIANAFACTURED WOOD FLOOR TRUSS MA�uA ARE LIMITED To T-0•PORCH DEPTH W-31 BY ARE SITE 3NSTPoIID BY BUILDER (41 Ed NAILS PER SIDE SITE INSTALLED BY BUIL OV SIDE WALL OTHERS AT 1W'OR ISR OC SEE TRUSS MANUAL 8'-O" (max) 4/12.28 6 31-WIDE MONO ROOFS-12O/L MPH FOR T13U55/@SIGN O�iWINGS FLOOR O -S/IL 31-ME MONO ROOFS-Im S5 L RIDGE F ROOF ROLE INSTALLED A MIC OF VENTILATION.BE10w METAL STRAP HCNGE PEAK OF ROOF TO ALLOW FOR ATTIC APPV Z PORCH CR-L'S PROVIDED IN BELT o34.6 OF APPROVED I/2°.12'PLYWOOD GUSSET`IME INSTALLED 3 QIM CONNECTIONS FOR ULT WIND SPEEDS(VdU 4 TO BY BUILDER MODULE MAY BE BUILTIF>or-140 MPH 3SG SHALL BE OESIGNEO/SUSMrITED L_ RATHER THAN THE PORCH SP ON AN IImIVIDURL BASIS. 12 Z.4 SPF•2/•1 a 16'O.C.�P� SM MOM&ES. 2sf SPF•2/•l a 12.'OD.W PSF I-BER M HRNGER.WOW MODULES.REPEAT¢SAME PORCH TH 4.wwD SPEEDS STATED a5�mdm-THE NUMBER ro THE STRIP OR JOIST CE84(G JOIST FASTENING IN BOTH MOOU LM LEFT OF"/'IS NOMINAL or BASIC WIND SPEED(Vwd). RnM Hia NUMBER TO RIGHT OF•/'15 ULTIMATE WIND SP®CVdtL 2 - 3 ALL E M DER-TTOO��UMN 6 N BOTH QCT MPH,3-SEC-GUSTS. 2.3 SOFFIT SUPPORT ' - ALT. FLR/CLG D TATI VMOCULE SEE CHRRr MOW. SITE INSTALLED +3r4ft1,T G m mtm FLOOR RIM- 0 Z.B SPF•vl CONNECTION'G'. SEE BELOW. 2x5 NAILER 35/60 PSF GSL DETAIL #4 D ROOF TRUSS-TO CONNECTION°07. SEE CHART BELOW. MaNFACiURFR SUPPLIES RIDGE E GnmFR-To-ST(O CON EC IONPERFORATED SOFFIT SIZE INSTALLED VENT FOR FIELD INSTALLATION SEE CHART SELO . 2.2 NAILER.ENO5 ONLY.SITE INSTALLED 1 ALUM COVERED Br OTHERS AS PER MANUFACTURERS i � INSTRUCTIONSsTuD C mzoRTmN 5T1PPORT COLUMNS-Ir-0`Ir-0`MAX-35/50 PSF GSL I CONNECTION . SEF CHART BELOW. T-37 MAX-60 PEP GSL SUPPLIED AND FIELD INSTALLED m � � To (WITHs���OF FIELD TN TA FD gTnGF VENT DETAILS 1782 LB axr1L Bae LS UPLIFT SCALE: 1 L2"=1'-0" MM PEENTS RMANENTLY THE HINGEDC OF WOR 1 vz"=P-0" PORCH FLO CCLUMNs,FLOOR.RAIL ETC. 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ALLTRUSS D OFt _ LAN VIEW PREMANUFACivRED w0OO FIJI 7T51S5 SCALE: 1/2''=1'-0" BY OTHERS AT 16'OR 182' FA5CIR SEE TRUSS MANUAL FOR TRUSS DESIGN 2.4 OR 1 2.fi TOP oPFIr i i TYP 1ST FL00 SIDEWRLL CONNECTIONS MRTEWRLL CONNECTIONS N�° BLOCK �—<q LY.9 BEAMB FOR 60 90 PSF GSLEy{� ROOF SOFFIT(VENTED) SUPPORT COLUMNS L•M03U0 M 1OW DO FX SUPPLIED AND FIELD pSF GS- yyl WROOHOUSE O{£EATER 'A° WINO MOUSES-TOT.DmER CO C CONNECTION°0• INSTALLED BT Hlnl.OER MUST BE ROLE TO SPEED WIDTH CONNECTMN SPEED WIDTH WITHSTWND RXWL LOAD LB TYP.SILL.PL ATE I HANGER.WOOO FJIDGER ¢ 28v MTSIB TWISEACH�WITH rn Md.l3 _ /116 231v6 (+)USM WITHIN cI(SSS.IDd NAILS IN GIRDER. U C OR PROVIDES BEARING OR.DIST HANGER = ao/]16 D CRLE: L2"=1'-0 �" NAILSEACHEACH F1m 28v-STRAP WITH rn mWITH LSNRILS 5Tm COLUMN(TYP.] O 11(/142 IcmDER,m�1Dd X LS IN TRUSS. 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WIND HOUSE CONNECTION Z.4 MIN.BLOCK SMT COLUMN- CONNECTION'C' �- SPEED WIDTH 7/16'AGENCY RATED SHEATHING OR 8 WIND HOUSE OPT•1- sTCM40 FNO STRAP TIE PRE-CUT FOR SITE INSTALLATION BY B SP® WIDTH CONNECTION Z WITH 04f d SIIN1rR5 IN Com, T1-11 SWIG OR EOIFi SUPPLIED PRE�IT B1TE U O sl-MSTG140 FNO siT2RP TIE O 2Bv 6 (101 L4: 5 IN FNl OEPMINEIrtaF afAYE INSTALLATION BY Bn1.DFR 2.4 MIN.BLOCK z 120/155 OPT o2- ®RJ FPA HOLO-DOWN DMSVN0FEUUXNG3rANMV WANCD® D41 I6d SIIBm2"IN COL. O 90/116 28v 6 L4.2-L4 TTTENS IN FM WITH QED Ed NAILS IN COLUMN. AULWr.Nr7muwU H 1OL130 SLV °OR' M.P.(App.xdl...Sp.Nif.dr..C-ps..•t lgOC1�1G ALONG TOP CHORD OPT•2-LSI.OBRJ FM HOLU}OOWN FLOOR RII1 JO[ST-TT1fOUNOR COEUECTION'G' DETDETAIL #6 /-�,E%B FDR SNEIS 2x+ U WITH(ZED Ed BOXER NRTLS IN COLUMN M138T 2016-061 10/OM2016 'E3"* 5/12 f/ raTlt� aoo�A Is z.4 '� wIA HDusE AT 16'OC MAX RIO 15 z sPEEn WILITH NMMTiw•�rb ovbLmn nwer.dv(nr-.ft d REOUIRED FOR R MIN. 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LESSER CONNECTIONS ALLOWABLE BASED ON SPECIFIC TRUSS. �OOINT�UPON LL RATING AND SITE CONOInMM SEE CIiLC MANUAL SECTION 34.6 FOR SPECIFIC MEWSLL 6 MRTEWFLL Na RLL MODELS DIM 4 tE NOTE N FO�w VALUES F—OTHER CONNECTORS W17H>OR=VALUES MAX BE SLBSTLRITED FOR ABOVE FRRMING DETRILS CALC MANUAL SECT•S5 FOR P.T.DECK FLOOR JOISTS.- MUNCY HOMES, INC. DETAIL "S" 5 7/12 TRU55 AT 2 C. 5-" 7/12 TRUSS AT 18" Gid"-1 O.C. 1567 PR ROUTE 442 SCAM: i v2"=1'0 MUNCY, PR 17756 N OFFSET ROOF OR TYP ATTiC ACCESS AND SKYLIGHT FRAMING DRN eY DATE SCALE REV. SAT. NO. SCALE 3/4"=1'-0" SCALE 3/4'=1'-0 DATABASE NAME 08\8a MJL 3-22-91 SHOWN I 6-01-2016 I 8a 121-7 231-1Q' 28'-11° BWLS 13'-0 vz° - 65'-M 59-0" 44'-9 3/4" 34'-10" 23'-1" f 101-0" 6'-11 1/2" f 53'-0 1/2" t 36't" Wf�Lfl �� 4 y{� 28'-8 iT-6' V-4 L4' S-2 1? ® 3-8 1/4° ®r T�5 1/Z'f ® -9' ® ® ® S-8 1/4° ® 72VINYL 3037 '� 72VINYL 3037 fr 3037 3037 V-4 9/4" N 3859 � 96' 15'-4 v2" IV-2" 6R ■ ,3 B3T ® 890RT-2 B909T-2 i 7'-6 1/2" 171-0" �Km -9 �zdn�z it rvt Rf� N m BATH 2 KITCHEN DINING RM TMD BR 1j er al"m o i� 18438 50 FT S 83W-2 B�T-2 WIRT-Z T7' 9 'i m 14424- SM FT. LT REOD/PROM 1475/31.90 LTREDD/PROVR 54/M30 ------ •� VT REDD/FRDVD 73a/15M11N x VT REDO/PROVDI 5.7//1500 UICH N f WHLL-3 18 WHIZ.-4 iipoo raaGWz cc IN Mm FA Mm I r O j cn m AM 1-18 XB" LVL EA MOD r� m =/'y 2x4 1-18'x914° LVL EA MmN N -5 ��---- 3'-3" v '-3.. _ '- " d' 24'-7 1/2"117C` TRWS o FLR GUM ER P °R I N 30 m 4-i-4--1 P7 � ----30 N - 4�9P Ad LSM 9Ti8I'9 2 CMUMN M a.c Wn FM an WL WHLL 1 m tlETO(R I 30 m W/s at� Fl=. 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FOUNDRTIDN PLAN ND SETUP IDL4iRUCTIDNIS FOR SECURING MODULES TO FOUNDATION COLUMNS, PERIMETM d CANER R4CHORS OF ISL ; � I i 3 ALL GIRDER SPLICES MUST 19E LOCATED OVER POST. I I -640.LsnUPLIFT ; I I I .300 4 - ----------- � PL - --- I -------��---- ------_------' ; ® 345 PLF ® � I ''— ---- -------------N --� I 1182 PIF ® ® I --—————————————————————————————————————————————————————— ——————-- --------————— ' 1'-0" 6'-31/2" ur WIDE ALL "ICS-PF" DENT SKT 07" 1lY7 d�L THIS FOUNDATION ORAWDNNs RND NOTES fi2E FOR REVIEW ONLY. ACTUAL ,,."o®® FOUNDATION DESIGN TO EE APPROVED BY R PRS ENG9EER '= I ,� NOTF! ORARCHITECT. NEMIERBUILDERS�� F✓ 2- THOS DRAWING TO BE USED FOR 0I1'E11510N3 ONLY. A AY M QAtILT K APPLITA19 E SUILDING CODES 3. SEE FLOOR PLAN FOR DVAE NSIDNS OF UNITS 6 STAR LOCATION, til g q MW 0 6100M-. .i m`e 2015 Mr; 2MS IECC: 2014 NEC - ALL AS M007M BY THE: NYS m17 UCS 4 SEE MASTER SERIQ DWGS. SHT. NM 3C d 40. FOR NOTES AND DETRO� rarA 07-2418 DM PE THE PLANS fP O �1S OF THE PERMIT SET FIRE DERIVED FROM ANO COMSI9TIIIi 5. MAX CENTER FLOOR GIImER SUPPORT COLUMN SPACII� e-2 TWITH HE DEPT PLANS AND ��APPROVED UVM 2M oMM *MI3e7-2M7-1M TURN KEY / SINRNIS FLE AM�INSTREET 07/25/18 -Wmmo IT Is A VIOLATION %THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERsaN. R. FOUNDATION LAYOUT _cusTOM UNLESS HE IS ACTING UNDER THE DLR£CT1I7N1 OFR L PROpESSIIINFL F7IGIIEER. TO ALTER THIS ITEM IN ANY WRY. on ORM 05-23-18 PE 3%16"=1'-0" 32469b_000 L EXTERIOR WALL FINISH TO EE VINYL 5109a 2.EXTERVOR LIGHTS ARE SHIPPED LOOSE FOR FIELD INSTA-L.RTIDN BY OTHERS. I SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD U45TFLLRTMN BY OTHERS. 4.STOOPS, STAIRS, HAORRZL.S, GUTTERS, DOWNSPOUTS. AND SPLASH SLOOCS ARE FURNISHED HTO INSTALLED BY OTHERS IN ACCORDANCE WITH STATE APOAR LOCAL CODES6 GUTTERS d LEADERS MUST BE INSTALLED TO PROVIDE WATER PROTECTION FOR LOWER LEVEL ROOF m INTERSECTION OF UPPER LEVEL ROOF. S.BASEMENT WINDOWS ARE OPTIONAL AND INSTALLED SY OTHERS S THE LAST ROW OF SIDING BOTH FRONT. REAR APO ALL SIDING FOR UPPER LEVELS OF A 2 STC RY. SKIPPED LOOSE FOR FIELD INSTALLATION SY OTHERS 7.MASONRY VENEER OR FOUNDATION SIDING SUPPLIED AND INSTALLED EIY OTHERS. I SEE WINDOW/DOOR SCHEDULE FOR WINDOW AND DOOR. TYPES VENTILATION AND EGRESS AREAS AND U VR-UES. RII]C-E VENT MRH CLG _- © m r- 4M2 E3 a low IFEM o�oo � � 3858 DH 3859 OH V3U-ELiT� EGRETS$ E:G'RE55 Ll= =ii36 a� GRAD ACCESS ETY OTHERS N 108%84 FRONT ELEVATION OF MEQ RYJ PREMIERBUILDERSAPR-UNELE BUILDING NY NOTE'. - AMA AL Q AIR�!C 2015 IRC; 2015 7ECC: 14 NEC ALL AS MOD]H�D BY THE NYS 2017 UCS �r� R mm•answoff e.��z m�07-24-M OM PE THE FLANS AND SPEC�ICATIONS OF THE PERMIT SET ARE DERIVED FROM AND COPSLSmw OS-23-I8 DM PE WITH THE PLANS ANO 5PECIFIMMNS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / SINANISemam 07/25/18 THE DEFT OF STRTE. WHICH WERE APPROVED ON 10/70/2017 UNDER SYSTEM QM1387-2017-IZL mm MAINSTREET ®WRBG NIT IS A VIOLATION OF THE NYS EDUCRTION LAW ARTICLE 145 FOR FWPERSON. FRONT ELEVATION -1 CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LIQ PROFE95IDPEL ENGINEER. TO ALTER THIS ITEM IN ANY WAY. MM ET.EVRTIONS SHOWN MAT CONTAIN OPTIONAL OR SUGGE570 F'EA ARES ova FWPX2-27-2018 3%16"=1'-0" 32469b_000 `RtDCE VENT l c�c LEI 3037 I* 3w Go 3037 CR L J72 L_�_ —, GRAM RCCVM 6Y OREM F'R RERR ELEVATION NY Nam PREMIERBUILDERS aPPI1Cae.E eun_omvG cooE� a. M CF.� 2m5 MC, MM 7FSC: 2014 PEC - FiL RS MCCWM 9Y THE MTs 2017 UCS w�r��rn�� . 05-239-IB CM PPE THE PLM RPD SPEC27CRTIONS OF THE PERMIT SET RIS: DERIVED FROM RPD COrb75TENT WITH THE PLRPS RND SPECUMMOM RSSOCIRTED 6T7H THE RPPROVRL CN F7LE WIT�I TURN KEY / SIIVRNIS 07/25/1 8 TM DEPT CF STM& WKMH � R 99MVED ON U L-*"2m.7 UPDER SYSTEM =M&-2M7-723, MAINsrREET oNRama rr M R VMLMMN OF THE NM EUMMION LRW RRTM-E 145 FOR RNY PERSON. 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' 1 a tII or a NY NOM PREMIER13UILDERS PFPLICF F E3 A a as CF M=F�EC X16 IAC: 2M IF1x: 214 NEC - ALL AS M� BY TW NYS 79L7 UCS 1$I FY Pm tll®a d7 6 TM PLA45 AND SPECIFICATIONS OF TM PERMIT SET ARE DERVED FROM ANO CWSEMM �+af� m��.,es a CS-79-18 DM PE }EF � u2TT Y sINfNs DEIAPPROVED lTM/= • 017-IM MMRIN5 rR= -WMM JG LT IS A NY VMUM OF TW S EDUCATION LAN ARTICLE 146 FOR ANY PERSON. RIGHT ELEVATION -1 CUSTOM 07/25/18 u ams HE Is Rcnm UNDER Tm aammmN of A 19ceom TO ALTS MqW ITEM IN ANY WRY 'FWP '2-27-2018 1 3%16"=1'-0" 32469_000 LUL INTERCONNECTION SETA 4-4, Z-1"No 3,-FLY MAN +-myw-m m a -waft% -FCR,MUL11PL:E- PLI(LV_L MEWERS: YWSTEN[NG=- 1 MENIS 1S MEN Bft f3EAt S:: -USE (4),ROW$-Of 0.J31`W NAILS 9 f2f,,At (57,5'PLF RAX, UNIFORM LOAI` � UE (�j RqW5 OF&131°x3"..NAILS:9 6:' O.-C. tljQ P,V.- RAX. (jNIFORM,LaAb) - _z 0!� MEMBER 8bW. 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UNIMN' LQA�) C*), IOW- SR BEAMS,, Pd*OF Ile, WUT'4 i 2P'0.t PT MAX UNIF-bfW LOAGY -us ROWS,OF S,_OLTS:912" U ',(870 PCF WAX, WIFORM'LQAUj 'VALUE5 �PPLY TO,­WWON &.�OVSOLTS -r BE THE SAW, I 1—0-- "._ * j��LES M,138� - ;i4 bko­,- - iw goLT �1*ktfR AS, THE YHE �81,_Ts, -wAs wE musr BE UNDER, X J HEAD!i')Wb NUTS; -THE-SPE,IW -,MAILLNqAPPUEST.O .BQIKSIDESzCFA'3-F.�rBEAR _q'JED 6 , 'T �4' IMIDE OeAMS WY llb;T,8t Cti WWM�*�IDE:WY_ Tfitr 'MUST X LOADED FROR UM' SIDES AND/'DR.'XF WAQfp, N� -� DUkTil0k FiC'76R-S Mki'EFE' APMUEff tD7 Iff E LOADS LISTED-A80V.L ()F NLe-, -All 22� -E PREMIERBUILDERS' APPLMSOL9UnJMNG COCES crmmw�mc M It MS =E 2= IE= 2M4 NEC FILL RS MODIFIED BY TW WS MV UCS THE PL945 RND SlECVMMnM OF THE PERMIT SET RM CEREVED FROM RNO CONSISMir WM THE / R�ES 511 El 11-E DEPT QST MMWEAlMTIaW6M8ffWCNHW)0!j7WUNS MSTEM W-2 074M TURN KEY SIN MRINSTR E I PLM= I..WF§aclr. IT IS A VM_.F=N SEPME TP&L.RWr LVL INTERCONNECTION DETRIL CUSTOM UNLESS HE IS RCnNG UNDER 01POPF P&kMa SZ=K TO FILTER TKCS rrEM IN MY WRY. I Cm,ORM IOUMOS-23-18 PEI 3116�--11-00 32469_000 MUNCY HOMES I- NC . , ' JOB #: 32469-00 BUILDER: TURN KEY BUILDERS CUSTOMER: 5INRNI5 SITE ADDRE55: 2295 RUTH RD MATTITUCK, NY 11952 SUFFOLK COUNTY DESIGN LORDS MUNCY HOMES, INC. - PLANT LOCATIONS NYS SUBMITTRL INDEX: *3 OCCUPANCY CLASSIFICATION - DETACHED SINGLE FAMILY DWELLING PLANT: COVER SHEET 1567 PA ROUTE 442 GROUND SNOW LORD - Pg: 35 PSF MUNCY, PA 17756 STRUCTURAL SCHEDULE GSL BASE PER FIGURE R30L2(5)/ELEVATION = 30 PSF / <1000 FT RTC WIND SPEED GSL REO'D/DESIGN = 30 PSF / 35 PSF MODULES TO BE MANUFACTURED BY AREA SITE MAP WIND: 134 MPH Vult, EXP "C" MUNCY HOMES, INC. NYS "NOTICE OF APPROVAL' LETTER FOR SYSTEM APPROVAL PHONAL ENMNEM SEISMIC DESIGN CATEGORY: B RESCHECK COMPLIRNCE CERTIFICATE oAvm •P FLOOR LL: 40 PSF LIVING - 30 PSF SLEEPING NYS "TRUSS ID NOTICE" a aw?m FLOOR DL: 10 PSF TRUSS MANUF. DETAILS MIDOLE3Ar.FR 17M2 CONSTRUCTION TYPE CLASSIFICATION: WOOD FRAMED UNPROTECTED (VB) DESIGN PROFESSIONAL: ifi 97-07-asn GLENCO, INC. ELECTRICAL LORD CALC FAX� FOUNDATION TYPE: BASEMENT 217 EAST MAIN STREET DOOR AND WINDOW SCHEDULE LOCATED IN FLOOD ZONE: NO MMOLEBURG, PR 17842 WHOLE HOUSE VENTILATION SUPPLY RIR WORKSHEET LOT LINE FIRE SEPERATION: NOT REQUIRED (WALLS/PROJECTIONS >6 FROM LOT LINE) BRACED WALL ANALYSIS NP FINISHED FLOOR ABOVE GRRDE: < 5 FLOOR PLRN(S) STORIES ABOVE GRADE: 1 ELECTRICAL PLANS) ' SPRINKLER SYSTEM REQUIRED: NO FOUNDATION LAYOUT CLIMATE ZONE: 4 ELEVATIONS f LVL CONNECTION DETAIL BUILDING CROSS SECTION TYPICRL PLUMBING DETAILS BAIL OF SYSTEM SHTS THAT APPLY TO THIS ACTUAL HOUSE 2, ' 07/25/18 NYS UNIFORM CODE (WHICH INCORPORATES BY REFERENCE): - 2017 INIFORM CODE SUPPLEMENT, PUBLICATION DATE JULY (2017 UCS), WHICH REPLACES THE 2016 INIFORM CODE SUPPLEMENT (2016 UCS). DOS/3rd PARTY SEAL: - REFERENCES THE INTERNRTIONRL CODE COUNCIL PUBLICRTIONS (THE 2015 IRC, 2015 IBC, 2015 IPC, 2015 IMC, 2015 IFGC, 2015 IFC, 2015 IPMC, FIND 2015 IESC), WITH SPECIFIC CODE PRINTINGS, APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2017 UCS. NYS ENERGY -OD (WHICH INCORPORATES BY REFERENCE): - 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. PUBLICATION DATE AUGUST 2016, REVISED AUGUST 2016 (2016 ECS). ALL REFERENCES WITHIN THE 2016 ECS TO THE 2016 UCS, SHALL BE DEEMED TO BE AMENDED TO BE A REFERENCE TO THE 2017 UCS. - REFERENCES THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 IECC), AS PUBLISHED BY THE INTERNATIONAL CODE COUNCIL WITH SPECIFIC CODE PRINTING, APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2016 ECS. - ASHRER 901-2013, PRINTING AS MENTIF= IN THE 2016 ECS. - OTHER REFERENCED STANDARDS MENTIONED IN 19 NYCRR PART 1240. APPLTCRBLE CODES & STRNDRRDS: SEE NOTES ABOVE REGARDING THE LEGAL CITATION OF THE APPLICABLE BUILDING CODES. IN RDDITION TO THOSE CODES STATED ABOVE, THE FOLLOWING CODES/STDS ARE ALSO APPLICABLE: - NEC 2014- - 014- ASCE 7-2010 - NDS 2015 - ENERGY CONSERVATION COMPLIANCE SHALL BE THROUGH CHAPTER U, COMPUTER SOFTWARE AS PROVIDED IN SECTION N110215 - REScheck RESCheck CALCULATIONS SHALL BE DONE FOR EACH UNIT AND SHALL BE PROVIDED TO THE AUTHORITY HAVING JURISDICTION. - mvs NY NQM PREMIERBUILDERS AMamcrmwO /C Tt£ PLANS fVO SPECIFICATIONS �TW PERMIT SU ARE DERIVED FROM AM CONSISTENT �/fr Nor.fr n��da4�6 WITH THE PLFNS AND SPEC77CR M345 ASSOCIATED WITH THE APPROVAL ON FJLE WITH w. 7K DEFT OF STATE, WH¢H WERE APPROVED ON wVMolm17 uoN SYSTEM ,MW-2n7-lM TURN KEY / SINRNISMAIIV$TR'REET mm mu -WAfe4M IT 13 A VIOLATION OF THE NYS E=nTMN LAW ARTICLE 149 FOR ANY PERSON. COVER SHEET *WYER 1St Acrirae UNDER n E DIRECTION OF A LXENSEO PROFESSMN L ENGDEEP- _CUSTOM TO ALTER THIS ITEM IN ANY WAY. oa an o� �a ORM 07-24-18 PE 3/16=1'-0" 32469b_000 2-164 NFI-S TFRU SHEATHING DFM TRUSS HINGE STRAP m 46' OrG ALUA DRI' EDGE ALM Ff ScaA vl�SOFFIT r L25� STEET STRAP w/ 7-0.]9-aW ISS EA EPO Im NAILS a S• O C. MTS16 EACH TRIS a 2�1.91'S@' fS TOED COMT. RIDGE VENT 2-M NAILS FROM PLYWOOD DIRECT TO STIR 1.29t=Bn STEEL STIZfIP w/ 7-=-,c24' NAILS ER EPO PRE-Mat#JFaCTURED WOOD TRUSS" a 2-1='x9A' NAILS TOED. HMSOSM C7/12 MIM 16"ad HC2W+11 17/12 CATH. 16'W _ SEE SEALED TRUSS DE511;N AND IDEEWPLL TO IONGPD T MOND TRUSS FOR ANY ERPI=ER TRUSS TRUSS vanl-LSTIUN G TIAL VENT FOTI E visfA=S RIDGE GOEEWFA_L TO BOTTOM CHORD CATHEDRA TRUSS) a VBY OTHERS ENT FOR FIELD R MFNUATm1 FFWEN W/7 10d xlS' NAILS EA END a FT�GIAS OR SELF SEALING SFISLE. PER INSTRUCTIONS PER PIANAFATCTI�RS 2-0.1M"x3O' NAILS TOM ER TRUSS SECTION RID2 FIRE CLASSIFICATION a FROM K EEWA L TO TRAIL AND FROM R9052.41 WAD RESISTANCE 94STF LLED OVER KINGPOST TO RAI_ TYPE 15 FELT WITH 18' OVERLAP OR 685 12 SIMPLE( SHINGLE UNDERAYMENT OR ETXUAL 96' WIDE AN ICE BalaaER THAT CONSISTS 2-16d NAILS THRUT -� CE AT 0 LAYERS UNDERLAYMENT INTO TRUSS 7 CEMENTEDTOGET OR OF A POLYMER moaFIE•D BITUMEN SHEET. SHALL 71W 058 ROOF SNERTHIM BE USED IN LIEU OF NORMAL UNDERAYMETNT AND SHALL EXTEND FROM THE EAfVES EDGE AIR TO A PONEAST T AT L24 AL INSIDE THE IIStL BAFFLE TO PROVJ>R SPACE FOR ATTIC VENTILATION EXTERIOR WALL LANE OF THE BUILDING w/WIND-WASH ONSU.RTION ORM) li till (SHINGLES INSTALLED PER MFlNtF SPiECffICATmV57 FDZELOCK BETWEEN MODULES ON-SSTE 8T 0T1•FR5 PER STATE -. CONT. S/8' 05519 STRIPS sm GYP BD DSL TOP PLATE AND LOCAL CODES JOIST HANGER DEL TOP PLATE R-44 CE3 1 11 r INSULATION 7A' 058 SHEATHS wN9. 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SHE ATHING SPRN 2 MANUFACTURER HAS OPTION OF DECREASING THE UNIT JOMY SIZE SPECIES AND TIRADE OF FLOOR JOIST ONOTE•2 6 3) UNR JOIST SIZE.SPECIES AND GRACE OF FLOOR JOIST-SEE NOTE•2 6 3 7/16" " 7/15' 5/8' TFRATING 24' • ELEMENT OC SPACING. WIDTH SPACING WIDTH SPACING 15/32" - � - 29/32' 3 END JOINTED LUMBER MAY BE USED INTERCHANGEABLY 40 PSF LIVE LORD M PSF 11 3/8'OB.;EAATHING• 3/8'OH ATFIDNI's 19/3P TSG OB.STURD-I-FLOOR OR EQUAL 24/16 40 PSF55 PSF 100 PSF WITH SOLID SRWN MEMBERS OF THE SAME SPECIS 32/16 6SPSF IID PSF 155 P5F AND GRAZDE IN WALL CM45TRUCTMR 24' 12 2x8 SPF r2/sl oR eOURL J • 1 711V 7.116" ° 2340/20 120 PSF 195 P5F 27S PSP SSE SWT Sr,GENERA.NOTES-L NOTE-IS,FOR FIRE 24' 1E 2x8 SPF•2/K OR EQUAL 112 ° 1/2' 3/4' 48/24 17S PSF 270 PSF Nn RESISTANT RSSEM8LY REOUIRMENT" 24' 24° 2x10 SPF(SOUTH)OR EQUAL 24' IG 2x10 SPF 6WIH0 r2 OR EDITION- 15/32°COMBINATION SHEATFD7.1C/SIDING 4. ALL SUMMARY TABLES REFLECT THE 2005-2WS NOS. 24' ]fi' 2x12 SPF 607,00 r2 OR EOIiL 7/2 COMBAATIDN SHEATHING/SIDING SEE GENERA..NOTE 26' 12 2.8 SPF-U-1 OR EDUAL 26 I6° 2x10 SPF-2/•1 OR EOURL 19/32"CDMBINRTIDN SHEATHING/SIDING S THE ROOF WHEN ATTIC FLOORS SCHEDULE MAr NOT DESIGNED FOR STORAGE,USE 26 16' 2.8 SP rl OR EQUAL 26' I6• 2.12 SPF(SOUTH)-2 OR EQUAL S/8°COMBINATION SHEATHING/SIDING S. INTERIOR T•D�OFSEARIJG WALLS MAY BE APPLICABLE) CONSTRUCTED OF WOOD STUDS. 26 24 2x10 SPF(SOUO9•2 U EQUAL 28' 12 2x10 SPF(SOUTH)r2 OR EOUFL SEE GENERAL NOTE•7 WOOD SANDS SHRLL BE R MIN.OF Za SPF STUD GRADE 26 24° 2x10 SPF(SOUTH) EQUAL 23' Sh 2x10 SP•1 OR EQUAL 26 24" 2x3.SPF(SOUTH)r2 OR T OR 20 IG 2x12 SPF(SOUTH) AI OR EDUPL SPITED NO MORE THAN 24.O.C.WITH R MR)OMUM 26 19.2' 3x2x9 3/8'TRI155 JOIST OR EQUAL 31' 12 2x10 SP rl OR EOUFL CFbING HEIGHT OF 10'-0'. 31' 1' 2x12 SP rl OR EQURL AS AN OPTION,PRE-ENGINEERED WOODS STUDS MAY 28' 32' 2x8 SPF-2/-1 OR EDUAL ALSO BE UTILIZED.THESE PRE MANUFACTURED IN 23' IF 2x10 SPF(SOUTH)r2 OR EDUAL • RLL SI-ERTHING IS RGENCY RRTED EITHER 2x4 CR 2x6 NOMINAL DIMENSIONS. 7. RATED SHFAT}ID•G PANELS WITH ROOF SPAN RRTING 29 24° 2x12 SFF(SOU7HD e2 OR EQUAL FLOOR JOIST SUMMARY NOTES OF 2Y OR GREATER B45TR-LED WITH LONG DIMENSION 2B 192° •3x2xS S/8'TRUSS JOIST OR EOUA- L JOISTS USED IN AN EXTERIOR APPLICATION TO BE PRESSURE BRSEMENT WALL LORDS RND CENTER GIRDER SUPPORT LORDS RND SPRCING (NOTE u8) EITHER PARALLEL OR PERPENDICULAR TO STUDS 31' 1S 2x10 SPF r2/rl OR EDUA. TREATED LUMBER.SEE SECT.r3S OF APPROVED CLC MANUAL 16'OR 2Y OUC.(EXCEPT 3-PLY PLYWOOD PRNELS MUST BE APPLIED WITH LONG DIMENSION ACROSS SANDS 2.SEE SECT r7 OF APPROVED 48O MANUAL FOR INTERIOR RPP:..FLOOR JOIST WHEN STUDS ARE SPACED 24"O.Cl 9 2x3.SP o2 OR EOURL UNIT NUMBER OF TAPE OF UNIT EDRF AITCH GROUNDLD ALL LOOT CENTER(`IDEA SUPPORT SPACER LESS THAN 24"INSTALLED WITH LONG DIMENSION Be31' 192• 3:?s9 3/8'TRUSS JOSH OR EQUAL 3 INTERIOR APOVED IONS UP TO 125 PS"MAY BE FOUND IN SECTION r7 WIDTH SiDR1E5 X/12 SNOW LOA) WILL LOADS SUPPORT LORDS SUPPORT NOTES RATED THAN 24BN('PANELS W17H ROOF SPAN RATING OF THE APPROVED CA.0 MANUAL (Pg)PSF SEE 2,-6 S1�TTz 5�3,-9 EITHER PARALLEL OR PERPENDICULAR TO STUDS r SEE DETAIL r5 OF 5117 S¢ Ib O.C.mCCFPT PLYWOOD PANELS 3/8•THICK OR 24' 1 RR,RANCH,E1L,SP1­I717,TEE L.F3:P THAN 9 35-50 653-804 1278-1578 $tib'-51-1' I F�MUST BE ACROSS 577057.PFPL�WITH LONE'DIMENSION 30 PSF LIVE LORD 26 1 LESS THAN 9 33-SO 859-1301 1402-1738 81-5"-T-91 _ 24' 16" 2.8 SPF 60UTI9 r2 OR EOURL 2S 1 LE55 THAN 9 35-SO 873-1107 1564-1956 51-2-741' 24' 24' 2.8 SPF r2/-L OR EOt1A_ 24' 24' 2x10 SPF(SOUTH)r2 OR EDUAL 31! 1 LESS THAN 35-50 979-3238 1724-2758 T-9'-7'-0' 24' 2 2 STORY LESS THAN 9 55-So 1033-1184 ZDIB-2318 4'-5"-41-2' w 16' 2.8 SPF-Z/-1 OR EOURL 25 2 2 STORY LESS THAN 9 35-W 1267-15M 2198-2534 7'-0"-617 25 2Y WIT SPF(SCUTES r2 CR EQUAL 28P 2 2 57DRY LESS THAN 9 35-SD 1314-1542 2414-ZBOS 61-91-6ti1° 31' 2 2 STORY LESS 114M 9 3S-SO 1455-1715 ZESB-3032 6-7-5-10' 29 Ib 2xB SPF r7/•1 OR EOURL 24' 1 RR,RANCH W/RTTIC STOR. 5-7 35-SO 895-1115 1294-1602 51-8•-41117 28' 16• 2x10 SPF(MUTH1 r2 OR EQUAL 26 1 5-7 35-Sl 1050-1388 1136-1338 9-S-8'-9° ZW 24° 2x10 SPF•2/rl OR EQUAL 2B' 1 5-7 35-SO 1098-1435 1230-1455 91-1"-81-51 31' 12 2.8 SP•2 OR EDUIL 31' 1 1 5-7 35-SO 1115-1443 1:56-1622 819'-7111° 3v 15° 2x10 SPF(SOUTH)e2 OR EDUAL 24 2 2 STY W/RTTIC STORAGE S-7 35-SO 1275-1548 2034-2342 4'-S"-4'-2' 31' 24" 242 SPF r2/r1 OR EOURL 26 2 2 STY WATMC STORAGE S-7 35-SO 1458-1796 ISS2-2194 Ti"-71-M 28' 2 2 STY W/ATTIC STORAGE 5-7 35-SO 1533-1871 2080-2E06 712'-6'-8' _ 31' 2 2 STY W/ATTIC STORAGE a-7 35-SO 1592-19M 2300-2556 5•-10°-6161 EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO MARRIAGE WALL STUD SUMMRRY-APPLICABLE F TO 23 2 CONTEMPORARY LESS THAN 9 35-SO ISIS-1546 2638-2915 8'-0•'--T-6. UNITS USING 4 TO 7/12 MONO-PITCH TRUSSES UNITS USING 4 TO 7/32 MONO-PITCH TRUSSES 31' 2 CONTEMPORARY LESS THAN 9 1 35-50 ISE3-1743 29M-3312 1 T-6'-T-0° WIND UINLT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEIL= NUMBER UNIT NUMBER GROUND 577-.SPECIES,GRADE STUD CEI-ONG 24' 1 CRPE 9 35-SO 887-ILS 3006-1118 61-2-5'-11° ZONES WIDTH OF SNOW SEE NOTES 7,S,9,11 DC HEIGHT MfiRR. WIDTH OF SNOW SEE NOTES 7,9,11 OC HEIGHT 2S I CAPE 9 35-Eo 830-U48 1158-1572 B-5"-S T MPH STORIES ORD(P SPACING NOTE S. WRVS STORIES SPACING NOTE 6 28' 1 CAPE 9 35-STI 1001-1291 1218-1435 9'-1°-81-5' 101/130 24'-SV 1-2 So 2x6 SPF STUD 24' 96• 2 24'-3r 1 35 2x3 SPF•2/•1 24' 96• 31' 1 CAPE 9 35-50 TIM-1522 1280-1490 91-1"-8'-S NOTE 1 2 24'-2G 1 SO 2.3 SPF-2/•1 24' 96' 2 24'-3V 1 SO 2x4 SFF STUD 24' as* 4' 2 2 STORY CAPE 9 35-50 1267-LSBS 1746-I908 4'-10'-4'-T 2 24'-31' 1-2 SO 2x4 SFF STUD I6' 96' 2B 2 2 STORY CRPE 9 3S-SO 1298-1556 1954-209 Ti"-Td' 93' 2 2 STORY CAPE 9 35-SO 1436-1725 2068-2285 T-2-61-10" 110/142 24'-31' 1-2 50 Zx6 SPF STUD 16' 96 MRRf�WALL�D SUMMARY-APPLICABLE TO UMTS WITH A 5/12 AND 31' 2 2 STORY CAPE 9 35-W 1645-1999 2214-2424 6-10"-6'-5' 9/29/15 NOTEI 24'-31' 1-2 50 2x6 SPF STUD 24' 9E 7/12 ROOF PITCH AND THE RTTIC S USED FOR STORAGE:APPLICABLE TO 24' 1 CAPE 12 35-SO 842-995 1078-1372 F-2-S-Ir NOTE 1 NOTE 5 UMTS WITH A 9/12 OR 17/12 ROOF PITCH Own 26' 1 CAPE 12 35-0 892-NOIR ]206-1251 9'-1"-91-1' 191/155 24'-31' 1-2 35 2x6 SPF STUD 15' 96° NMBER GROUND SIZE„SPECIES,GRADE STUD CEMJNG 28 1 CAPE 12 35-SIT 977-1317 1264-1318 9'-1"-8'-9" ��}Si• NF? NOTE 1 OF SNOW SEF NOTES 7.9,10 OC • HEIGHT 31' 1 CAPE 12 35-SO 128-•1478 13M-1518 6-9"-81-2RMS ORO IP SPACING NOTE6 24' 2 2 STORY CAPE 12 35-SO 1222-ISM 1Bl8-M52 4'-8°-4'-$"EXTERIOR SIDE WALL STUD SUMMARY-PPA ICAB F TO UNITS WITH R 1 SO 2x3 SPF•2/rl 24' 95" 2S 2 2 STORY CAPE 12 35-SO 1300-14M 2002-2056 T-Z'-T-25 TO 7/12 ROOF PITCH ANO THE ATTIC S USED FOR STORAGE -2 50 20 SPF STUD IG 96" 28' 2 2 STORY CAPE 12 35-SO 1432-1552 2114-2168 T-0'-Tom' .{• 31' 2 2 STORY CAPE 12 35-SO 1615-1955 2264-2500 W-10"-61-6' O o 0781 WIND UNIT NUMBER GROUND SIZEE ,8,9,f0 OC NGRADE STUD CEILING ZONES WIDTH OF SNOW SFF NOTES 7 7. HEIGHT MARRIAGE WALL STUD SUMMRRY-APPLICABLE TO 24' 2 CAPE WITH SHED DORMER 12-411 35-SO im-1398 1559-1849 4'-8'-41-1' - A-�dTABdb OTE 6 41 CAPES WITH R SHED DORMER- 1112 SIDE MPH STORIES AD(P SPACING NOTE 6 26' 2 CAPE WITH SHED DORMER 12-411 35-50 1156-1359 1650-1947 714-61-7 101/130 24'-31' 1-2 SO 2x6 SFF STUD ]E 96 NUMBER I UNIT I NUMBER I GROUND SIZE,SPECIES.GRROE STUD CEILING 28' 2 CAPE WITH SHED DORMER 12-411 35-SO 1207-1410 1731-2032 T-4"-6'-S 101/130 24+-31' 1-2 SO 2x6 SPF STUD 24" 96 MARK. WIDTH OF SNOW SEE NOTES 7,9, 3 OC HEIGHT 31' 2 CAPE WITH SHED DORMER 12-411 35-SO 1996-1656 1813-2098 NOTE 1 NOTE 5 WALLS STORIES ORD(P9 SPACING NOTE 6 w 2 SALTBOX 12-S SEE DWG 3c1 SEE OWG 3O1 I SEE DWG 3C1 I SEE DWG 3O1 110/142 24'-31' 1-2 SO 2x6 SPF STUD 16" 96l2 24'-31' 2 SO 7x3 SPF-2/-1 24' 96" 28' 2 SALTBOX 12-5 SEE DING 3c1 SEE DWG Sc1 SEE DING 3O1 SEE DWG 3a1 SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL. 110/142 24'-31' 1-2 50 2x6 SPF STUD 24° 9E NOTE 1 NOTE S NOTE 2x6 57170 1S 9E MARRIAGE WALL STUD SUMMARY-APPLICABLE TO F�NUMBER S FOR 35 PSF GROUND SNOW ZONE(Pggt NOTE 1 CAPES WITH A SHED DORMER-12/12 SIDE RIGHT NUMBER S FOR 50 PSF GROUND SNOW ZONE P9). 2 LORDS ARE GIVEN IN LE/LZEAL FOOT. EXTERIOR SIDE WRLL STUD SUMMARY-APPLICABLE TO NUMBER UNIT NUMBER GROUND SIZE,SPECIE',GRADE RIA CEIIItNG 3 CENTER GIRDER SUPPORT SPACING S BRSED UPON THE ISiAJATIDN OF A 7 RISC STD.5111.1 PIPE UNITS WITH A 9/2 OR 12/12 ROOF PITCH MRRR. WIDTH FW SPACING SNOW SEE NOTES 7.9.3 CCHEIGHTN6 COLUMN WITH Fy-36 KSI AND UNBRRCED COLUMN LENGTH=SO FEET,ALLOWABLE CONCENTRIC: STORESWALLS LORD-34,000 LBS.AND R I/2 x 9°x 12 STEEL PLATE FASTENED TO THE CENTER GIRDERS. ALTERNATE METHODS OF SUPPORT MAY BE USED PROVIDING THEY ARE CAPABLE OF TRRNSFEMUNG THE WIN UNIT NUMBER GROUND SIM SPECIES,GRACE SND CEILING 2 24'-31' ONR SO 2.4.SPF STUD 24" 9fi" DESIGN LORDS FROM THE FLOOR GIRDERS TO THE FOUNDATION. ZONES WIDTH OF SNOW SEE NOTES 7.S.91 10 OC HEIGHT ALTERNATE METHODS SHALL BE APPROVED STY THE LOCAL BUILDING OFFICIAL. MPH STORIES LORO IPQ SPACING NOTE 6 4. RC7URL FOUNDATION PLANS FOR DIMENSIONAL AND CENTER GIRDER SUPPORT SPACING AVAILABLE UPON REDUE iT. S. FOR TYPICAL FOUNDATION DETAILS,SEE ORRWINGM 4. 101/130 24- 1-2 SO 2x6 SPF STUD I6° 96• S. BASEMENT WALL LORDS DO NOT REFLECT OPTIONS,SUCH AS DECKS.PORCHES,RRISED ROOF OPTIONS,ETC. NOTE 0 24'-31 3V' 1-1 NOTE 5 2 50 2x6 SPF STUD 24' 96 FOR UNITS WITH THESE OPTIONS,LORDS ARE AVAILABLE UPON REQUEST.Fug. NCE ACTUAL LORD SECTION NOTE L NUMBER TO LF}T OF'/'S NOMINAL or ER5IC WIND SPEED CV.m.NUMBER TO CONTRINFD WITHIN CRL;MANUAL(OR CREATED CUSTOM)FOR LESSER LOADING OPTION RIGH'OF"/'S ULTIMATE WAD SPEED(Vdt). BOTH REFLECT MPH,3-SEC 110/142 24'-31' 1-2 35 2x6 SPF STUD 2is,4" 96' 2 WIND ZONES DETERMINED BY IRC WIND MAPS OR STRTE-SPECIFIC ORM 7. SPANS SHOWN REFLECT R(4)MEMBER ZsF R OTHER GIRDER FOR 24-WIDE HOUSES.PND R(6)MEMBER 2210 SPFr2 NOTE 2 24'-31' 1-2 35 2x6 SPF STUD 24' SW 3 SEF SECTION•28 OF THE APPROVED CALC MRNUAL GIRDER FOR 26 L S 31-WIDE HOUSES. FOR OAD O LY NO ROOF L OPTIONS SEE APPROVED CHIC MANUAL NOTE 1 NOTES 3 SEE CLC MANUAL SECTION 41 FOR FLOOR LOAD ONLY NO ROOF LORD)OR SEF SECT r4Z FOR FULL 4.STD TRUSSES EM ERS 515 FOR RESULTS ABOVE SEE APPROVED CALL LORDING BLR 6 ROOF). MANIAC FOR MEMBERS SUPPORTIIJG SPECIAL ROOFS(CATH.RASED-ROOF.-761. S STUDS ARE LIMITED TO THE SEDOND FLOOR OF R 2 STORY UNIT. 6. CEILING HEIGHTS SM"ARE CALCULATED.HEIGHTS MAY BE GREATER IF R 2x LATERAL BRACE S PROVIDED AND 1.DOES NOT EXCEED THE CALCULATED LENGTH OF THE STUD. SEE S]CT 61 d fit IN CLC MANUAL FOR GREATER STUD HEIGHTS 120/355 24'-31' 1-2 50 2x6 STUD gE 7.MANUFACTURER HAS OPTION OF DECREASING THE STUD CO.SPACING. DEPARTM90OFRTATE NOTE 1 S. STUD CLCA..RTIDNS ARE BASED ON ECD'C AT THE GIVEN V..VVdt WIND SPEED OM910N OFRIM. STA710ARDx MIOCODFS SHOWN. Vdt EXP D M"RUNTS ARE AS FOLLOWS ITEC=107D,NSC-1190. Al81 dalm1•WD3 1420-13111 I=-14M SEE CFLC MANUAL SECT 34 M1387 r(�F�2D16-061 •r 10 412016 EXTERIOR SIDE WALL STUD SUMMARY S. EQUAL OR BETTER MATERIAL MAY BE SIBSIIMED. RPPLIC Z TO CAPES WITH R SHED DORMER 10.SEE SECT r20 OF APPROVED CLC MANUAL WIND UNIT NUMBER GROUND SIZE..SPECIES.GRADE STUD CEILING 1L SEE SECT•119 OF APPROVED(TLC MANIA_ M...Tdt .W.R. N• Mbd ZONES WIDTH OF SNOW SEE NOTES 7,S,9,3 OC HEIGHT 12 SAWN LUMBER SHALL BE IDENTIFIED BY R GRADE MARK OF FIN ACS huq.l(xxu rtnoo .AmeN ml�bcl .,.y m WWRy m(KnO.x. .mm MPH DRIES ORO NIB LLER GRADING OR INSPECTION AGENCY AND HRVE DESIGN VALUES CERTIFIED TMdrl w.md .ler=fm ,ftmft'P..ae.m.0n#•EOIfs6de.R rim. lm/Im 24'-31' 2 So 2x6 SPF STUD 24" 96' BY AN ACCRFDITRTIDN BODY THAT COMPLIES WITH OOC PS 20. ,,xm,yd NOTE 1 1110/0/142 24'-31' 2 SO 2.6 SPF STUD 16' 9G � NdxMaAdd.b,NPN;Axtlep N3Ma Am..1.ANu 1142 24t-31 2 SO 2x6 SPF STUD 24' 96' NOTE 1 NOTE 5 r 24'-31' 2 1 all 2.6 SAND 16' 95" MASTER SERIES RLL MODELS STRUCTURAL SCHEDULES 6 NOTES MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY I DRTE I SCRLE I REV. SHT. NO. 0 \3c-std3TABNAME OJG 3-1-93 NONE B-M-2016 3. NOTEM SEE ACTUAL FLOOR PLAN FOR LENGTH-SE NOTE a2 FIELD NOTES L ALL HANORMLS BY SUDJXP- 1"MIN NOTE a9 - .,, HiEIGMT:34'MIN. -38'MAX r MIN NOTE a9 L IF BUILDER EXCEEDS MAX COLUMN SPAMG ON SNT Sc. SEE NOTE+14. _______________________________ _________ NO RESPONSIDILISY FOR REMTIIJG PROBLEMS WILL rd. ,.•. L SEE°G•1FRRL ENERGY NOTES, I I BE ASSUMED BY THE MANUFACTURER ___----_- _________________________ 2 EXTERIOR DIMENSIONS SHOWN ON FLODR PLAN REFLECT NOTE a7.STTT S. I r____ � 10"MIN Por MO. �Al�for MM I I SEE NOTE a3 I I WOOD EXTETO WOOD DOWN OVER PLATE. SMEATFIQIG TO 9°MW i:.: I I FOR LORDING FROM UNIT ON BASEMENT WALL AND I I WHEN FORM INSULATION 19 ADDED.SIZE OF FOUNDATION- 7-3/4"MAX 7-3/4•MR)(. I I MUST BE ENLARGED P IN WIDTH AND LENGTH. Por M¢ "�: far M4 1 CENTER GORIER SUPPORT.SEE 9NT a3e- 1 I 3. CONDITIONS ADQ1 fpr UERED.BUILDER MUST CHECK SOIL ODOES 8 L4' {:':: - 8 L4' R COLUMN IS REOIIRFD BENEATH EACH I I : 4. UNIT TO BE TOE-NAD.ED WITH 1Sd tJAII.9 1Faa Fi>ZQIA•D MAX - MAX 1 1 END OF R CLEAR SPAN CEILING COLUMN SPACING MAY HAVE I w PERIMETER,Mmm ZOIZ IRC.r—2015 Dr - r 2x1P I i BFAHL SFF FLOOR PLAN TO BE F SEE RC To MISS I z S CRAWL SPACE R E VENT ON I SF ISO F srAarEs AcruAL FLOOR I R-RN FOR STAIR LOCATION. E 1 �if MADE �I.T� RODENT ACE AREA PROVIDED WWLR1 SCREE04 POST {M: POST I I WINDOWS NT SEE CENTER GIRDER SPACING TABLE,SHY ye I I m a DEPTH WDLL VATRY.CHECK LOCAL RMORE TENT - nnN FIELD WORK I OF LOUVERS. OR vExrs SEE NOTE ai I I € 7. FOUNDATION ExcEFr FOR METHOD OF ffJNTm GIRDER MIN I I I g SUPPORT AND SPACING NOT FOR STATE APPROVAL I S a FINAL DESIGN FOR SITE waac REOUIgD FOR SIZE CFr--� I 3"RISC STD. I I I I I I I I o �-]NSTigIJi1ION THE UNIT SFSiLL BE GONE PLATFORM I oar STEEL PIPE a CONG FTG• a o BY AN ARCHITECT OR ENGINEER IN 17-E ...;.......... ....;,,...,-,•�.;. ...;;'...;;,. •...;:•...;;.•..... : ..:.::-:••:.:-:••:.v-:••:.:- •:.:•:••:.:•:••:.��:•:.a-'::•.o-:..;,;-;..:.:....:.. I __ SFF6 NOTE all __� �T __ __ STATESFFLA 110 ASCODE (IN ACTUAL PROFESSIONAL CONOITIONS AND I CONTIIN I 1 SUGGESTED STAIRS STRAIGHT '`=i SUGGESTED STAIRS STRAIGHT I i CAPPRCITEEFRINGT 7-3/4P ARE THE RESPD"IN.TRE,of THE ED FOR SCALE: 1/2"=1'-0" SEE NOTE 49 ' 4" 7 3/4 MAX RISE a II^Mw TT�m REwmEn FOR no SCALE? L2"=1'-0" SEE NOTE s<9 I I I o AND SOME AREAS OF NFL ® i FIELD WORK 1101 w a1i/•rj°Mw COLUMN REOADDITIONALm 1"MIN OF .° IZ.:•� ID'MIN Por MO. I FOUNDATION PLANS AND DETAILS 1 I M REDUD�S �57LL PLATE USE H I � FOUAOATTON ANCHOR STRAPS. {p7-3/*MAX {:r NOTE a9 9"MIN I 1 ARE SUGGESTED MEANS OF SUPPORT. I I` 13.UM REREWIN ALL � DN1�x3Z•REMOTE C[FMW X WINDOWS NOTE \ �4" r: 7-3/4°MAX I FINAL DRAWINGS FOR SITE WORK I W 14,(IM RECUUMS TWO HRNORAIs PER RUN OF STAIRS N� I I REQUIRED IN CONNECTION WITH sMBR �oETEciDR>srwriJD ON-SITE BY I j Pi IF OPEN ON BOTH SIDES. Por M0. c NOTE a9 I I SEiUP/IIJSTALLRTION OF THE O'If1ER5 TO WIRE CROP 3NTERCONNECTID 1 a FOUNDATION PLANS AND DETAILS SHOWN FREE FOR 1D'MIN for MD. 2x12 I UN1T SHALL BE DONE BY A P.E. WITH REMAINING DWELLING SMOKE I I MASONRY CM45TRUCTMK OTHER MATERIALS MAY BE W MIN t•Y• fo�MEL I I OR R.R. BASED ON SOIL CONDITIONS. DETECTORS BY MANUFACTURER I I USED.CONTINGENT UPON DESIMMO TO THE REMURED '•' •.• r MIN I LORDS AND CONSTRUCTID IN ACCORDANCE WITH THE 8 L4" I SEE NOTE ><15. I I APPLICABLE BlIDD1NG CODES FPD APPROVE??B1•THE SLT MIX 31-TMIR M Zxl2 MAX I _______________________________________________S I LOCAL 9llE ING BUILDING OFFICIAL. ;;• I I 1S. 3"STANDARD WEIGHT STEEL PIPE COLUMN,RSTM ID"MIN for MQ AS[I. Y- xl TmW.RLL ABLE CON .OFD= :,. MIN __� rb 34 ba Is CAPACITY-OF OTHER .:: POST—,, _— COLUMN HEIGHTS SHALT,BE IN RCCOROFiNCE WITH RISC MANUAL OF STEEL.CONSTRUCTION. Rr ' POST >°PIN TYP. FOUNDATION PLAN Y. 2x12 2x12 POST POSTSCALE: i...� 3LW MI L {L}: , POST 3•-p"M1FL. 2x12 {: —T .-t•: :.y.;..;,;....;- tai::':..:•:.,a-., `'=Y SUGGESTED STAIRS, U-SHAPE '"''`= SUGGESTED STAIRS, L-SHAPE SUGGESTED STAIRS, WINDERS SCALE 1/2=1'-0" SEE NOTE *9 SCALE 1/2"=V-U' SEE NOTE #9 SCRLE: 1/2=1'-0 SEE NOTE a9 NOM ALL MATERIALS 6 LR30R REDUIREDD BELOW THRERDED R00/NUTS/WASHERS OR BOLTS - BOTTOM OF FLOOR JOIST IS THE SUPPLIED BY MRN FRCTURER. NOTE RESPONSIBILITY OF THE BUIDFR. 1/2'x7 1/2'(4 GIRDERS) ALL MATERIALS 6 LABOR REDUVIID BELOW BOTTOM OF FLOOR JOIST IS .DETAILS SHOWN ARE SUGGESTED ONLY 6 .x10 VZ.G GIRDERS THE RESIONSIED ITY OF THE BUILDER. DETAILS SHOWN FUZE:SUGGESTED ��S1• 7 � ACTUAL CONSTRUCTION SMALL COMPLY 1145TRL ED BY BUILDER ON ONLY N:ACTUAL CM45MCTMN MUST COMPLY WITH ALL RPPLICASLE LODES. Q WITH RJ-APPLICABLE(MOSS J SEE NOTE r4 ELD AS UIRTERMITE ED JOIST MRNGER u ru 'u 2x8 SIL PLATE(SEE NOTE-La •�1fi '1 @ m� °''"� •�g,,I r� FIR QR- s •.a.. SDI.sFJLER SEE NOTE 11 6 16 GIRDER W PLATE E-RSENED TO GIRDER WITH(4I]Bd NAILS. •.a ALTERNATE METHODS OF SUPPORT ` •'•l(r' MAY BE USED.PROVIDING THEY '••�.. ARE CRPHBLE OF TRANSFERRING 1/Z'xl�ANCHOR BOLT 1T MAIL THE DESIGN LORDS FROM THE FLOOR IN FROM EACH CORNER AND GIRDERS TO THE FOUNOARON FIELD WORK 6•-0•=MAX AND WHICH ARE ALTERNATE METHODS SHALL BE APPROVED EMBEDDED AT LEAST T 114 CONCRETE BY THE LOCAL BUILDING OFFICIAL - SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL OR 13'IN MA50NZT UNITS. WTI FOR(AMTS LCCATFD IN SEISMIC DESIGN CATEGORY D0.ANCHOR BOLTS �? SHALL ALSO BE LOCATED FRT INTERIOR BRACED WALL BE SUPPORTED WAN AA CG�NTINUOUS FOU ORTffid. I� SLUM SPACING,ETG SHALL BE SAME AS ;gy ON SILL PLATE SUPPORTING EXTERIOR WALLS. - i��d PLATE WASHERS A MINIMUM OF 022S'x3'xS" •a SHELL BE PROVIDED BETWEEN THE PLATE AND m N.1•a 7�•.�• THE NUT. y m °4 uj THE MAXIMUM ANCHOR BOLT SPACING SMALL FID'�' N�-S 9X - D G1 3 BE 4 FEET=MAX FOR TWO STORY STRUCTURES. -•'r��. SEE SEISMIC DESIGN FIELD NOTES,SMT M& •)', VAPOR BWUEgR THE INSULlTrION IS NOT ELOQ:OR POURED WALL • r CLARITY.SEE SW 3m SHOWN FOR DRAWING e SIZE CONTINGENT UPON SOIL BEARING CAPRCITY 4 FOR INSULATION REQUIREMENTS fj(c ¢¢ 4"GRAVEL BASE DEPARIMENTOFDTATE •d _ DM8IWNOF2IAUMG3TANDARD3ANDC0M AUWN( ol FIELD WORK -r' ShmpeTAPWw 2010-0081 lmr101041 o. - M1387 2016-061 10/OM2D16 W NOTE M+ud-UW.N. AAAud H. DaY"TAER.W tym THE INSULATION 3S NOT SHOWN MmcmMapawhypdwadHmox.®pa.aWDatmH�amord 3 o FOR DRAWING CLSRrr..SEE BHT Sa 1 tiro 4gpaNix im�i D. n®Wimpa tlayp;mm r• �- FOR INSULATION REOUIREMENTS. 4 MR PERFORATED DNRFmN ummYaEmtl+ domaR _ NWareYWryuYmWM�`•+dmr4PadhuatralfnYEMmilamaL CRAWL SPACE- DETAILS ODNC WRTERPR00F E)FRNSION JOINT COVESCALE L"=1'-0° CONCREM SLAB MASTER SERIES i RANCH, CRPE, TWO STORY 6 CONTEMP. FOUNDATION PLAN DETAILS 6 NOTES " MUNCY HOMES, INC. K GRRVEt BASE VRMR eFRM PERFORRIM DR1567 PR ROUTE 442 4"DIADAM. - MUNCY, PR 17756 ORN BY ORTE I SCALE I REV. 5HT. NO. "04'\4•aPRNME M JL 3-22-M SHOWN 6-01-2016 4e SEE SEL CL CRITERML C&7146 CKT,2 NOTES v= SEE ELECT.NOTE,2,SHi 3n NOTE►8 L ELECTRICAL LAYOUT IS REPRESEVrAlM ONLY. 2 AND UNIT MES RR REPRRFPRESETIfATLVE ,_-_----- --------- -�------ ---------- Y. I ----- - -- - 3. SEE SHT 3.FOR ELECTRIC CIRCUIT SCHEDULE L9 5 1 1 na 1 L I �I Z 8� AM MNOW UGENERAL . TION SCHEDULES AND ' L———— 3 NOTE,9 DOOR AND IIAII BOX '1 z aT++.Io I r ,6 4' P�m�wlSHT sPbFOR ELECTRICAL sFlECTRICAL srrea°�"sR� a i t 3 o r—1 L-- ,'--� HEAT/MEMllNMRL NOTES. �I S I 3 'j1 `,i� CKToIl CKT,)2 i� S. LOSS CALCULRTSONS ARE RVRILRBLE UPON v , 8' --'1�'8 9. SEE 9J L FIELD NOTES".NOTE-2.SHi 36. + I I I 2 3 ----- rL SEE`ELECTRICAL FIELD NOTES*,NOTE-r.SHT S& -----i----i S. MAIN PANEL LOCATION FOR UTILITY ROOM OPTION. 3 L `'9' "S I I Z m i •µr e—1 i 9• 0�N� HEATER IF CRAWL SPACE r_• ,_,q i 3 S I 3 i 1}L6���r �q I! i I 2009-ZMS IRC- )MIN 24"WIDE z 30"DEEP ACCESS I ——, 3 L— I EVY I I I I MUST BE PROVIDED TO WATER HEATERS INSTALLED I IXTnl9 o-J I I 1 J 1 1 IN CL03ET5 OR ALCOVES,h)30'z 30"CLEAR I� J ' S SlE NOTE,fi 1 Ia FLOOR SPACE TO BE PROVIDED AT WATER HEATER ii SEE NOTE J s SEE NOTE s7 2 -8__-i I �i I__ 1, .. CONMOL.S WHEN WH IS INSTR-LED IN R ROOM. qvp 6 _ 3 _`1 L- r 16 2012-2015 IRC-SEE BHT 3e.FCR ENERGY NOTE.21. i t I 18 3111 3 7 CKT-/ 3 I 3 3 3 I J 3 6 Cq*ZD JQ SEE NOTE,6 ZD l e c'T c� 1 — ---- _ ; CRAWL SPRCF OPTTON it 7 r----- I CKT,9 1 I IIBII BOX 1120 I j !i x.19 I L--- I I ii I , = r1 r LSI I I I 211 1 ---',-- ----------�I ---"-- ------ 1 I v------"-- I I ---- ' 7 7 6 1 TYPICAL ELECTRICRL LAYOUT L 6 SEE ELECT.NOTE•2,5HT 3n -----• ------------------------` 1� I 1250 WRTT5 I I 2000 WATTS II II ,� I I I � •, 11 II I IIY II II i I I li I H-5 I 3®WATTS I IIAII BOX I jl II II L J ii J Z I Hes i i' 11 I 9GNAC I OAq LJ F*1 1 i 1 I H-4 -_-_-- __ I- --_--_---___, ----- i 2000 WATTS I SEE NOTE 06 I SEE NOTE,6 I I SEE NOTE,6 _%tZZE NOTE,6 I I __ pAn•oT �� I u. —1; I t[ATA " BOX I I' _ I lBI.J I 'i SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL I'L'—•=-----TJ I I I I i t 1' ' . I li •ii ii+ 1250 NRTF n 1000 WATTS 2000 WATTS ie 1250 WATT- i� --------- -------- ---"- TYPICAL ELECTRIC HEAT LAYOUT DROPS TO BOILER;IN BASEMEN ;'. 3420 STUN f 3990 BTUN ' I r�� 0 '��� � 3/4•g Y i 1 J i IIAII BOXDEPAKDAWOMATE 3390 BTLf)1 i i1140 STUN i Ij MVM DFELMDMSTM�ARMAN)G90ES I I I f ALUAW.NY12234001 j l , I I 11 j i' Skimp"LAppmdf rxb'pbm,Xoddw CamponwA M1387 2016-081 10/0412016 i I l I I I I I; NwdmnYNc AppOcd'mNa o.maAp)wd I T ---_--'`_—'I—, I I I, NOIIt2T164Pmrh4i�Irot/mau�oaprt.tl�d0.4du11o•NWrd 1 r----• i 1 �m81�nd11vd..msY.a.dls.dildra.hmllmnm..hm�/ I I 'e Tth mm.l�ema�de>e.�n`�n�,tu)hdllYhlA,m A1cLIrllnootmr bSpmrhfOslaaI�ElNmrlOfddr. 3/4•m I ��` 3,� i 5700 eT1n+ tr4 I =_-` I ;� AAtrh.PEAmn7 Qls�r AodAd4 RA IIBII BOX 31V 0 �I 'e MASTER SERIES I f ! I e 1 RANCH MODELS ELECTRICAL 6 HEAT LAYOUT i`-____-'L- —"'i li--" 399D BTiki — -- zasv BTUH — 37M Bn))L - —ITj-� 3svo BTUH L i MUNCY HOMES, INC. `---------•------• ---- ---`--"" 1567 PR ROUTE 442 MUNCY, PR 17756 TYPICAL HYDRONIC HEAT LAYOUT ORN BY I ORTE I SCALE I REV. HT. N0. DRTas TAME MJL 3-22-91 1/4"=1'-0" 6-01-2016 I Se . NOTES r L IQTLT& S MAY BE ROTATED 90 OR 180 GREFS. EG L PART NOR OR MAY E REVERSED MN IN EITHER OINECTION.IN PART IN IT'S ENTIRETY. 3 CABINETS MAY BE OMITTED TO ALLOW FOR BUILT-IN eat Sat Sat Sat da.t amt eat Sat asn �,t Sat -- 4. 4FRJ�FA1PQLDRNCE5 MAY BE BY MANUFACTURER OR BU8� as { �a i i I "-- --- S. �� MABil1RRl VFNnroIATIUN I ; III_ as OPT: as 1 zcrz I4 6 WINDOW OVER SM MAY BE OMITEEO PROVIDED.LIGHT c't RANGE-HOOD I i i G �a�, i AND VFNTIlFTIDN EEDIBRMFNTS ARE MET. 6 TYPICAI. C I ' ' I i I J I C /-� Lj . BARS OR EENS.OEO RI:NCES S MAT BE PRIDED TO RANGE HOW ALL I OR EXTE DED CUL 4TE STiMAY BE PROVIDED PER D RtVJC�H000 E� - TYPICAL I I L RANGE HOW �,x A OF_i.1SLAN0 TTPICAL I , , F I i RRNGE:HOOD TYPICF>L Q B. CABINETS MAY BE Db-rALLED UNOER BAR OR EXTENOED -T---', I I I H I I r— METAL L CR SUPPORT MAY BE PROVIDED BY WOW OR i i_ I i.---I K O ---- 6. EM �`4 a RVRUAEI UNDER OR ABOVE BARS OR EXTIIA I I _ _ COUNTERS MAY CPO ELTHER ONE SIDE OR BOTH SIDES. aa2 I2x � Gx GN •PI I M r i O Sat as em s ill RCABINETS DE'VMED APPLICABLE CODES BE AND 0.LEAROR ANNCES amx AK PLAN 1 PLAN 2 PLAN 3 PLAN 4 PLANS �I SPC 547 COW OR tY IEIR wr I 1 SL PPRTIPL W ENTIRE KLl'T71EN5 LA/OR C14 5 MAY BE OMtRED TO ALLOW RPPL FOR MSTRLLATION ON SIRE BY all BUBDER PER APPLICABLE CODES. t I 12. BATHS MAY BE REVERSED IN PART OR IN THEIR ENTIRETY. �j 1B. BATHS MAY BE ROTATED 90 OR 180 DESS. ,'. 14. BATH,GFIRDEN AND WHIRLPOOL TUBS MAY BE 3ENTERCI I VRNrrl S MAY. I ` : 15. varaTgs MAY�3IIJI;LE OR DOUBLE BOWL OkF.4 16. ALL BATHS SHALL HAVE EXHAUST FANS OR FANAJGHT r�.J�t• =J`ed ® p ^ I -\ COMENATI@I THAT ARE VENTED TO EXTERIOR I I i^ ' 17. FILL BIRTHS SHALL HAVE A MEDMNE CARNET. . •-� I E. IU I ` ( 1B. SEE SAFE 5 FOR EYP.fWrTH H CAL LAYOUTS. ^� li 11i �— 19. BATHSWHIRL EUI£AVAIPOOL TU13S ARE WIT}i HEAT LAMP OPSOME ATH LAYOUTS AND SHALL BE W]RED IN ACCORDANCE WITH NEC AND MANLFACIURFR.S REWMENDPTIONS. • 21. SEE NOTES-H..4.P$OF SHi 1a ± — ekS.4 TL SEE GENERAL NOTES-L NOTE.15.SHY STs --------- 23. 21109-2015 IRC 032447M-GAS HOUSEHOLD WOKING I I APPLIANCES SHALL HAVE A MIN.30'CLEHRNRNCE TO R B C D E F G i i CCMBUSTIBL.E MRTERO:L9 ABOVE I 1 I I 1 I I I I I •• •• •. .. II 1 l______J L______J r 6=JLsFT JI= �• I I H LLL��� I HH J K L ❑ T ❑ T ® ❑ ® r7-GAP ND ® ® TUB SPOUT&SHOT GARTuFIF rmas. 1 TYPE R EI TR R PRNEI .H D TYPTCRL FACTORY GROUNDING METHODS FOR METRI AOXFS NarEg •• •• TUSWHISPOUT 6 GARDEN 711851. A FOR EXTERIOR RECEPTACLES, FDOIJRE WIRE FDf711RE WIPE .07 lY'} SEE ELECTRICF�NOTE•L O O O ESTl�' SHE S.FOR AFCI OTES, R. VRCff GROUPS FIRE IL.LUSTRRTIVE ONLT.ACTUAL MEMC24E CABINET DESIGN MAY VARY. ���8 SEE ELECiRICFd.NOTES. SHT 3a zm AMP MAIN NOTE TYP. OPT. FIREPLRCE SDUWtE,ROUND FLOOR SYSTEM OF FlRIUTACE Z-v am 1RERG �,+� MWE'TALTBOX FF�ORT'SE DM SPORT'THAT RE�UIRED. SCRLF' L4"=1'-0" MII1 r1'a• SPACE RESERVED FOR THE NEW TORIC STAMP OF fPPROVfiL SMALL RPPL.WNJCE SMALL f» CFIECC WITH MANUFACTURER FOR FG.ENERFIL aLUMOlHTIDFF 3 BITHm FOUNDATION SUPPORT RECUINEMENTS 4101 MEN WELL MM MIN. i GENERAL=MRIATEN 5 wua.PmL 718 SIPTI N� 2'�"'IEXTERI�R WALL7 6 GENERAL]ILLUMINATION GFOGRFL ANNE WATILN 9 8 GENERA.111101 WrMN GROUND T� tiC MfiX.I lNAC RD�WIDTH mMAN1FP��ID 1 GROUND *nCNS.ME FIELD _ ID WRIER FIERIER 5�W SSW In NOTE OW 5SEE GENERAL NOTES-2. 1'r MEN ^� 2-0'NM dFA�810E IN FRONT L 3 AND GENERAL F=NOTE PB OF OWG 3b. OF 5110WER OPENM WF4HER S. CO XTOP 1 aRTER It>pr1 MRNUFFSEE ERGY NOTE+17 OF OWG FR MIN. 3-WIRE FEED 2-4lli�FEED �� O MFBJUF'ACTUf�R HAS OPTION OF PROVIIIIAFG CHASE �' AND R.O.FOR ON SIZE INSTALLRTICN OF FINEPLACE 7118 SHOWER 1024 az M01 BY HUDDER.EQUIPMENT SHALL BE 945TFLLED IN CIgOIREHER COPT] )5 14 ,carl TYPTCA A-WTRF GROl1NOTN arRim , R INCTTON TYPTCFL 2-WT12E GROUNOTNG JUNCTTON , ACCORDANCE CC R�1a S E>INJH �f WrrM MANUFACTURERS STFLLRTION IK: J MIEROWAVE(GPT1 17 R i i MAMM-TURIgR HAS OPTION OF PROVIDING CHASE WALL J' INSTALLED II TO ACCOMMODATE MORE THAN ONE FLUE SPFRE 15 GARBAGE aMPOSR- 9T OTHERS 5PRIZE SPARE 1D-2 FD(TURE WINE ! TYP. FTXTURF Cl FRRRNCFS WORK s o F Nrc. SPARE SPARE BARE GROUND RED SPRE swo! MSE BLACK SPARE SPARE NUT NOTE ELOCTOC HEAT H•1 2 Fl ECTR•NEAT 5WTTCH 15 GROUNDED TO MIN. N BOX USING BARE MOUNr ELECTRIC HEAT ci vr-rorr IiFFi i' J\\ OEPARTMWOFSFATE 4-MMTMdI CR TWKI TO am SCREWS I \`, OIVISIONOFPlB.^Nf.M7IRADING 3TPl�AROS AND COO© BLACK I StrmpdApprnd(m.SYr6m,YedMm4mpm.nt 1R� FFD M1387 2016-061 10/0412016 IF 200 RMP BARE 10-2 WIFE FEED I ' Msadm.f.Ik. AppCs�m Nz OW dAFpmJ FIELD NOTES FIELD NOTES ^� 1m AMP s15GROU ND Mm B(EMMR INSF .RTMU p E MINGLE .17 Dim WIy\`, i n 1 i-• ``1 j mismlEml�a. d� n� � �' SERVILE ENTRANCE CABLE m SQi7F •IB FOR WATER FMETAL B=roffAT�FR� r }}1� r II I I Ndeldm Imlt 6r hEO.tolfa�SNmnPtOOtlr. TO Mralt CR 4-,'RIS TO HE ELF= R C ee N WI - •19 OLSCT>n NI CT SWrrCM I ' '\\' ' i i i i �" ' ' 2/0 COPPER OR 4/0 A1FF@7UM OR COMMON WIRE 19 PUT UNCB2 SUFP1.1FD 6 1N.,RRL.LED BT OTHERS SCREW TAB ON a� ]W HMP I I I 11 1nmLRAdd►10.FE.Ad81Y�°�' Alee.dq RA WFOEE OR MlrrPAL WRAE 19 PUT IPOFR HfflV.1R ALL ZSWINR flSE,T1�I IN � SCREW IN ER GROUTRALND D1 MASTER SERIES TEROUES A9 SPEW=IN MAV.FACAIFmS ERRE COPPER 17lClEVO 75 PUT UNDER DISER11CTIDN9 DEPENDING ON CAUSE SCREW IN GROUND BRI TF45 PANEL.IS I n =FOR I j C=WIFE. EXCESS CMCUlTS AND INSTALLEDDOUBLE POLE SEEPIDER- -6 GROUND THE PANEL M BONDED USING A SAME RS SINGLE POLE WITH THE SUffiLm ONLY WHEN MFM IS Fi1LL. BOX I \ I •\` i' \ I BVIDCID SCREW TFROUSF THE FI( nrN OF A SECOND"M wim Ata RLL MODELS NEUTRAL BER INTO TFE BCT CF=a Ud)FIt A SIECCF0 SCREW TREI III INSTALLED THE INTERECi ME-A8.WATER PIPING U E ROUBLE POLE B1 7L EDT ` FIdD MISCELLANEOUS DETAILS SHALL BE eoTo THE WO SERI=EuUIpMENT ENCLCSUMI E` —� MUNCY HOMES, INC. THE G cornuRTRR AT T SERVICE,THE RC CM0LCM WHOM OF SFT 1557 PR ROUTE 442 � OR TO THEELEL7R Gam THE EYP. sub-FEED DETAIL CLOSET ONF RAT ONS MUNCY, PR 17756 BBONDING J OF ATTACHMENT BE MES ESSUB c 11THE MM PANEL BOX DT A SQUARE 0:CM40MZM OR EQUAL. SCRLF' TIffi IS TO BE OCE ON 917E 2-TTI£SVB PANEL BOX 15 A SQUARE 0-QDIZDMIDO OR EQUAL ORN BY DATE 5CRLE REV. HT. NO. BrWFRERNIm IN R Wrm O6\6a MJL 3-22-91 NONE 6-01-2016 6a GUBii CO DATABASE MIME 3"VTR NOTES • VACUUM RELIEF VALVE E 20 REQUIRED ON THE SUPPLY-SIDE OF CURTER HEATERS FOR MR AND M06-2015 IRC L FOR APPLICABLE NOTES,SEE BHT 3G • TAR OR CAULK AROUND 6 NY-VACUUM RELIEF VALVE REWIRED ON THE SUPPLY- 2 R PIPING FOR RELIEF VALVE,FIELD INSTALLED AND PERIMETER OF VENT SIDE OF"BOTTOM-FED"WATER HEATERS. INSPECTED: ONE PIECE METAL CRAWL SPACE-TO EXTEND ABOVE FIST FLOOR AND - WITH 5"MIN.AIR GAP. SLEEVE OR SELF SLEEVE NG RUBBER TSP VALVE BASEMENT-TO EXTEND BELOW FIRST FLOOR AND CAULKBOOT SHUT-OFF OCOPPER T3P 015CKRRSE PIPE(SAME DIAM. DIRECTED SAFELY TO EXTERIOR WITH DIRECTION (MASS) VENT EXTENDS ON DOWNWARD&6*MIR AIR GRP.OR DIRECTED SAFELY FLASHING SIDE SED rEE'3'c-."c EOUTLET)DRAINED 14 PAN OUT T. B.TO EASEMENTROEOURTEO RATED iH S"RID AIR GRP. PRESSURE RELIEF -1"PIX OK FOR 3/4"TSP OUTLET. 16"TO 24"ABOVE AND TUB OR SHOWER DRAIN VALVE IS TD BE PROVIDED. 12"BELOW ROOF DRYWALL COMPOUND _ TdP DISCHARGE PIPE MUST DRAIN INTO fN INDIRECT C.LOCATION OF WATER HEATER: (RD ALL VENTS SHALL USED AT RLL PIPE WASTE RECEPTOR(NOT INTO THE PRNI FOR MR d.NJ CRAWL SPACE-WATER HERTER IN UNIT.OPT. EXTEND 3"IN DIA PENETRATIONS 1x2 GLL 4 SIDES) .314' WASTE RECEPTOR DRAW PIPE MAY BE PVC. lY'ABOVE AND 24" ' FASTENED TO DECKING BASEMENT OR RDiEO RANCH NATER HEATER W BSMT. BELOW ROOF FIELD INSTALLED BY LS OIRM f1n611 FOR MFl.2'DIRM Imnl FOR NJ. TYP FLOOR DECKING OTHERS OTHER STATES MAY ALSO ORRIN THE TSF DISCHARGE 2"RIR GAP G P.EXCEPT. W.H. OUTSIDE THE ORRIN PAN AS DESCRIBED FOR MR 6 NJ. 3 SEE SHEET 6a FOR TYPICAL NG BEE FLOOR RNCES ��3°Vp,R DfTETIDS {"RIR GRP FOR NY. 4, WTERCONNENCTION OF PLUMBING BELOW FZODR TO BE 24"ABOVE ROOF(min) \Y -2015 IRC-6"MAX.2x PIPE 4y� ACHIEVED I FIELD BY BUILDER IN ACCORDANCE WITH 3°to Z"OR 1-1/2"REDUCER TYPICAL MIN. •TER HEATERS ALLOWED W R HIGH- S IND IW CODES. SCH VRILR6LE UPON AND EXTENDS 12"BELOW, FOR 2035 IRC,REDUCER TO O(X:IJR 12• DIFlM.MW. - ELECTRIC WR VE EM ML RST BLE ROOF Um). INSIDE THE THERMAL ENVELOPE W AREAS TYP.FLOOR JOIST IMPACT PLASTIC PAN OOSR'MIN.THICKNESS AS AN REQUEST FOR COMPLETION IIJ FIELD. PART OF RPPROVAJ M 3"VENT EXTENDS WHERE THE 9758 VALUE FOR OUTSIDE DESIGN 1/2°MIN.ORTWRJ_FIELD FIN.FLOOR OPTION. PAN LS"DEEP MW(z'MIN.FOR MAI 6. INDIVIDUAL FIXTURE SHl1T-0F'F VALVES ARE OFT.OR AS 18"ABOVE ROOF IF ROOF TEMP 15 O-deq F OR LE55-SEE FIG.8301203. INSTALLED BY OTHERS AFTER ALUM.PRN RT 011236"THKNS ALLOWED FOR 2015 IRC. CODE REWIRES. OFT.OR USED FOR ASSEMBLY. 1x2 FRAMING IS SECURED TO 1"MIN.CPUC & 7NTERCONNIECO OF FS VE�MS�T OE FACTORY MpOE VENT TO EXTEND T DECKING 1"PVC ETU_ WFiERE FRACTICRL ABOVE CEILING ABOVE THE ROOF. C I WET VENTING IS ALLOWED WHEN DONE IN ACCORDANCE VENT THRU ROOF DETATI_ EIRE STOP AT TL1R RND SHOWER- FIFI 0H j INDIRECTLY TO R HAZARD FREE WITH GOVERNING CODES. FACTORY LNSTRI I RTLON - +' LOCATION TO BE APPROVED BY 10. IN 2 STORY UNITS,PLUMBING SYSTEMS ARE SEPARATE. LOCAL BUILDING OFFICIAL THE DRRW LW UPSTAIRS ARE NOT CONNECTED TO VENT TO HOME L.INE5 DOWNSTAIRS VENT LINES FOR DOWNSTAIRS ARE SEE FL50 PLUMBING NOTE a35.SHT 3b SUPPLY FOUNDATION FIELD) FACTORY INSTAII UPSTAIRS ORRIN LINE FOR UPSTAIRS .RODENT PROOF ARE FACTORY INSTALLED DOWNSTAIRS PLUMBING IIJ 2ND STORY FLR.TO BE INSTAL I BY OTHERS IN FIELN1Dp�THRU ENTRANCE(FIELD) CL�WT G9 6ELOPLUMBWGINI3 INSTFII I EnRAND TESTm L2" 4"FIELD) 9/4"INLET(FIELD) PER LOCAL FCTOEDRES. IL FOR STATES SUBJECT TO FROST CLOSURE, MAIN SHUT- VENTS TO BE CONNECTED TO 3'VENT STRCK OR OFF(FIELD) EXPANDED TO 3"VTR AT L E85T 1Z"BELOW ROOF CONNECTION TO SINK FIXTURE CONNECTION TO WC - S 12 ACCESSIBLE TRAPS ONLY SHALL BE REMOVABLE N WATER H ATFR Sl1PPl Y - PA. NY. TRC I1N1TS UNION IN TARP SEAL OR HAVE CLEANOUT OPENING SAME SHUT-OFFS AND FR(:TORY d FTFI O TNSTRI I RTTON UNNIONSS.. TRAP OUTS OR�JOINTS. TRAPS SHALL NOT HAVE WASHER HOOK-UPS FOR WPTER HFATERS FACTORY TNSTRI I F0_ L9. WHEN VINYL IS INSTALLED ON FLOORS IN BRTHS OR UTILITY AREAS,VINYL CAULKING IS APPLIED AROUND NOTE WATER CLOSET. AND EITHER 6 FOOT HIGH FMERGI-855 OPT.SHUT-OFFS .112' CPT.5HUT-OFF 1-FUEL-FIRED WATER HEATERS SHALL NOT BE INSTALLED SHOWER 6 BATH(WITH SHOWER)WALLS OR 5 FOOT IN A SLEEPING ROOM,BATHROOM OR A CLOSET RCCE55ED HIGH MOISTURE RESISTANT GYPSUM WALL PROVIDED IN THROUGH R SLEEPING ROOM OR BATHROOM. FACTORY FOR SITE APPLIED TILE OR 6 FOOT HIGH 2-INSTALLATION SHALL BE PROTECTED FROM FREEZING MOISTURE RESISTANT GYPSUM WALL PROVIDED IN PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO R VISIBLE FACTORY. VINYL CAULKING IS ARPL.LED AROUND RIR GRP RT FLOOR IN THE SAME SPACE AS WATER HERTER. BATHS,R PIECE OF 4 MIL MIN PLASTIC IS LAID 1/2"----!gy�y 3-WHEN WH 15 ON FIRST OR SECOND FLOOR R PAN SHALL BE PROVIDED UNDER CARPET.WATER CLOSET IS CAULKED W/VINYL L2• 6 ITS DRAIN SHALL PIPE BELOW FIRST FLOOR(ORRW PROVIDED IN THEN CARPET 15 INSTALLED. FIR FLOOR OPT.SHUT-OFFS FIN.FLOOR PLANT FOR SECOND FLOOR UNI75),ORAIN SHALL PIPE 6 DISCHARGE 14. ORRIN SIZE FOR 3 WATER CL05L75 SHRLL BE 4"MIN. x INDIRECTLY TO R HAZARD FREE POINT. 15. mRC)POTRSLE WATER SUPPLY OUTLETS SHALL HAVE t C AND PAN BE OF T BSUFFI LESS SIZE RND SNFP�TO FLOOO-LTHE OUTLET ENO SPRCED A DISTANCE ABOVE THE H x ,}xppR RECEIVE ALL DRIPPING OR CONDENSATE FROM THE WATER HERT72. PROVIDE ASN AIR MGRP OF CO � MPLTING WITH P29 E FIXTURE OR �TRCI.E.TO H i 4-TRNKLE55 WH ODES NOT REQUIRE A PAN MM-15 IRC) C H k x C 16 TW�RMILIIDOYR MULTIPLERO FIELD LLING SUTHE KTTCHFN SINK AND I AVATORY SUPPI Y TI IR/SHOWER SI(PPI Y WASHER SUPPI Y WRTER CL05FT c;[)PPI Y WATER SUPPLY PIPING SHALL BE EQUIPPED WITH ONE FACTORY TNSTRI I RTTON FA.TORY TNSTA I ATTON, FACTORY TNSTRI L ATTON FACTORY TNSTRI ATTON. VALVE TO SHUT OFF THE NATER SUPPLY PIPING FIXTURES AND EQUIPMENT 114 EACH DWELLINGINOJG UNIT WITHOUT INTERFERENCE WITH THE WATER SUPPLY TO OTHER DWELLING UNITS.OR OTHER PORTIONS OF THE BUILDING.SUCH DWELLING UNIT CONTROL VALVES SHALL 3'VTR BE LOCATED WITHIN THE DWELLING UNIT SO CONTROLLED. 17. CRC)RIR ADMITTANCE VALVES SHALL COMPLY WITH SECTION P3114 18. (IRC)VENTS FOR FUTURE FIXTURES SHALL COMPLY 1 LT WITH SECTION P3104.6. 1 1 3"VTR 3"VTR Y 1 1/2" 130,MIK-4MR55 2°STANDPIPE 1 16"to 30"MAINE 1 LZ" 4 i F `SRN,TEE SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL FW FLOORt x L ` "' SEUL TEE 6°TO 18° 1 1 OPT DBL BOWL FOR MAINE 6 �TEE ;.•"�E-r...5Fi#1,TEF. � •� � �p , r� 1 1/2"P-TRAP- Z'P-TRAP FW.FLOOR a f• Y t 1 I Rt.I V7 t 4-FIN.FLOOR T t 2"-P-TRAP t i 1%2' l ur F'TRW 9 Y�/l7 SHOWER DRAIN R VENT RRTHTUR ORATN b VENT IAVRTORY ORRIN 6 VENT WASHER DRAIN 3 VF_NT - FR.TORY TNSTA I ATTON- FRCTORY TNSTRI I FO FACTORY TNSTRLI F_O FACTORY TNSTALED, 3'VTR DEPARTMENT OFSTATE —DISHWASHER(OFTJ DRAW LOOPED VENT 6 ORRIN LINES t 1 3"VTR FUTURE VENT MAY BE i 3°VTR DMSIONOFBUILONG STANDARDSAND CODES UNDER CT.OR THRU RIR GRP FROM 2nd OR ON SITE 7 DELETED WHEN CLOTHES 1 AL6ANY,NY 12131.0., j t t WASHER IS ON FIR57 OR 1 SlempafAppm lfata4smm,Mod.ImConmmmt PER MA UF INSTRUCTIONS BY Eam nFe AND ARE NOT t 3"VTR FROM t x SECOND FLOOR. 1 TO BE TIED INTO VENTING 1!'1.t FLR.FIXTURES t 1 t M1387 2017-123 10/20/2017 FROM 1st FLR.FIXTURES 1 c 1i Manufa=mfs Na. AppBadm No. DatDdAppmvaF 1 1/2" ! 3. ' Z.MIK NODCE TNsepeavd BeppOchleanVla dross mmparonhafaa mday nuaatadwd SINK DRABS 1 O.W t t, FOR MAINE t. Y app�mdeoao nno awn Bytsemma . VENT 3"ORRIN FOR �t i Y mmnWmdam em dmmmma DISPOSAL 1 DISPOSAL _ 2nd FLA.PLUMBING 7` 1 SEE NOTE-tB A6sifa mleted nn exmlforeppiwd byew lam Code FahmanmtOmtleL L<LWELLS45"ELLS 1 ; F JahmlL Addado,PE,Acbg 06eotat OWAndmfte,RA �SRf1 TEE CONT HASTE 1f Z t ft TEE 7 I CONI WASTE 1 ,•T."BRANCH FITTING J i T NT�4N N.C. } T F INGE N.C. + MASTER SERIES •1 1/2"P-TRAP 2"P-TRAP FW.FLOOR '!..,, �' FIK FZaOR RLL MODELS * FIN.FLOOR t FM FLOOR PLUMBING FW.FLOOR FTTL FLOOR CAPPED m LABELED MUNCY HOMES, INC. •2"W/DISHWASHER OR AS CODE REWIRES 1567 PR ROUTE 442 KITCHEN STNK ORRTN 6 VENT OPTTnNF;L DISHWAMj R RT4ER G H MRTT M�1 ANT T$ RCK W C SFCONORRY VENT STACK R W C F FT 1R I VENT TNSTA FO FOR MR RND NH I FR TORY TNSTA ATTON FACTORY INSTR A ON• CAPES STORY TNSTRLLRTYON FRCTORY INSTALLRTIONJ RND RS CQnF R OIJTR S. OR RT RIJTI nERS REQUEST MUNCY, PR 17756 SEE SHEET 36.GENERA_PLUMBING FACTORY INSTRI I RTTON,. FJaCH VEIRTT.CAL UNR SHALL HAVE ONE (FACTORY TNSTAI�I ATION FOR RRSEMFNT MOOEI_SI" NOTES 111W FOR KT) MAIN 3 INCH MINIMUM STACK DRN BY ORTE SCRLE REV. HT. N0. ORTAOBRSE NAME MJL 3-22-91 NONE 8-18-2017 6b 6\6b 1110111% 111101111111 llll�llljj jjj" • DETAIL �1 MEM WOOD Srairmn sHEaTHDaG aPPLZEQ AS FOLLOWS; RIL #2 3/e•MM WOOD arRUCTURAL >+•�aPPLIED as FOLLOWS: - NOTES SHEATMNG TO HEADER CONJECTIWt SNEATFIING TO HEADER CONFECTION: • G131•x 2 1/r(8x0 MIN IN 3'GRID PATTERN D,e,•x'2 1/r Iedl H IN r GRID PATTERN L FOR FASTENINGS NOT SF'ECWMCPLLT ADDRESSED FRCTORT CONVECTION IF'C`S METHOO BRACED FRCTCRT DDM 4ECTIO p IF'PEEL°METHOD BRACED ON THIS SHEET.SFE FASTENING SQieECULE. 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STRAP M ryKVE WS m DW CFPRDm CApperrr Q S I I - I• FASTEN PLATE TO FHEAOER u/ = I• FASTEN PLATE TO FiFA0F7E W/ 0 ROWS OF 16d SIIVKF M AT 3•oa m1S IRC- GS PF'MEm00 III � I;I 0 RDWS%m i6d sII�725 AT S"o n AFH'METHOD BRACED I' arRacED WALL PANELS BUILT W I I WALL PANELS BUILT AS _ ,I:I SHOWN = O ALLOWED MIFRAA .Im :CI REPLACE 4LENGM I: TO THE TOTAL BRACEO WALL I OF NORMAL BRACED WALL '�I— 'I•' IF PANEL SPLICES OCCUR.TFEY LENGTH REOUIRED FOR III 'I.I— —. IF PANEL SFUCES C=UR,TICY - PRNEL REQUIRED. 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FOR GARAGE SLAB TIP. ' 2009 IRC,R40319 IRC.R4031B FOR 2012/15 IRC. ZM2/15 IRC. SCALE-' NTS 2009-15 IRC & MR �§l�►NUB� OPTION #1; OVER CONCRETE OR MASONRY BLOCK FOUNDRTION PORTAL FRAME WITH HOLD-DOWNS - METHOD "PFH" 4 ��A.ST , 'DETRIL MAY BE USED FOR R HERDER SUPPORTING R ROOF OR i-STORY ABOVE" 2 s 7/16'OSB TO TOP OF NAn A ERRRCED WALL PLATE TO RIM AREAS WWITOH III I'I 7.0 R174 JOIST BELOW. a]31•x 3'NRILS A 4°oL AND A I p•ag,TA � NWA-BRACED WALL ARERS WITH alul X 3'NAILS A 1Fmc I— I SPACE REBERVED FOR THE NEW TURK STAMP OF APPROVAL m SmP50N LTP4 FRAMING ANCHORS 7/1G OSB OVER RIM JOIST: APPLIED RCCROSS SHEATHING JOINT. - SGfal F; NTS OPTION #2; OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION (WHERE PORTAL SHEATHING DOES NOT LAP OVER BRNO OR RIM JOIST) I'I II' NAI_BTM PLATE TO RIM JDISBT BELOW III 7116'OSB TO SaTTOM OF RUM A BRACED WALL AREAS WAH JOIST SELOW FRSTENE0 WITH 013Y X 3'NAILS A 4•ac AND ' f i If QT31'x 2 Lr(BA MU L 3'C.G A NON-BRRCFD WALL AREAS WITH QLW X 3'NRT1S A W2 DEPARORMTOFSTATE o1V(sIONOFOUL ING3TANDAMAril COD® ALBANY.NT lZM-=1 . �dAppmx.IraxaT.mn,Deddatoapenua M1387 2016-061 10/04/2016 1I91,xxftW0. App&xft Dmd4p-W NM=ft7/16'CSI OVER RIM JOIST. Uax,�ILlm��hronnddx�id�®ml tmiapmr +�roaT- - TNa aAa•lermrt�dnu.�v�&merAaortyuxee/(a�YhSxaox aax.W henh.4paxaaa.mei aw,.r.d�ncmrfyxna.da.A.arha.tdcereme�xa�i SCALE' NTS — 1J 4 (dpi OPTION #3; OVER RAISED WOOD FLOOR - OVERLAP OPTION (WHERE PORTAL SHEATHING LAPS OVER BRNO OR RIM J0I5T) MASTER SERIES ONE RNO TWO STORY MODELS' ALTERNATE BRACED WALL OETRILS 2009-15 IRC d MA MUNCY HOMES, INC. 1567 PR ROUTE 4.42 CONTINUOUS SHEATHING PORTAL FRRME OPTIONS - METHOD "CS-PF" MUNCY, PR 17756 "OETRIL MAY BE USED ON ANY STORY OF THE DWELLING" ORN SY ORTE SCALE REV. . NO. OORTAB�NINE RWB fi-01-2016 SHOWN 7�4 • DETAIL "R" FIELD WORK zx4 VERTICAL STRUT NOTES J. OR �eXgbSVE IT ON FROLE nMEETS 2. a_ JOISTS oR TRUSSES P NDf auDN COMadALLS RIDGE VENT KI NGPOST N/STI.OS,F DBL NRLL TOP PLgTE I5 REIM 2:4 3 FOR SPECATCALLY �4Sre'GANG NRIL ON 34PT SEE FASTE7� a PRE_MRNt FACRJRED WOOD TRUSS 2x4 4. PM CONNECTIONS FOR ULT NAA SPEEDS NND W OTKRM AT W.192,OR 24.O.C. Z's oP>o 140 MPH 35G SHALL BE DESIGNED/SUSMITTEO SEE TRUSS MRNURL FOR T W COLLAR TIE ON AN INDIVIDUAL BASIS. TRUSS DESIGN ORRW]NGS AT W,NUFRCTURED FLOW TRUSSES R16°.]TRUSS NUL VEX S INSULATION VENT BAFFLES SM REO IREDEXTEND R OVER T i TO SOFFIT/ qw FTl7J1 CONNECTION OF FIVE VENTS Atm SHALL EXTEND OVER TOP OF 171E 32 FOR DE5IGN DRAWINGS SEE SHT 7b VERTICAL STRUT TO TRUSS ATTIC INSULATION. MIN OPENING TO BE>SOFFIT 5 FOR DETAILS 15(4)10d L148'x 37 VENT FREE-RIR NR ILS Err SIM DER JOIST HANGERFOR OVERHANG DETAILS. 2x SEE DETAILS.4 AND.5. 911'71 5M NOTE-S DETAIL "C" zx4 DETAIL"B" DETAIL "A" DETRIL "B" SCALE 1 1/2'=1'-O^ SCALE: 1 11Z-r-011 - ,,I 2.B 12 G 1/2'OR 5/B'G .BD. / 12 Md NRIlS a 4.OL 2:4 UPPER RRFTER AISIA.ATIDN W/VB TO BY�� 9'F.2/.L OR m i6d NAILS�� EDURL WARS SIDE CONT.TOP PLRTEM) 5EE STT 3- TYPICAL COMPRESSION 2x3 SPF STUD GRADE PER TRUSS 2x2 LEDGER 9/29/16 (SE NOTE►U STRIP OR EDURL a SS DR 24.O.C. 2003-15 LECC STATES RIR BARRIER BENIIm KNEsm L 2x6 OR aB NOTE', SUPPLIED AND INSTALLED BY OTHERS ��t ST !Fp INSULATION.INTERIOR FINISH.ELECTRICAL ———————- MATERIALS.PLUMBING MATERIALS.ETC, 0 COLLAR TIES TO COMPLETE THIS AREA ARE TO BE 0)EACH FACE S INSTALLED BY BUOSER IN ACCORDANCE ROOF SHEATHING FASILNED TO TOP WITH THE GOVERNING CODES. SEE 5HT S. CHORD 02)10d MANUFACTURER HAS OPTION OF COMPLETING NAILS AND IDDS PORTION OF THIS AREA AND SHIPPING N STRUCTURAL RDHESriE ROOF WITH TOP CHORD IN ERECTED POSITION i COVERAGE ON SITE 1/7 GTP.BA P FLIP AREA COMPLETED ON SITE BY i SEE NOTE�5 BY BUIIDFR 0 Md&15d VANG RAFTER IS - cow SIllmE HHm SIM MIL � DETRIL "D" euaOFR RffiID FOAM MAY BE USED AS DETRIL "E" DETAIL "C" AN ALT.TO FIRERGLASS INSUL ' SCALE 1'-1'-0" FLOOR SHEATHING RIGID FOAhit FACTORY INSTALLED m SEE SHT 3e i FIBERGLASS FIELD INSTALLED � FLOOR JOIST SEE SHY 3g 0 JOIST HANGER SPECIES.GRAD 6 OG JOIST 6 9ffATING WIDE OB , 2x4 2.5 SPFIS.2 a 16'O.C.OR 24.06 SEES,SEE 9R 3e STS CONT.1x4 I/2'OR 5/0°GYP.W. DETAIL "H.. L DIAx10 1/r LONG BOLT a 481 O.C.. CONT.TOP PLATEl51 �(OR 2xS SlAr�L DETRIL "D" BBYY BLm.DERODtECr ro STUD —TOP ROW OF SIDING BUILDER INSTALLED BY BUILDER (SEE NONE.0 OFF OF FLOOR elw ac.OFT.ONLY) 24-W & 26W DETAIL "F" SCALE; 1'-1'-0^ DETAIL "D" - 28'-0" WIDE S SCALE 2x4 a I6'O.C.OR Tn 7x6 a 24.OL OR I6.Ol SEE SHY 3e FOR SPECIES, SEE STT 3e FOR SPECIES, DETAIL "I" GRADE AND OG SPACING GRADE 6 SIC.SPACING 2.10 RAIL MM 36, 'SCALE: 1 vZ MBAR 2x6 OR Zx10 JDIST CONT:S'08 STRIP CONT.3•WIDE SPACE RESERVED FOR THE NEN YORK STAMP OF APPROVAL DETAIL "I" WITH LEDGER(OPT) 08 STRIP W/LEDGER(OPT) DETAIL "G" 1d TOE. BY�. FLOOR 9♦FAT}1AS' LL W=mm-m IRC �BYTDEeLmDEW SEE 9R 3e FLOOR JOIST �4 T1IIJ.CONT. �Qt'�5 IRC IS"*=2003-0.9 IRC Zx10 MIN. FACTORY Wo� SEE BHT 3e FOR 517E WOE JOIST HANGER OR 2.2 LEDGER r=_M12 IRCSPECIES.GRADE 6 Or-SPF=45 - ae.2015 IRC FIELD WORK —3/2'OIR.x T LONG BOLT JOS e 36^INSTALLED®MEM BY BUILDER SHEATHINGLCOSE SZx2 LEDGER Z's 240 MIK FT RAIL AER IN51%HIPPED1ATION t-2x4 CONT. 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CROSS SECTION CEDAR LAP OR VINYL THE BALK SIDE OF KNEEWRLL ORIa1� E NAILS SCALE1,12'W-1,12'W--E)" OR 511S� THEOr THE TOM Nmrt W xmtm�JrTe�dtr�rmdh�ta11bYFtoaii DIRECTLY TO STUDS BOTTOM CHORD AND M 10d �;.+�/ � BY ,(14* _ NRI.3 INTO THE BACK OF THE John Addv,PE.Atllnp We., AoAodrxM I N9AATSON WITH VAPOR W WMR K NE EWF LL STUD IN FACTORY OR TO WARM SIDE,SEE 5HT 3a ON SITE BY BLM..OER DOUBLE EXTERIOR PERAIEIFR RR1L CTTP) MASTER SERIES GD MEMBERS INED5TNF8 ED SRLT BOX CROSS SECTION FO�IAmAfrT1t OULS 6 SPECS Br BIl➢.DER 16d TOE-1AlLED RLTERNRTE ROOF CROSS SECTIONBY BUILDER; - Wc 2003 IRC MUNCY HOMES. INC. r�ZMS INlz Rs 1S67 PR ROUTE 442 MUNCY, PR 17756 TYP. CRRWL SPRCE CROSS SECTION DETRIL "G" DETAIL "H" DRN BY DATE SCALE I REV. HT. N0. SCALE: 1/Z-r-W SCALE 1 v2"=1'0 SCALE 1"=1'-0 M-L 3-22-91 SHOWN 6-01-2016 71 DAT�S�NaME DETAIL #1 - PORCH OPT. #1 DETRIL #2 NOMINAL LUMBER 2.FLOOR xml M OR MARRIAGE WALL DETAIL #8 - PORCH OPT. #6 THE FOLLOWING ROOF TYPE/HOUSE WIDTHS NOTES SHINGLES AND FELT AT BREAK PREMAN.F'RCTURED WOOD FLOOR TRUSS �PRE LIMITED TO T-0'PORCH DEPTH(mexY ER • ARE SITE INSTALLED BY BUILDBY OTHERS AT IG'OR 192'OC / ' (41 8d NAILS PER SIDE SITE INSTALLED 8Y BIID.DER SIDE WALL SFE TRUSS MANUAL 8'-0° (max) 4/IL ZB 6 31-WME MONO ROOFS-120/155 MPH FOR TRUSS DESIGN ORRNINGS FLOOR DECKING -5/12.31-SUEDE MONO ROOFS-1711/Lga MPH 1'PEAK ROOF ARE TO ALLOW INSTALLED R ATTIICNQM OKEi-OW METAL STRAP HINGE 2 PORCH 6Y.C5 PROVIDED IN SECT 8345 OF APPROVED 1/'1'x12'PLYWOOD GUSSET SITE INSTALLEDBY EUILDER - 3 INTI CONNECTIONS FOR ULTPIIINO SPEEDS NWD TO IF>" 140 MPH SSG SHALL BE OESMED/SUBMITT D 4 �� RATHER TTHANT BUILT SPANNINNGG ON AN IOrVIDUAL BR5I5. 12 2x4 SPF•L•1 a 1G OC.3S/50 PSF GSL BOTH MODULE" IF PORCH SPANS BOTH Zx4 SPF•2/•1 a 12 Or-W PSF GSL I-BERM HANGER.W00°LEDGER - MODULES,REPEAT SAME PIIROH 4.WOO SPEEDS STATED AS THE NUMBER TO THE STRIP OR JOIST HANGER CEILING JOIST FASTENING IN BOTH MODULES. LEFT OF NUMBER 1O RIGHT MI Lr BASIC WOO TE IS ULTIMAWINO SPEEDCV ryvlll _ 123 2x8 RIM JOIST( STI10 ndrd DRYWALL E mmm-TO- COLUMN d sTw COWMN BOTH REFLECT MPH.3-SEC-GUSTS • ' TO-FLOOR-FIM JOIST CONNECTION v, - 20 SOFFIT SUPPCRT ' - _- RLT. F R/ D TAT( MODULE SEE CHART BELOW.'ITE p�Tra r m SCRLE 314"=V-Cr G INTERIOR FLOOR RDS-To4ouN ATIoN 0 Zx9 SPF•7J•1 COTOECTION"G'. SEE CHART BELOW. zx3 Nfm.EN 0 PSF`EL DETAIL #¢ D ROOF TRUSS-TO-GIRDER CONNECTION^D'. SEE CHART BELOW. PERFORATE SOFFIT SITE INSTALLED �DsUp�R E GTMN �Dt0E1ZCHART T-S�CW. .uMN COr84ECTLON"E°. 2x2 NAILER,ENDS OILY,SITE INSTATED R-LK COVERED BY OTHERS RS PER MANUFACTURERS INSTRUCTIONS SUPPORT COLUMNS-ew'MAX-35/50 P5F GSL - O m m F sTw CO=01EC IDN "� BELOW. 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NIU° HOUSE 71W AGENCY RATED SHEATHING 02 EOURL I 2x4 NTN.BLOCK STUD WLUMN•TG+VuNORTION CONECTION°C' �- SPEED WIDTH �'�0N PRECUT FOR SITE INSTW_LATION ST BUILDER WIND HOUSE OPT•1-MSTCM40 FNO STRAP TIE SPEED WIDTH CCNNEC:�OO Z WITH Q41 16d SIN RS IN COL TI-11 MM G�ON BY BTEQUA Lf�PRECUT FOR SITE 2x4 Mitt ELOC: U OPTWITL-MS +U FN 3N LAIN U t aLw 28 6 °01 L4 x 2- "ar 1N FN0. OEPNOMEMOFMATE INSTALLAOPT c1-MSTOM40 FND STRAP TSE O Z 120/155 0M=NOF9I6U=ffT11NOP=AN C=0 p 90/116 ZBv 6 (�1/4x2-1/4 T1TT7N5 IN ENO. DPI'K-LSZH�J FM HOLO-0ONN DET. DETAIL #6 mr (NEIN®ed swKER NAILS rn COLUMN (+�Hm> H SLmp•IAppmdror■bydSm.INodYwGmpaaSxl ®-000NG ALONG TOP CHORD � ]DI/1511 SIv OPT e2-LSTF08RJ F(�HO.D-0OWN FLOOR RIM JOIST'TO-FOIWDRTION CONNECTION °G �I>F TRUSS FOR SHHETr1mNc W WITH(2O ed slxEx NAILS IN COLUMN. - WINO " M1387 2016-061 10/04/2016 5/12 Z = SPED WIDTH cWlnEcrlaN Nau�mxS/.No nPv art omaRpA.d 118" AT W OC HIM 15 4 Z OPT H-MSTCMM FND STRIP TIE FOR (AOOEII("�ed •(/bv'�per t'aa• �oemaSd�('. FOR ON-SDE FR57E7NIING P A"� Z Ttr. O WITH®15d SINKERS IN WL, 0 FSR FND TWIST STRAPS WITH(8) c�rna((>mdlxr..aG�.ludsrddro. SEE SHT 71 U 110642 2&& Q41 L4 x 2-1/4�TI ENS IN FTm. O 9°/316 28v 6 IOC NAILS IN RIM JST.0 1/z° a fu.b�•v (�"��UNad•�+lm mm siv TINE FS BOLTS 3N FPD PER FSR '(a01am°'0•ti CONI:RIDGE VENT THIS DETAIL 12U/1S OPT•2-LSTHmaRJ FND MOLD-OowN U V. 3Lv ONE FSR WALL,ONEIJED IN IAL 1Ni OF Ne.d+.egxa.rp./nm.eitrgpa.Iquatd�5mme.rommL G�NiIINUO1a VENT SEE NOTE+1 FOR SNOW WITH(281 8d 042H NRLLS IN COLUMN. FH E EXrO ONE FSR DVSTWJ_ED ON y1J Ad� OQTRUSS EACH SIDE FOR THE E7(T OF FND ARIL B/ ZONES OF 40 R MAXMRX LL OF 80 PSH.SNOW a�tAl � TONE-Nf10.0 16d NAILS PSF LL MRK ZONES E:CMM NG 80 PEF LL 2x4 TRUSS FROM 2x8 TO 214 RREL SHALL HAVE Gl)TRUSSES EACH ESO PGrxs+cmmrR(Nc>=ra zor Nmes SICIE I HOUSE WIDTHS LESS TE91rd z8 FT w WIDTH TO USE 29 HT CxNNECTIWN SPET'S, MASTER SERIES Z2 MRK 22 I'r MAX NUMBER OF TRUSSES SMALL BE 2)'WORST CRSE"CONNECTIONS SHOWN ABOVE LESSER CONNECTIONS RLLOWRiBLE BASED ON SPECffIC TRUSS,PORCH I Ccvnm;MT UPON LL RATING SITE(APAIITIONS SEE CRLC MW'URL SECTION 345 FUR SPECIFIC SIDENALL a MRTEWRLL ALL MODELS 31 SIHPSON CONNECTOR VALUES USED RECIM GAiM CO*0=R5 WITH>OR=VALUES MAY BE SUBSTITUTE)FOR THE RSCIM FRAMING DETAILS 4HF K 1 SNOTE FOR WIND SPED D(PL�TION M/mc - SI SEE CRLC MANUAL SECT•35 FOR P.T.DECK FLOM JOIST' MUNCY HOMES, INC. DETAIL "B" S OR 7/12 TRUSS AT 24"QG S OR 7/12 TRUSS AT 16' OR 19.2" D.0 1557 PR ROUTE 442 SCALE: 1 1/2"-i'0 MUNCY, PA 17756 SECTION THRU OFFSET ROOF FIELD WORK TIP RTTTC ACCESS AND SKYLIGHT FRAMING ORN BY ORTE SCALE REV. SHT. NO. SCALE 3/4"=1'-0 MJL 3-22-91 SHOWN 6-01-2016 8a SCALE 3/4"-1'-0" scam 08\8aNA NOTES -' - L MOISTURE RESISTANT FIRE RATED EXTERIM GYPSUM SHALL BE, ON EXTERIOR SIDE CWHE RE APPLICABLE) L HOUR FLOOR/CEO.]NG ASSEMBLY! I DOOR FROM A GARAGE SHALL NOT OPEN INTO R SLEEPING SPACE 1539 OR L540- RATED STOjaING ROR TR S RIGHT RATED STO JOISTS APPLIED AT RIGHT 3. MANUFACTURER SHALL DETERMINE FROM THE OWNER 6 SEE DRAWING S.FOR OETRD-5 ANGLES TO RRMD .OT TRUSSES. FRANGLES TO FRAMING. M TRUSSES. ------- SITE-SUMLOM LOCATION OF GARAGE 6 BUM FACTORY FOR WOOD FRMRTERIFL VIDES THE CEILING HO FOR WOOD IAL FRAMING.THE CEILING PORTION OF A55E15LIE5 APPROPRIATELY. RE ISTRNCE PROTECTION.TFE ONE HOUR ERNE FROTECiION.OVIDES THE ONE HOUR FIRE 4, FUZZ LRCE COMSUSRON AIR SHALL NOT BE DRAWN FROM GARAGE 6 0.ERNOUT SMLL NOT BE IN GARAGE- F, ARAGES. SEE ORRWI4G So FOR NOTES AM ASSEMBLY DETAILS. K. SCREWS MAY BE SUBSTITUTED FOR PRESCRIBED NRILS. ONE FOR ONE,WHEN THE HERO DIMENSION.LENGTH. OF THE SCREWS FIRE EDUAL TO OR LARGER THAN THE INSULATION NAILS USED FASTENINGS THE SH ASSEMBLIES, BE II EE STTRLLE Y SPACING DF YSTEMTESFROM BE SAME OR LESS. 7. U355 WALL SYSTEM lE5TF0 FROM]NIERIOR FACE ONLY. B. 1/2'GYPSUM USED ON WALLS AS FIRE-5EPRRRTION B/W 1 HOUR WALL ASSEMBLY UNS GARAGE AND DWELLING CETAILEO IN DRAWINGS BELOW] SE 7E)BE I-LAYER 6 FASTENED WITH L-1/4j'TYPE W or E FASTENING fZEOUI�MENTB 5 WOOD SCREWS AT 12=ON EDGE AND FIELD. 9. 5/B"GYPSUM USED ON WALLS AND OR CEILINGS AS FIRE 2 LAYERS S/5°TYPE X GYPSUM WRLLBOFRE) 2 LAYERS S/B'TYPE X GYPSUM WALLBOARD -SEPARATION B/u GARAGE AND DWELLING INS DETAILED ZAH.TERNRTE 1 HOUR IN DRAWINGS SEUM TO BE LAMER FS=WITH 1-5/6° EXIF�OB Y,RAT - FIR FLOOR OOmING SSEMEL ' TYPE W or 5 WOOD SCREWS m 6]o ON EDGE RND FIELD NNLESS OTHERWISE NOTED IN FIRE-ASSEMBLY BELOW1 WINO TRUSSES OR WOOD JOISTS a 24"MC.MAIL WDOO TRUSSES OR WOOD JOISTS 9 24"0.0 MAX im 'OTHER STATES'AS NOTED IN DETAILS BELOW IS APPLICABLE TO CT,DE.M0,ME.Ni.PR.RL YA. SHEATHING VT. IC 6 NY. - 1L 2012/15 IRC-ELF CLOSING OMCE REQUIRED ON s/s TYPE x GYPSUM BOARD FILE No RC2601 - 1 HOUR ROOF/CETL TNG ASSEMBLY GR FILE No. FC54-06 - 1 HOUR FLOOR/CEILING (ASSEMBLY DOOR BETWEEN walING LIMT Am GFRRRGE EXT SLIDINGL2 2015 IRC-CLG GYP IN GARAGE FASTENED 6 mm NOTE ONLY R LISTED THROUGH-PENETRATION FZfZESTOP SDS-IFIL CAN PENEIRRTE THIS FUZE RATED RS5QIBL7 NOTE ONLY A LISTED THROUGH-PENETRATION'FIRESTOP SYSTEM CAN PENETRATE THIS FIRE RATED ASSEMBLY. 13 OFE.INQI GC�STLE�CMIAWFWHEN MG PCLA OVE WALLS SUPPORTING RATIO CLG CLAD WITH m LAYERS PERI5/5"TYPE"X"GYP ON GARAGE SIDE OF WALL. "LEER ,oma FASTENING REQUIREMENTS A-LA55-LOAD BEATING-SEE NOTE-13 08 B TFRN= TO FRRGF T_I P. T;YP) WAT�ER�RE�SRC�90.OTYPE PVENEER EASE APPLIED X GYP.SM OR AS AN ALTERNATE TO APPLYING GYP. FLOOR/CEILING SFPAZRTION(NOTE sly; PRRRLIEI TO 2x4 STUDS,I@'O.C.WITH 6d COATED NAILS TO THE CEILING.A CLOSE-OFF WALL NJ GR FILE-F'C5406 1-HOUR-RATED 1 71W LONG.nems"DIA 5HRNK.L4°HEADS,T OC. AID CL MAY BE BUILT IN THE ATTIC RAD FLR/LLG ASSEMBLY WALL 50RRD JOINTS COVERED WITH TAPE AND JQINr ON THE GARAGE SIDE WITH: -OTHER STATE'S`5/5"TYPE'X'GYP. COMPOUND.NAIL HOM COVERED WITH JOINT COMPOUND. -C.T.5/6°TYPE E GYP. - EXTERIOR SIDE 71W THIM 48°WIDE RATED SHERTI@UG. -OTHER STATES d N.B 1/2'GYP THIN) EXPOSURE L PLYWOOD OR 055,INSTALLED WITH LONG 1 HOUR EXTERIOR ORDS RRTN RRI D R MB Y WALL SEPRRRT=-: SPACE - OIMFINSION OF SHEET OR FACE GRAIN OF PLYWOOD NON-HABITRSLE 3 -NJ GA FRZ-WPMGS 1-HOUR- PARALLEL OR PERPENDICULAR TO STUDS.HORIZONTAL SPACE j RATED WALL ASSEMBLY TO STUDS CKED W H HOOF x+WOOD WITH Ed UNGCOAFr B� -C7:5/B°TYPE"X'M. NAILS SPRCEO B•Q.0 PERIMETER ANO 12'O.C.FIELD. OTHER ''1/2"GIF'4Ldn1 TAPLES HAVING EQUAL OR GREATER WLTHORAWAL AND NAL 6 CEILING SEPARATION NO WINDOWS IN WALL NO WINDOWS IN WAIL LATERAL.RESISTANCE STRENGTH MAY BE SUBSTINTED FOR CTT'5V/19w* B/W GARAGE 6 DWELLING LOFD7-BEARING WALLS B/W GARAGE 6 OWELLBIG THE 6d CDR=SWC NAILS fE'X EFM)R SHEATHING OULYI DTI$72 STADES 6 N.d 1/2"GTP GLIM EXTERIOR SIDINGS SHALL SE INSTALLED IN ACCORDANCE NJ:GR FRL.Ew U358 1-HOIR WITH THE MRNUFAC'T R R'S INSTALLATION INSTRUCTIONS. RATIO WA81 A59EMBLY 'GARAGE? ,DWELLING B-WPBIIS-LOAD BERRING "DWELLING -CTr.5/6"TYPE"X'GYP. INTERIOR SIDE)ONE LATER 5/lP TYPE X GYP BD.OR -OTHER STATES L2'GYP 4rdnU WATER RESISTANT SACKER SCAM OR VENEER BRSE APPLIED, 1 HOUR FLCOR/CEILWG R55EMEL.Y: _ PARALLEL WITH OR AT RIGHT ANGLES TO 2x4 WOW STUDS, 24+'O.C.WITH 6d COATED NAILS 1 7/5"LONG.MOMS" SEE DRAWING .FOR DETAILS ONE-STORY WITH NOTE n3 ONE-STORY WITH SHANK-L4"HEADS'T Q.C. EXTERIOR SIDE ONE LAYER 5/5°TYPE X GYPSUM "NON-HRBTTRB PAC OVER BRAG "HR8TTR8LE" SPACE OVER GARAGE SHEAT UNG.4B'WIDE.APPLIED PARALLEL TO STUDS WITH (TYP. 9/12 OR LE55 ROOF PITCH ON GARAGE) CTYP. 12/12 ROOF PITCH ON GARAGE) r�EDINO ROOFING p,C PERVIEE� JOINTS OF GYPSUM SHEATHING MAY SE LEFT UNTREATED. WALLBOARD AND SHEATHING NAILED TO TOP AND BOTTOM • PLATES AT T MC. EXTERIOR CLAIMING TO BE ATTACHED THROUGH SHEATHING TO STUDS AL7ESNONE FCS�S BASE 1 HOUR FLOOR/CmANG CS ��ON LAYER S/6"TYPE X GYPSUM WALLBOARD APPLIED RIGHT ANGLES TO WOOD JOISTS Zr O.C.WITH 518'TYPE X GYPSUM WR C. _ TYPE 5 DRYWALL SCREWS 24"OG FACE LAYER OVER 2x4 STUDS s 7,W MC. 5/5"TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED EFFECTIVELYFLRES'TOPPED Al TT-RNriTF TO GARAGE (•LG- GYP: 1 HOUR WALL ASSEMBLY LA41 1 RIGHT ANGLES W JOISTS THROUGH BASE LAYER WND AS AN CEILING, TH TO APPLYING GTP.TO 1 7/B"TYPE 5 DRYWALL SCREWS E R OL AT JOINTS RAID - -" FLOOR/CEILIING SEPWtATIDN(NOTE s17]: lFIE CLAD O THE SECOND FLOOR WFlLL FROM INTERMEDIATE LATER FACE LAYER JOINTS OFFSET CR MAY BE CLAD ON THEARAGE SIDE W1TFE -NJ GR FILE-F'C5406 or UL FILE 1.539 or LS4O FROM SASE LATER JOINTS.1 I/rM TIDE G DRYWALL SCREWS ' CrCit S/5'TYPE°X°GTP. L-HWUR-RRTED FLR/CLG ASSEMBLY CSEE CWG+9W F9A�D T SAgC ON E77T47R SIDE OF FRCS LATER ECm Al Y -QT472 STATES 6 NJ:J/2°GYP(MIN) 3 -OTHER STATES S/B°TYPE"X"GYP. HABITABLE RESISTANCE,NCE D. =_INGN PROVIDE WOOD FME HOUR C�WOING SPACE TRUSSES 3 WALL SEPARATION 0-Rc 2601 BASE LATER S/5"TYPE X GYPSUM WALLBOARD RPPLIM SPACE 0 - RATEDN.0 GA wWALL 1RS5EM�Y AT T RIG DRYWALL�TO W9O 24 01575 P�ICATQ - E STR TYPE°X"GDP. S/5"T X GYPSUM WALLBOARD OR VENEER BASE RPPL7FD OTHER STRiEt']/2"GYP UrdO) AT RIGHT ANGLES TO JOISTS THROUGH BASE LAYER WITH _ NF91 d CEILING SEPARATION: NO WINDOWS IN WWJ.. NO WINDOWS IN WALL 1 7/5'TYPE 5 DRYWALL SCREWS 1T=AT JOINTS AND GYP. B/W GARAGE 6 WELLING TMG LOAD-BERRING WALLS �B/W GRRRGE 6 DWELLING INTERMEDIATE JOISTS FACE LAYER JOINTS OFFSET'24° QTNE STATES 6 NJ:]l2'GYP GADO -N.A GR FIL.Er U356 l-HOUR FROM BASE LATER JOINTS,1 1/2"T G ORYWRLL SCREWS PLACID 2'S=ON EITHER SIDE OF FRCS LAYER END RATED WALL ASSEMBLY Tmuw JOINTS.IF 4G CEILING PROVIDES ONE HOUR FIRE FLOOR TaAARGE 'OWETI.ING -LT.5/6°TYPE°X'GYP. °011E_L.4NG R PROTEmMN FOR WOOD FRAMING.INCLUDING -O HER STATES:1/Z"GYP OrOrrl E-LA41-LOAD SEARING NOTE-13 ONE LAYER OF 5/8"TYPE X GYPSUM WALLBOARD RPPLIM PARALLEL WITH OR AT RIGHT ANGLES TO 2x4 WOOD STUDS, TWO—STORY SR7 WITH TWO-STORY WITH 24°0.G MAIL WITH 6d!TALENT COATED NAILS.1 7/8° "NON-HABTTRB SPA OVER (;IaQIarF "HRBITRB F' SPACE OVER GARAGE LONG.DOME'sHFM MR AND 1/4"MR AERO,7°= PERIMGLE MT. 9/12 OR LESS ROOF PITCH ON GARRGD (TYP. 12/12 ROOF PITCH ON GARAGE) HMO DDRYWALLL SCREWS,11 7/9'AND FIELD.AS ALTERNATE,MAY BE SUBSTITUTED. I HOUR INTERIOR LOADS RRTN RATED RSSEMB Y AL NOSH Qom WITH TAPE AM E COWRED WITH JOINT COMPOUND.3 1/2°MAX THICKNESS OF GLASS OR MINERAL FB30 BATT INSULATION IS OPTIONAL CROSS BRACING REQUIRED AT MD49IGHT. - 01PARIMDNrOFMM WVAL ' OMSLONOFBORDBOMMAROSANO WO® AU]ANY,NYlZ!31- l %"afAppmWfar.Syst n Mod forC mpmat - FL OOR/cEasNG M7WJ =N(NOTE-in M1387 2016-061 10/04/2016 Menrwt.d.No Apphe-W Or.dAppmr NJ:UR F7LEe FC540B or UL FILE L539 or L540 NOTE-1g RUMMTLhyrmelegppaemmrymuvm�pu.i+ro.emlomnhm.d" 1-HOUR-RATED FLR/CL.G FISSEU18LY CSE?OWGn9e) 'gCphlp FLOOR` Laidn�lNolrrAomnretlrJdodmthdrnrhmradmdamaY. OTHER STATES 5/B°TYPE°X"GRP YIN 4parrmpmLrnuwnmarmmft. I >,DpNa.ddme;emr ftt. Wa.7dxms Apd.rism nml�.Unlmedtargpadbjd b lC daFramnat06tld -LORD-SSIRING MARRIAGE WF1LL3 �C�,�.11r�y- By /,A* 1r'`flNUllT4 NOTE-,3 ICAO-ATG uF➢.ls -N'A GA FILE* WP3 ar a_GUL% MU384Lr +O •Ada.b,FEAo6ga� ARRA 4A7�,S A 'r - RAOATED w As3EMS�LY -CT 5/8"T°X"GYP, ` g`L�Q'C A °AGE° ° -amim sn:ffm vz"GYP Wh) MASTER SERIES GARAGE FIRE RATED A55EMBLIES m �O NON COMBUSTIBLE FL.OWT ITTPJ- TWO-STORY WITH INTEGRAL GRRRGE MUNCY HOMES, INC. 1557 PA ROUTE 442 `STAB MUNCY, PA 17756 ORN BY DATE SCALE REV. BHT.�NO.Oa09\ � REH 6-01-2016 NTS 9c Y, 19"-0" 27"-7Jk„ 1 19"-11, y I I I ' bf n L b:d:: 6'-4' I i � I _ _ _ _ _ .. ._ _ . ._. __ _ _ _ . _ _ _ .. .. . _ _ _ - -- — — / \ ,. �:' �'' Y \` `" ::> r / / � I .\ ;,\ t I I i \ / \ ^ I : < I .T /\ \ / \ ! 11 Ibit: ,t*. 11�b � \ /. \� \X \ \ / f, ', i : i I r :C a \' \ a i,' / r /" /\ . i '✓ �. < / , W 1 )�, i , Iw1 w ! X�, \ T l /' f \ / / / M /\ X \ / / \ / \ N•�'' \ / / /\ i / \ N i i \' I :a; `� !! 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POURED CONCRETE IN CONFORMANCE WITH I DWELLING BY OTHERS ' SLAB OVER CLEAN SAND AS REQUIRED& SECTION R309.3 OF THE o "' COMPACT TO 95%CAPACITY. ESIDENTIAL CODE OF NYS . . ' . FOUNDATION + MAIN FLOOR PLAN - : o Z77 �� ' — — AUG 1 3 2018 1,2; 8'-6k 2'-11" 13'-98' 3s G D ;, 25'-28° e'r."a.,, #..•.r,*d T MAIN FLOOR PLAN 2 _ FOUNDATION PLAN _ _ SCALE: 1/4" SCALE: 1/4" - I'-O's FEBRUARY 28, 2018 T.O. ROOF -- ---SITE ELEVATION: +18'-2" 1 STORY PRE-FAB. T.O. PORCH/ RIDGE DWELLING BY OTHERS - -- - -- ----- ----------- - ---- -- -- --- -- -- --------------------- --------------------------------------- -- — :— -_ — -- — -- -- -- ---------- -- -- ----- -- — - -- - ---------- SITEELEVATION: +10'-6314" ------------------------------------------ - - - .2 ISSUED - - -- - - - - - 7 - -- CONSTRUCTION: SHINGLESARCHITECTURAL 30 YEARS ORBETTER(COLOR O MATCH N MAIN DWELLING)OVER 30# FELT PAPER., .. ,,., ,, '-'^m;-..-..--,yep•—.. .,.- ..., ,,., - _-, — ,. _... —:r;.r,-;`.:.••::•-->--;._, _,.„ .. --Vic---•••• ON .,.,,,,. .,,.,,.,.,n,,. ,r.,iH,,.,,. ..,,, r 3 ,r„ n,r r%rn':'; r .»h•r' - r ,..,w. PLYWOOD SHEATHING r GOVER2x12 F_ � _- RIDGE AND 2 x 8 ROOF RAFTER @ 16 O.C. I - it�—_____. - ;j --- - -- •i —il I - - - i� - - - -- �,� -- ��I - -- - �if -- /E3 - �. _ _____ : -'- I,'--j •. _— -�1 STORY PRE-FAB.�__.._;' -DWELLING BY OTHERS T.O. FRONT PORCH REAR DECK _ mfJ SITE ELEVATION: +1'-8" —!' i ` =--�-- _ r__T - _ __ _'- ��� I T.O. FOUNDATION __ _ _ ___ Vf SITE ELEVATION: 0 8112Lo I T.O. PORCH DECK FOUNDATION -- -- - - - -- - - ----- - ------ - -- - - --- -- - -- -- - ---- SITEELEVATION: +0'-1 112» - REVISED T.O. GRADE TRIM : SITE ELEVATION: +0'-0" (FASCIA, RAKES,CORNER BOARDS,COLUMNS)PVC OR EQUAL QUALITY NORTH (FRONT) ELEVATION SCALE: 1/4" = 1'-0" 49 SOUTH COUNTRY RD. WESTHAMPTON BEACH, NY PHONE:516-721-9474 EMAIL:CZARNECKIDESIGNS@GMAIL.COM T.O. ROOF SITE ELEVATION: +18'-2" � BENNETT CONSLILTING ENGINEER — - - - - - _ 3R.%na %r-r1VMT-P.O.RIM 1442.F,,,H%MMA-K 11917 f� - 1--- i - - --- -- - - - - -- - -- - - -- - - - - - - - --- - - - - - - - - - Trn�N,v:b11-907-C.02.3•arovcn,r.n.m�i Y - - - - - -- - - 3 RAIL R 2 ROAD AVENUE, FLOOR P.O. BOX 1442 T.O. PORCH/ RIDGE 1 STORY PRE-FAB. EAST HAMPTON, NY 11937 SITEELEVATION: +10'-6314" --- -_-- DWELLING BY OTHERS - -- ---- -- -- -----------' ----- '----------------_---------___------_----_-------- - - ---- --- ----------- ------------------------------- ------------------------------------------------------- E TEL 631-907-0023 COM MAIL: DREW@DBB-PE. ROOF CONSTRUCTION: ARCHITECTURAL ASPHALT ROOF SHINGLES _ _ _ _ _ _ _ - _ _ _ - 30 YEARS OR BETTER(COLCR TO MATCH N �,._.. , MAIN DWELLING)OVER 3071 FELT PAPER ON .., ..- .,j 80 ,r,�'wr„ ,Y'n. Hi „ h -,-„y..,: - - r 'r n r +arr. r r 5 ”�, , .n, ,—, ,.,.n w.,�„ , y ..-„.mr.,,r ...rin»Y^-,..- rw,wm. .,.., r ,_,,.,--. r _ __-.,_.-., .•_- ._._-,-. �--- 1 _ 2x12 -- � � � -� � -- -- _ . -_- .�"”' :�i 3/a"PLYWOOD SHEATHING OVER _.!-.:.:__�-- -=-- " •� �! --'--' �: - . ; -.��_.;�___.__�_.____ �-______ _- ,,, ' - --- - - ---- ---:_---! _- ----- -- --'--- --� RIDGE AND 2 x 8 ROOF RAFTER @ 16 O<C. -� OPRE-FAB. -STORY 'ST , iii L.�_ — 'v _DWELLING B`(OTHERS_ - _ _--_ �_ �� _.- � -_ i � - I Nl1N I V RESIDENCE — — fill - -_ -_ _- 2295 RUTH ROAD RAILING: ' - T.O. FRONT PORCH REAR DECK 36" HIGH COMPOSITE -- -'.-=- _ __- MATTITUCK NY 11952 SITE ELEVATION: +1'-8' — - --- ^ ----- - GUARD RAIL Im RE -- - - - ---- -- -- -- — ----------- T.O. FOUNDATION __.- . - -- - - --_-- __-- --- - SITE ELEVATION. +0'-81/2" -- -= {- - - E ------- -- - ---------------------- ----- ' - -- - f . PORCH DECK FOUNDATION ---� -- � ---__- T.00 -- -- - SITE ELEVATION: +0'-1112» --- --- - ---- -------------------- _- -- ----------- - ------------------ -------------------------------- ------------ ------------ -- T.O. GRADE ELEVATIONS SITE ELEVATION: +0'-0' 2 SOUTH (REAR) ELEVATION SCALE: 11/4" = 1 '-0 M= FEBRUARY 28, 2018