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Home My WebLink About48466-Z � �OFFOt�oy Town of Southold 8/17/2023 P.O.Box 1179 W 53095 Main Rd y�o! �ao� fG Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44470 Date: 8/17/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 9955 Soundview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 59.-2-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/16/2020 pursuant to which Building Permit No. 48466 dated 11/9/2022 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: modular single family dwelling with first and second floor rear decks as applied for per ZBA#7300 dated 10/10/2019. The certificate is issued to Naglieri,Patrick&McConnell,Margaret of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-19-0121 7/6/2023 ELECTRICAL CERTIFICATE NO. 48466 4/5/2023 PLUMBERS CERTIFICATION DATED 4/29/2023 N A N JMNh Tepley t oriz d ignature ' �O��aFFQtq�oTOWN OF SOUTHOLD �y BUILDING DEPARTMENT 14 TOWN CLERK'S OFFICE o • 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#: 48466 Date: 11/9/2022 Permission is hereby granted to: Naglieri, Patrick 63 Brompton Rd Garden City, NY 11530 1 To: ' demolish an existing single family dwelling and construct a new single family dwelling as applied for per SCHD and ZBA approval. Replaces 45010 At premises located at: 9955 Soundview Ave, Southold SCTM #473889 Sec/Block/Lot# 59.-2-5 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 5/10/2024. Fees: PERMIT RENEWAL $825.30 Total: $825.30 Build'i'n6 Inspector TOWN OF SOUTHOLD � sUFFat,�� BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY L 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#: 45010 Date: 7/21/2020 Permission is hereby granted to: Naglieri, Patrick 63 Brompton Rd Garden City, NY 11530 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per SCHD and ZBA approval. At premises located at: 9955 Soundview Ave., Southold SCTM # 473889 Sec/Block/Lot# 59.-2-5 Pursuant to application dated 6/16/2020 and approved by the Building Inspector. To expire on 112012022. Fees: DEMOLITION $479.50 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,171.20 Total. $1,650.70 i' Building Inspector Form No.6 - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. - 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. June 25, 2020 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 9955 Sound View Ave. Southold House No. Street Hamlet Owner or Owners of Property: Patrick Naglieri & Margaret McConnell �LSuffolk County Tax Map No I000,Section 59 Block 0 2 Lot 05 Subdivision Filed Map. Lot: Permit No. �0 Q Date of Permit. Applicanf-arol Davidson/Long Island Modular Homes Health Dept.Approval:_ Underwriters Approval: Planning Board Approval: _ ificate Final Certificate: (check one) - Fee Submitted:$V J U L 2 0 2020 k Applicant Signature BUIOLDI IG DEPT['. Buildinjj Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Patrick Naalieri residing at 63 Brompton Rd. (Print property owner's name) (Mailing Address) Garden City, NY 11530do hereby authorize Carol Davidson/ Long (Agent) Island Modular Homes to apply on my behalf to the Southold Building Department. ✓(Owner'sSignature) (Date) �rllc k- (Print Owner's Name D DU, J U L 2 0 2020 RLTU PING DEPT. 77' .. . -SOLD SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 Q �yCOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Patrick Naglieri Address: 9955 Soundview Ave city:Southold st: NY zip: 11971 Building Permit* 48466 section: 59 Block: 2 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: CELI Electric License No: 1022ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 5 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Modular Inspector Signature: - Date: April 5, 2023 S. Devlin-Cert Electrical Compliance Form Telephoae(63 i)765�18� S Town Hall Annex Fax,(631)•.765=9502 54375 Main Road , P.O.Box 1179 �O i i / ,• .:1 i i:�• ;; -_, j. Southold.NY 11971-0959 I;DING,DEPART- WENT JUN _ 6 2023 B UI TOWN OF SUUTHOLD CERTIFICATION Date: t� ri �- C',-/7 i Building Permit . ® ( Z Owner. : G-�rr/ C, ` e t _- (Please print) _ Plwnber: ✓®S - 4 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead - '(Plumbers Si _ature): - Sworn to before me this 2- day day of 20,2 CHRISTOPHER J ZHUNE *tart'Public-State of Now York NO.01ZH641003A Qualified in Suffolk County My Commission Expires Oct.13, 2024 Notary Public, !L Vo l-K County - _ U 40 - .% r k�ov 0 JL "7-Ai - C"PhoW Store ID: 03105 -� Order Number: 1-8009 Order Date: 2023/08/05 WBID. 218009 ►', Prints In Seconds t - Order Total: $1.32 Prices do not include sales tax. ME L-84 - E 3 4 x 6" $1.32 E Scan QR code at register JA�8: . _ hr 00%. 1 of 1 r 0'A 1 II r � u Mebd�/�N,pe1n G�' )Su Devi)Cool\ iY1N.�YW�NIIe, (6l�i119�4W �JII 1 1 I oo.0 ,u., .uM.,roiw ... �' fepM , 1 • i 000 Ll o.0 �r. •.o »• 6s'rya GNAb YhYgN Y9 Pv i,� uM PweIMMb NI'q MOA + now ... / I woil MTM r � w� s e _ _ N .:11 rl i�'llilu rf'• ,.ice' 1' ✓ � / RL e ` tl „ M alo i a *A , I zv a i^ VOW lw 14 DSDOE SOUlyO� / # # TOWN OF SOUTHOLD- BUILDING DEPT. yinu�r, ' 765-1802 INSPECTION [4 FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ " ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE I�Li INSPECTOR J v �O ��Of SOUIyo - # TOWN OF SOUTHOLD BUILDING DEPT. �°`yromnr � 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] OUNDATION 2ND ��yy11 [ ] INSULATIOWCAULKING [ FRAMING/STRAPPING 0706 [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: OK T S v ✓'c �' DATE INSPECTOR nol `/ ho�aOF 50U1y�� TOWN OF SOUTHOLD BUILDING DEPT. couKn,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL 14 #70VM� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL ARKS: r •l - o �✓ sda l T LZ � A' i h� ��((eL •- o n �� Rofif0 Nc*�W� Ck W4, 1 et-n 710�� r•l k/o OA r-M 5 ►�. S h ' fl r DATE INSPECTOR .1 vUP-uw*e4 �m so Ave # # TOWN OF SONTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Q 110 )-e r DATE INSPECTOR u C 'U OF SOUTyoI ` V -I �� S s �✓ # # TOWN OF SOUTHOLD BUILDING couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , e ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] /iPRE Cl/O [, /] RENTAL REMARKS: `stn�,! ��/I �o✓ DATE INSPECTOR _c__ Envelope Leakage Test Testing Company: Technician: Name: Energy Rating Service Inc Name: Matt Wahl Address: 35 Tellar Dr Credentials: RESNET Certified Islip Terrace, New York 11752 HERS Rater#2572845 Phone: 631-566-8439 Email: energyratingservice@yahoo.com Building Information: Customer Information: Project ID: 9855 Soundview Ave Name: Long Island Modular Homes Address: 9855 Soundview Ave Address: Geo-Tag Data: Latitude: 41.070466 Longitude: -72.451303 Timestamp: 2022-10-12 08' Measured Leakage: t3.00 AC 50 Leakage Target: A H50 Compliance with Leakage Target: Test ID: final Purpose of Test: ACH50 2020 ECCC OF NYS (R402.4.1.2) Measured CFM50: 1,298.6 (+/- 1.9%) Effective Leakage Area: 74.0 in' Building Volume: 27,310.0 W Enclosure Surface Area: 0.0 ft' Coefficient (C): 108.1 (+/- 12.4%) Exponent (n): 0.636 (+/- 0.035) Correlation Coefficient: 0.99956 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp: 68 OF Outdoor Temp: 57 OF Altitude: 16.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-10-12 08:49:46 2000 • Depressurize E U ' i 800 - - - - 700-- - 600-- 500 . 00--600-500 . . . 400 - - - 300 200 , 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Tar et (Pa) Bldo(Pa), Adj Bldg(Pa) Fan (EM Flow (cfm). Config Baseline -0.7 -48.0 -53.0 -52.2 -57.3 1,368.2 Ring A -60.0 -61.7 -61.0 -67.7 1,484.2 Ring A -35.0 -35.8 -35.0 -34.4 1,066.7 Ring A -23.0 -26.5 -25.8 -212.5 863.3 Ring B -15.0 -20.3 -19.5 -149.7 725.7 Ring B Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG700 Serial#: 22498 Calibration Date: 2020-10-19 Deviations from Standard: • None Comments: None Report by TEC Auto.Test 1.8.0 (210), ©2021 The Energy Conservatory, Inc. Page 2 of 2 Envelope Leakage Test �� '' C` c�l��✓ 9 Testing Company: Technician: -- _- Name: Energy Rating Service Inc Name: Matt Wahl Address: 35 Tellar Dr Credentials: RESNET Certified Islip Terrace, New York 11752 HERS Rater#2572845 Phone: 631-566-8439 Email: energyratingservice@yahoo.com Building Information: Customer Information: Project ID: 9855 Soundview Ave Name: Long Island Modular Homes Address: 9855 Soundview Ave ress: Geo-Tag Data: Latitude: 41.070466 Longitude: -72.451303 Timestam p: 2022-10-1 08: 9:17 Measured Leakage: L2.85 ACH Leakage Target: 0 A 50 Compliance with Leakage Targesa Test ID: final Purpose of Test: ACH50 2020 ECCC OF NYS (R402.4.1.2) Measured CFM50: 1,298.6 (+/- 1.9%) Effective Leakage Area: 74.0 int Building Volume: 27,310.0 ft- Enclosure Surface Area: 0.0 ftz Coefficient(C): 108.1 (+/- 12.4%) Exponent(n): 0.636 (+/-0.035) Correlation Coefficient: 0.99956 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp: 68 OF Outdoor Temp: 57 OF Altitude: 16.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-10-12 08:49:46 2000 Depressurize — 1800 w Y 700 : J U L 3 1 2023 J 600 rn 500 400 300 200 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) A Envelope Leakage Test Test Readings: Target (Pa) Rug-(Em. Ad's Bldg_(Pa). Fan (Pa). Flow (cfm), Config Baseline -0.7 -48.0 -53.0 -52.2 -57.3 1,368.2 Ring A -60.0 -61.7 -61.0 -67.7 1,484.2 Ring A -35.0 -35.8 -35.0 -34.4 1,066.7 Ring A -23.0 -26.5 -25.8 -212.5 863.3 Ring B -15.0 -20.3 -19.5 -149.7 725.7 Ring B Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG700 Serial #: 22498 Calibration Date: 2020-10-19 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.8.0 (210), ©2021 The Energy Conservatory, Inc. Page 2 of 2 lip r.... p�*�d�� -all i l e • • • • EFAMON,"IV Ocl FOUNDATION(IST) V,Mi ---------------------- ®�� `• . 19,74 VA I Iq ® - r � r ROUGH 1 PLUMBING • 1 ISI �,,<�uu I. , ® •L � ! � ' ., � ,rte l� ��.. �� 1�: py k's _WA 0 1 ® • s— m — ,� + ._Ili_d • `s LIM r i v r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 �j © la Survey Southoldtownny.gov PERMIT NO. ✓ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application �J / Flood Permit Examined I �` 20 Zo Single&Separate Truss Identification Form Storm-Water Assessment Form Lol Contact: Approved / 20 Mail to: Carol Davidson Disapproved a/c 500 N. Broadway #163, Jericho, NY 11753 / Phone: 516-472-7033 Expirationno -unuu,g ii,spector l a ng el $; APPLICATION FOR BUILDING PERMIT J p JUN Date June 1 12020 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 required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 500 N. Broadway #163, Jericho, NY 11753 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder General Contractor Name of owner of premises Patrick Naglieri & Margaret McConnell (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. 38730-H Plumbers License No. Electricians License No. 3735E Other Trade's License No. 1. Location of land on which proposed work will be done: 9955 Sound View Ave. Southold House Number Street Hamlet County Tax Map No. 1000 Section 59 Block 02 Lot o5 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residential b. Intended use and occupancy Single family residential 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars N/A 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front 22.5' Rear 22.51 Depth 38.0' Height Number of Stories 1 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 2 6.5' Rear 26.51 Depth 43.01 Height 29.5' Number of Stories 2 9. Size of lot: Front 53.42' Rear 53.42' Depth 133.56 10. Date of Purchase N,,.,_ 2 n n Name of Former Owner Joseph & Kathleen McCaffrey 11.Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES X NO Patrick Naglieri 9955 Sound View Ave 14.Names of Owner of premisesNargaret McconnellAddress Southold, NY 11971 phone No. 516-413-5875 11 Edwards Dr. Name of Architect Anthony Shulde Address Elc�mslaurq, en 17®1, Phone No 570-550-59tin Name of Contractor Long Island Modular Homes Address 500 N. Broadway #163Phone No. 516-472-7033 Jericho, NY 11753 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *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 X *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO X *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Carol Davidson being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to fore me th' d =1�:D No Signature of Applicant LAURIE ANN WAGONFELD NOTARY PUBLIC,STATE OF NEW YORK NO.01 WA6396360 QUALIFIED IN NASSAU COUNTY COMMISSION EXPIRES 08/19/2023 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c /- hh, Phone: ��✓ b Expiration ,20 Bui t ector ISAPPROVAL D F% EVE PPL ATION FOR BUILDING PERMIT F E B 2 7 2019 Date 20 INSTRUCTIONS a. Thi�T` i�tiori 1VIb4T be completely fille in by typewriter or in ink and submitted to the Building Inspector with 4 sets of. ast `t�Pti+tbjale. Fee accordin to schedule. b. Plot plan showing location of lot and of buil 'ngs on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not a commenced before issuance of Building Permit. d. Upon approval of this application,the Building spector will issue a Building Permit to the applicant. Such a permit shall be kept on`the premises available for inspection throu out the work. e.No building shall be occupied or used in whole or'n part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if thework autho 'zed 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 Inspecto may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Dep ment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alteration or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,build g code,housing co regulations,and to admit authorized inspectors on premises and in building for necessary inspec 'ons. (Signature of applicant or name,if a corporation) ,51020 ob o-7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, gener I contractor, electrician, plumber or builder Name of owner of premises &&'16 ' (As on the tax roll or lateed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. a350 —t+ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of lanclon whichroposed work will be one: �5o e House Number Street Hamlet County Tax Map No. 1000 Section LJ Block Z Lot i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 2 fj� 916 h-f 42�ejdp�SfPcZ b. Intended use and occupancy A,(,eA,) rl yL,,cjf 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost yB�J, Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 1F YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 1F YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said 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. Sw rnW before me thi " � C� d y of -C,o, 20 BETSY A.PERKINS0 otary Pu licNotary Public,State of New York ignature of Applicant No.01 PE6130636 Qualified in Suffolk Coun �// Commission Expires July 18,�1W-/ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: March 6, 2019 TO: Patricia Moore(Naglieri) 51020 Main Road Southold, NY 11971 Please take notice that your application dated February 27, 2019: For permit to demolish existing house and construct a new single-family dwelling at: Location of property: 9955 Soundview Avenue, Southold,NY County Tax Map No. 1000 - Section 59 Block 2 Lot 5 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 6,677 sq. ft. lot in the Residential R- 40 District is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a minimum front yard and rear setback of 35 feet, and a total combined side yard setback of 25 feet. The proposed construction has a front yard setback of 27.5 feet, a rear yard setback of 31.1 feet and a total combined side yard setback of 23.5 feet In addition, the maximum lot coverage permitted is 20%. The proposed lot coverage is 26.2%. Authorized ature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. NOTES: 1-ITEMS SHOWN ON THIS EXTERIOR ELEVATION ARE FOR ILLUSTRATED PURPOSES ONLY 2-ALL EXTERIOR SIDING ON SITE BY OTHERS 3-ACCESS TO GRADE ON ALL ELEVATIONS IS ON SITE BY OTHERS INDICATES MSS SUPPLIED AND SITE INSTALLED BY SET CREW INDICATES SUPPLIED AND SITE INSTALLED BY OTHERS C a _ rj 3 O RmGEVENT'• a RIOGEVENT^ uj L EO Q TLu n li 1V O EcoRarrvE•suNa3uRsr T ALUM.FACIA IVE DECORATEAVE 517E LVSTAIIFD 1 T PERFORATED SOFFR ERFORATED SOFFIT p v CIA FLNslED CERAIa ALUM.FAp .m Oo OUTSIDE CORNEA POSTflIfT �� m-- aN OUTSIDE CORNER POST 2 Z m io 0 FINISHED FLOOR o ZE= N ? Z-2 Z N 5 ZZ FLNISHEDCMM Mwt3 C II�fIIII I1II IIII II�'I I'If IIII 11111111 s m Q K O o l�i q z O vi If FensHEDctooR Rt FW-.D=OD o W PORCH.RALLWGS AND STAIRSARE GPADEVARIEs Y �� PRONOEDANO INSTALLED BY OTHERS SBlINOSITE 8ALIED J W w Qy I-- W y Q DLIOBLOCK _7 co cwl p¢oy LCL 1.101%7 NABS AT EACH STUD O�d ^o W 4 2X6 SUB FACIA .--v ; n U 3I4•XB•PLYWOOD L j p 1- M OE FsmcFmwEGREsswRmOw DECORATIVE EAVEIPORTICO DETAIL DATE DWG RESERVED FOR PE STAMP nl-I NOTES: 1-ITEMS SHOWN ON THIS EXTERIOR ELEVATION ARE FOR ILLUSTRATED PURPOSES ONLY 2-ALL EXTERIOR SIDING ON SITE BY OTHERS 3-ACCESS TO GRADE ON ALL ELEVATIONS IS ON SITE BY OTHERS INDICATES MSS SUPPLIED AND SITE INSTALLED BY SET CREW INDICATES SUPPLIED AND SITE INSTALLED BY OTHERS oA .:c o a a O qM J p RIDGEVENr* Q g<0 cn u� w� v� LLJcr D �LL co mWN10 do I'MISIEDCEILING w ON AUALFACIA 5E e =2 PERFORATED SOFFIT w UTSNDE CORNER POST D A RAINDS 1RS ARE FRONDED m Cdr 5= AND INSTALLED BY OTHERS O 3 S� b 0 ® is 09m= „ Fi.`DSRED FLDDR is Z z`—' CNY �m� 5 3 tO� N �Yi SW,m FINISHED CEADNG S2' 4C a W M F 2 o O P V O OOQ q mQ �� §� GO �GO Z O z d rn cn I Q c9 > Fl`DSNEG FLOOR � W OO LLI O GNDEVARIES m y 0 W SmWO SUPPl1E0 AND LNSTAOEDON SITEBY OTHERS B W mw 0 PORCH RPILMGS AND STAIRSARE o y �2 cn PROVIDED AND INSTALLED BYOTHERScnul PORCH ROOF TO BE DESIGED BY NY LIFNCED PEIRA PORCH TO BE INDEPENDANT OF MODULES, Q GO d G DESIGN,CONSTRUCTION AND INSPECTION TO BE BY LOCAL BUILDING OFFICIAL 03, 0 w"'i zzo w c ; L) iG M DATE DWG RESERVED FOR PE STAMP 319/18 5a NOTES: 1-ITEMS SHOWN ON THIS EXTERIOR ELEVATION ARE FOR ILLUSTRATED PURPOSES ONLY 3-ALL E S T01 GRRSIDING DE ONOALL ELEVATIONSISIS ON SITE BY OTHERS INDICATES MSS SUPPLIED AND SITE INSTALLED BY SET CREW m INDICATES SUPPLIED AND SITE INSTALLED BY OTHERS N _ EE cc ulp� > L (5 a � 3cc a?;*e-5 o RmOEVENF• Q - UU cm OfQ Np FINISHED CEILING m ON LU ALUM.FACIA 5 2Z PERFORATED SOFFIT W ------OUTSIDE CORNER POST z Z i�Sri �Ei Zd loo FORSHED FLOOR h Z 8 12 S O N N W FINISHED CEUNG S y� W N Z K d O W V O JOf W DO a x 0 a S m� Zz �r O � >. H uj g T FNSHEDFLOOR m C, x Ntio J GRADE VARIES }m >-mO 9) w ,r SIDING SUPPLIED AND WSTAILED ON SITE BY OTHERS N O W Q hW mW PORCH ROOF TO BE DESIGED BY NY UENCED PM PORCH TO BE INDEPFNDANT OF MODULES. p Lu 55 DESIGN.CONSTRUCTION AND INSPECTION TO BE BY LOCAL BUILDING OFFICIAL �O Qo 6o J W 0^ �L,u.L O 11 Q EMEAGENCYEGRESSW4WOMI 1- m DATE DWG RESERVED FOR PE STAMP L5b m 4S RIGHiSIDE E E� MRMNGSARE PRREOVBIYDEDIAND O` O \ '0 u AT 327014'FROM THE NOSING ^ 3� SEC.8311.7.82708311.7.8.1. a-pr 2r-5 718* U 'S 20W+ r' 'ff '4 1 4�'03# 3757TBIVEM 37577E6PE9ED LIJ b� 7T �F(� wSC�AHNFwWN4NE��4EP2�CYlMA1LIIC0aOH4�Ee0NFPAM9s9L�TFAo'IDcU8Ne�s1W1�EN4IWrEcYRewuESSnTnPA1EI1R0IED wSSLULUTTOERWEAPLlR3D5V1ITDIHGRW1]R H ANDWEATHERBiNP E,24 Oaro1NSTAumoxsDE 6. BATH#3 6u AT 21" d Hi i° m LL QN fly QNas 0W'(y 0p.o LIVING DINING ROOM BPRHDDORWIDYR •'�a AREA-505saFr. — x I'41 fi' 4• Z71 7_7 17 7d' 6'-012' F,r O o Tq �� 2v11It5911r LV10EIlINvG 2-11 114'LVL CEILING BEAM 2-1 4' BEAMBLEApIM000LE WR-112'29 llr LVL DI FLOOR W72.112's9114'L INFLOWRA EACH d1CWIREG �¢�• _ _ _ _ �OVEEA DIN EACH MODULE ABOVE AD IN CH MODULE__ Z _ // —�'•1T172" 1.2x4 SPF 02 T= EACH MSPF ODU02 2•h4SPF. 2-2A SPF 92 824 2-2.4 SPF 92 EACH MODULE EACH MODULE EACH MODULE PDH EACH MODULE � 3 1.24SPF02 O J B"I rr EACH MODULE RD I4 s ll55 024 �� Cis ffi W`r7i I z x�4 a PDN AREA=10s So.FT. OJ F BT9 y FOYER H C m o �j REOU4TRW 1suw BAER SPACE KITCHEN AREA=239 SOFT. �^[A '7 11 LS3412 B63D3 SRpA E 0&114 q WJ312 C4ASSDCmRS GIASSDO+R 157 '•7 7757 3757 379 PANEL BOXwB55wT a6 � W�� O 1'41f1' 8''9' FO 21'-0' 4' 14U 1? 4' 6'-017Y T p LL SLB' Y4 r' L 3,4 yr 24.4 7 >,§A($ 30•B' m (n U 7Lij J 4Y LL Ed W to U J F— I�ADFnlaFr2lssP1.WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72'ABOVE THE FINISHED GRADE OR o LL SURFACE BELOW THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24'ABOVE THE 9'-V CEILINGS FINISHED FLOOR OF THE THE ROOM IN WHICH THE WINDOW IS LOCATED,GLAZING BETWEEN THE FLOOR AND1121 SOFT. O<g 24'SHALL BE FIXED OR HAVE AN OPENING THROUGH WHICH A 4'DIAMETER SPHERE CANNOT PASS. �wNn 2.WINDOWSINSTALLEDHAVEASILLAT243I4"ABOVE FLOOR. 2usafnsnms �g w o 3.WINDOW HEADERS ARE 2.2x6 SPF#2 UNLESS NOTED DIFFERENT. Ssosso0a nw0o 4.MULLIONS ARE TO MEET R609.8 TYPICAL HEADER SHIPPED LOOSE L!°"u""" Q-srsTEumS •TbOVMrcVDlV :nn sEFn sTws `� NOMN1FASTOONGPERFASTENNOSCHEDULE TYPICAL EXTERIOR WALLCORNERDETAL DATE DWG RESERVED FOR PE STAMP t�> /tl6 3 DRYERBOX Io 1111 AT DRYER LOUTroN WI7N4'WrAL PPE STUBB®THPWGH BOOR CONPlE110N OF DOLT TO E](IFW OB 16 BY OTHERS DTrs11E M cn C H E � c RAawGS ARE PROVIDEDAND 'ts(YJ e wsruLED o"TE BY OTHERS T AT 32'TO 01'FROIA THE NOSING. Ll 474r ET R3IL79.2To 8311.79.4. U 0 9'-2 1P-B 1R' TA' if 3q' N p 3157 2811 AP. W•`LL. n• > 2TS17Eh0'. HEADERAT2r AFF Y1LN0Wl PISTPIIEn O SPIV PRESSUREIREA Qcn cr V6B58 LU R N. 111116'. r4 Ir-.==,o I 6 N LL.N 0 6 ��. 7B•CT -3' W.I.C.#2 I S h II I �R v BATH#1 " BYrLASS OHHg ~ I '�` LAUNDRY 7 BB CURB I Iq (A P dt 13 3•- "' LBATH#2 i; o ti 2.6 2E UA7:N a $ I 2Svld1-17 I b 0 3.2s10SPF#2HEADER S.L I PULL DPlM I 9 a =Z AT 63518'AFF.OVER(�)SPF R2 S711DSI v t y II m q >^ i. 28 26 0 Q c M BEpM F�.ACH lAO0 LE(�4.7I.Oj LINEN 2-2r6SPP02STUDS ¢Z °a__�aaQa— ;T W�9 N �2.2s4sPFnsTUDs Ic 2-2AdsaPFc2stws a aaa== =�=� mm= �yz EACH MODULE EACH AIOOULE Z (D Z V b I I 2-WSPF92STUDS BEDROOM#1 f a a N of ,g m TOTALAREA=220SO.FT. L BEDROOM#2 BEDROOM#3 C¢u a w w o 4 F I r TOTALAREA=14160.FT. TOTALAREA•I60SOFT. 7J o f p � a U IOj 1 SPOI PRESSURE TREATED © Q re (/j a (7 0 L 16- 3761 ,d 1 2157 d' Sd d' 3757 -01 d,3757TEAP, •-101 6' at H m C7 f3 3'-0 4• 17-11 17.817• 1 J S!# y } 0 CN 1721 3P•91 m N C, 43.0- J W Ld ^ D H ~ Z 1.WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72'ABOVE THE FINISHED GRADE OR cn o 0 SURFACE BELOW,THE LOWEST PART OF THE CLEAR OPENING SHALL BEA MINIMUM OF 24'ABOVE THE w FINISHED FLOOR OF THE THE ROOM IN WHICH THE WINDOW IS LOCATED,GLAZING BETWEEN THE FLOOR AND 8'-0'CEILINGS o `YA 24'SHALL BE FIXED OR HAVE AN OPENING THROUGH WHICH A 4'DIAMETER SPHERE CANNOT PASS. 1106 SQ.FT. O g 2.WINDOWS INSTALLED HAVE A SILL AT 24 314"ABOVE FLOOR. o w w� 3.WINDOW HEADERS ARE 2-2x6 SPF#2 UNLESS NOTED DIFFERENT. resPvu srws 4.ATTIC ACCESS INSULATION INSTALLATION TO COMPLY WITH SECTION N1102.2A asea anwoo w R U`I p-mmr anuses W u, xaus2vusnms w QE BIEAGENCYE0PEB5N . TYPICAL EXTERIOR waucoRNEROE�Aa DATE DWG RESERVED FOR PE STAMP ti�A�B 3a F' + SURVEY OF PROPERTY �3 A T SO UTHOLD I TOWN OF SOUTHOLD RECEIVED1 SUFFOLK COUNTY, X Y. SEP 2 7 2019 I ISO`, 1000-59-02-05 Pve SCALE: 1'20' Zoning Board Of Appeals NG W MARCH 13, 2018 JUNE 7, 2018 (BLDG. REVISION) / DECEMBER 5, 2018 (REVISION) JANUARY 29, 2019 (ADJ SETBACKS) PROPOSED SEPTIC SYSTEM ,,/ SEPTEMBER 19, 2019 (PROPOSED HOUSE) (3 BEDROOMS) 1-1000 GAL. 8'0 X 4' DEEP ' DWELLING WITH PUBLIC WATER I MC1156 107/'" 2-80 X 6' DEEP LEACHING POOL I — F MP10 - -- - - - - -- - - -- - - N1wE F NGw\� 53 k2 0 + i ' I o TEST HOLE DATA McDONALDG OSCIENCS 7 ' o r1 AVE FES EL. 24.1' CMF 1 DARK BROWN LOAM OL 1 BROWN CLAY CL = N EXISTING DWELLING 7. ' N/0/F RICHARD LEE J` s FR? HOUSE PUBLIC WATER BROWN CLAYEY SAND SC I UNKNOWN EXISTING DWELLING SEPTIC u N 1 9 i 1 STY. z m PALE BROWN FINE SAND SP I FR. HOUSE .�. ;' STRUCTURES TO EL. 11.9, 122• IV BE REMOVED o .t N/0/F LLOYD & MARY CLARK 24.5' N !A DWELLING I O WATER IN PALE BROWN FINE SAND SP ' 2ND DECK 26.5' I 1 y WELL 1 t 1 19' 1 PROP. PROPOSED EXISTING I R/0 PORCHlo UNIT 2 �,. 1 STY. J" NOTE. WATER ENCOUNTERED 12.2' BELOW SURFACE 59 c FR. HOUSE t; : g FR. HOUSE w � " FR. GAR. I S0, " , a w I I WELL � t " icz -- - - -- -- — — -- -- -- 26.5'',; 13.5. LOT COVERAGE I I 1Op8• �0. "/ � EXISTING LOT 6,677 SQ.FT. 'oz.e• ST O O 5' CA �� 101' EXIS77NG: 1 0� MIN '/ HOUSE 855 SQ.FT. I w CFS "M\N 0 / REAR DECK W/STAIRS 421 SQ.FT. 37.9' �� . / SHED 131 SQ.FT. FR. GA rn l R/0 BIN 19 SO.FT i 1 EXISTING CP 1TH E\.•2� PORCH 63 SQ.FT. I 1 HOUSE 10 / T4Zg SQ.FT FR. MIN. EX �'i; i. �`r. CMF iTio I I :=- 1489/6677 = 223% 1 S,nM13 R dt2 PROPOSED: GR LOT AREA 6,677 sq.ft. qV F ; HOUSE 1,140 sq.ft. Sq1'� N20 MEQ G ' G>'1 2ND FLR. DECK 196 sq.ft. I H 6J J TTJU " ILPOLE t t�j 1,336/6,677 = 20.0 sq.ft. u I N/0/F JOHN CASIIGLIONE "/ oG� of PP trEN v i DWELLING . 1 PUBLIC WATER KEY 3 56, ""/ 11Ell Q = REBAR I I 13 "/ \N S ® = WELL i 1 "�/" S �� WP�`R / � PvBuC Bldg Dept co d from 8$ ® = STAKE I I Final review e docm = TEST HOLE ZSA File# -73 Do ® i "'/ G�;6� ® = PIPE E = MONUMENT I I/ = WETLAND FLAG I cTh = U77LITY POLE ,�r>SOF Nsk,, = HYDRANT WPfi`R �� h''AA'r 0�, vaoc NOS 1$01 .. r;',.::..�;`';'.. `',.^.�� • ELEVA77ONS ARE REFERENCED TO NA V0 88. EXIS77NO SANITARY SYSTEM TO BE ABANDONED IN ACCORDANCE WITH SCDHS SPECIFICA77ONS I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR �` °`°� °b er�fi•,n LIG NO. 49618 SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The PECON/C`SURtjEYQRS; P.C. location of wells and cesspools shown hereon are from field observations and or from data obtained from others. (631) 765-5020 FAX (631) 765-1797 ANY AtTERA77ON OR ADD177ON TO THIS SURVEY IS A V 0LA77ON OF SEC77ON 7209OF THE NEW YORK STA TE EDUCA77ON LAW. EXCEPT AS PER SEC77ON AREA=6,677 S.F. P.O. BOX 909 7209—SUBDIVISION 2. ALL CER77RCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL 1230 TRAVELER STREET 18_142 OF TNI;• SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTNOLD, N.Y. 11971 r • DD (\F SCUT $OARD MEMBERS Southold Town Hall - O�� y�l Leslie Kanes Weisman,Chairperson O 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes • �O� Town Annex/First Floor, Robert Lehnert,Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento UN�,� Sn„rhnld-NY 11971 RECEIVE http://southoldtownny.gov Q, �+ (Q 3.q 57W { ZONING BOARD OF APPEALS Q� OCT 1 V 2 19 TOWN OF SOUTHOLD • o Tel.(631)765-1809•Fax(631)765-9064 Southold Town ('!n.r°�J OCT 2 1 2019 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 10, 2019 ZBA FILE: 7300 NAME OF APPLICANT: Patrick Naglieri and Margaret McConnell PROPERTY LOCATION: 9955 Soundview Avenue, Southold,NY SCTM#1000-59-2-5 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines-that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated April 10, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 6,677 square foot parcel located in the Residential R-40 Zoning District. The northerly property measures 53.42 feet, the easterly property measures 133.56 feet, the southerly property measures 53.42 feet and is adjacent to Soundview Avenue, and the westerly property measures 133.56 feet. The lot is improved with a single-story wood framed residence with an attached wood deck on the rear property along with a shed located on the northwest side of the rear yard as shown on the survey map prepared by John T.Metzger, LS, dated September 19, 2019. BASIS OF APPLICATION: Request for Variances from Article XXIII, Sections 280-124 and the Building Inspector's March 6, 2019, Notice of Disapproval based on an application to demolish an existing dwelling and construct a new single family dwelling; at, 1) located less than the code required minimum front yard setback of 35 feet; 2) located less than the code required rear yard setback of 35 feet; 3) located less than the code required ' combined side yard setback of 25 feet; 4) more than the code permitted maximum lot coverage of 20%; located at 9955 Soundview Avenue, Southold,NY. SCTM#1000-59-2-5. Page 2, October 10, 2019 #7300,Naglieri S6TM No. 1000-59-2-5 RELIEF REQUESTED: The applicant requests variances to demolish and construct a new single-family dwelling at 9955 Soundview Avenue, Southold, NY. SCTM#1000-59-2-5. The proposed construction, on this nonconforming 6,677 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII. Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a minimum front yard and rear setback of 35 feet, and a total combined side yard setback of 25 feet. The proposed construction has a front yard setback of 27.5 feet, a rear yard setback of 31.l feet and total combined side yard setback of 23.5 feet. In addition, the maximum lot coverage permitted is 20%. The proposed lot overage is 26.2%. AMENDED APPLICATION: At the hearing the applicant was asked to bring the plan into more conformity with the code, On September 27, 2019 new plans were submitted with a new survey dated September 19, 2019. The plans for the new house have been revised to eliminate the front yard and lot coverage variances. The front porch and first floor rear yard deck (replaced with an at grade patio) and as built framed shed have been eliminated and the second-floor balcony has been reduced in size thereby reducing the proposed lot coverage from 26.2% to the code conforming maximum of 20%. By eliminating the front porch, the amended application also increases the originally proposed non-conforming front yard setback of 27.5 feet to a conforming 35.1 feet. The second-floor balcony has been reduced in size to 8 ft. by 24.5 feet from 10 ft: by 24,5 feet to increase the rear yard setback from 31.1 feet to 33.3 feet where the code requires a minimum of 35 feet, therefore creating more conformity with the code. Therefore, the amended application still requires variance relief for a rear yard setback of 33.3 feet and a combined side yard setback of 23.5 feet where the code requires a minimum of 25 feet. This amended proposal is significantly more conforming then the variance relief as applied for. ADDITIONAL INFORMATION: The proposed new house will be a modular construction by Modular Steel Systems, Inc. whose drawings were last revised on August 26, 2019 showing a new sanitary system to be installed as approved by the Suffolk County Department of Health. At the hearing an adjacent neighbor spoke in opposition to the application. However, a letter from another adjacent neighbors to the west was received on August 12, 2019 in support-of the application, pointing out that the side yard setback of the existing dwelling, to be demolished, is much closer to the shared property line of the objecting neighbor than the new dwelling that the applicant is proposing to build. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 1, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject neighborhood has been a longtime beach community with small cottages on small lots. Many of these old cottages have been improved and modernized or replaced with new homes over time. The applicant's amended proposal is in keeping with improvements to other dwellings and properties in this community. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The proposed modular construction has been revised to conform to the code required lot coverage and front yard setback. However, the subject lot is very narrow and the width of the proposed home cannot be feasibly reduced to create a conforming combined side yard setback. The applicant cannot create a conforming rear yard setback because moving the dwelling closer to the road will create a non-confirming front yard setback which would be more visible to the street and reduce the area required for the installation of a new sanitary system. • Page 3,October 10,2019 97300,Naglieri STM No. 1000-59-2-5 3. Town Law §267-b(3)(b)(3). The amended variances as granted herein are not mathematically substantial, representing 4.8% relief from the code for the proposed rear yard setback and 6% relief from the code for the proposed combined side yard setback, as shown on the updated survey prepared by John T. Metzger, LS, last revised September 19, 2019. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code, and plans to install a new sanitary system. 5. Town Law 5267-1b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief, AS AMENDED, is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Dantes, and duly carried,to GRANT the variances, AS AMENDED, and shown on the survey map prepared by John T. Metzger, LS and last revised September 19, 2019 and the revised modular plans by Modular Steel Systems, Inc. dated August 26, 2019. " SUBJECT TO THE FOLLOWING CONDITIONS: 1. The "as built" shed shall be removed from the subject property prior to the issuance of a Certificate of Occupancy, as shown on the survey cited above. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been Page 4, October 10,2019 97300,Naglieri S(`'TM'No. 1000-59-2-5 procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Acampora, Planamento and Lelinet°t,'(5-0)' eslie Kanes Weisman, Chairperson Approved for filing/0/ /2019 g0lt(9(':�, BOARD MEMBERS ®0® C'®� Town Hall Annex Leslie Kanes Weisman,Chairperson 53095 Route 25,Main Road Patricia Acampora ® "� P.O.Box 1179 W at Eric Dantes Southold,NY 11971 Robert Lehnert,Jr. 4,. ® Telephone(631)765-1809 Nicholas Planamento ®1 �� NOV $ 202 http://southoldtownny.gov ZONING BOARD OF APPEALS '� • .. EXTENSION DETERMINATION One Year Extension Regular Meeting of November 17, 2022 ZBA FILE: 7300 NAME OF APPLICANT: Patrick Naglieri and Margaret McConnell PROPERTY LOCATION: 9955 Soundview Avenue, Southold,NY SCTM#1000-59-2-5 BASIS OF APPLICATION: Request for Variances from Article XXIII, Sections 280-124 and the Building Inspector's March 6, 2019, Notice of Disapproval based on an application to demolish an existing dwelling and construct a new single family dwelling; at, 1) located less than the code required minimum front yard setback of 35 feet; 2) located less than the code required rear yard setback of 35 feet; 3) located less than the code required combined side yard setback of 25 feet; 4)more than the code permitted maximum lot coverage of 20%; located at 9955 Soundview Avenue, Southold,NY. SCTM#1000-59-2-5. RELIEF REQUESTED AS AMENDED: The plans for the new house have been revised to eliminate the front yard and lot coverage variances. The front porch and first floor rear yard deck (replaced with an at grade patio) and as built framed shed have been eliminated and the second-floor balcony has been reduced in size thereby reducing the proposed lot coverage from 26.2% to the code conforming maximum of 20%. By eliminating the front.porch, the amended application also increases the originally proposed non-conforming front yard setback of 27.5 feet to a conforming 35.1 feet.The second-floor balcony has been reduced in size to 8 ft.by 24.5 feet from 10 ft.by 24,5 feet to increase the rear yard setback from 31.1 feet to 33.3 feet where the code requires a minimum of 35 feet,therefore creating more conformity with the code. Therefore, the amended application still requires variance relief for a rear yard setback of 33.3 feet and a combined side yard setback of 23.5 feet where the code requires a minimum of 25 feet. DATE OF PUBLIC HEARING: August 1,2019 This request for a variance was originally Granted as Amended on October 10, 2019 with a condition that the"as built" shed be removed from the subject property prior to the issuance of a Certificate of Occupancy. By email correspondence dated November 4, 2022,the applicant requested a one-year extension of the Variance Relief. 045,P1W re S RESOLUTION OF THE BOARD: A motion was offered by Member i seconded by Member and duly carried,to GRANT, the applicant's request that the above cited determination be extended for a one-year period beginning October 10,2022,and to expire on October 10,2023 as per Chapter 280-146 of the Code of the Town of Southold. Vote e Board: Ay s: (g-_O) slie Kane's Weis an Approved for filing /J / �� /2022 Affiliiii..iiiiiiiiiiiiis:si:s::s s - --- OfFat Ir�oGyP BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o . Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # Date St —5 2021 Customer Name Electrician Name I I Address Phone �— e-mail e-mail Phone License# Size A Phase I Overhead Underground #of Meters Remarks #of'Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.on the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days date above. Authorized by V� - �pN 2 9 TdvdE6U As ac Tckphm%M)70-1802- 5 437.5 0-1802°54875 Maio Road ' �e mgerAche • So dwld,NY 11971.0959 Bt1]1 DMG AEPAEiT aNT - • TOWN OF SOUTHOLD • APPLICATION EQR ELECTRICAL�I -SPI CTION 0 � '; ^R` • colt` 1 fit C !]ate: a 6 Company Name: QtNC-, ' Name:. Ll ense.NQ.: a- — -nna r+a 03 C01, dc. -CO adds: �S 'v K i H N •`� l Phone iota: .1088ITE INF0RMAT10N: (*#ndlcates.required information). *`Address: - S S R vV7 JJ 14 *Cross Street: `Phone No.: '. . Permit No.: 0- Tax Map D Mdct: —.1000 Section: .5L<3- ock: _' Lot 'BRIEF OF-SCRIPTION OF WORK(Please Print Clear v) b000 Ovwet eft"o .(Pleave CWe Alt That Apply) Is-icib ready tbrinepection: Y-0! NO Rough In- Final- �; - `Ob you.need a Temp Certificate: oo - S NO 'IA Temp informati ededl *Servloe S17e: 1 I?h e. 3!?has® 400 154 : 00 30Q 350 400 O a' *New Service: Re-connect Underground' Number of Mela� ange of Service overhead Additional lnfnrma#ion: -PAYMENT DUE WITH-APPLICATIOK '7 1sszze�z . TdRti F7alI Aat►ei� i [ Jxf Tekphoae(630 7WI802' 54875 Main Ilotd' oner riche o 6 7 0 11y US. , . Souwd,NY I1971-095'9 BUILDING DEPS _ TOWN OF SOUTHOLD APPLICATION- FOR ELECTRICAL INS_PIECTION• r Date: dQ6 VESTE 5Y; company Name: • C C N Plaine: • • , � � - . lie.No.: cl r C -Cor4 ; ,. Address: �S V I-L i N hl • ' Phone•Na.: `. a 17 ..1088IT INFORMATION: (*IndlGates required information) . d '*NA C L2 ww ELL, 1( 6A V-C T �. "Address: q955 •N V f *Cross Street: "Phone No.: '. .Permit No.: Tax Map District: -1000" ' 'Section: _ ock: Lot '`BMEF 1DESCRIPTION OF WORK(Please Print Clearly) s Navy .(Please Grate Aft That Apply)- lsjob ready forinspection: 8 I NO Rough In., Final 't?b you need a Temp Certificate: S NO Temp infonnati " ecled) *8et.vlCe We: 1 Ph . e. Mase 100 1150 00 - 300. - - 350• 400 O a *New Service: Reconnect Underground Number a€MeleE I J'ange of Service Overhead Additionat Information: TAYMENT DUE WITH*APPLICATION• 7 it A. esazset-. PERMIT # Address: SwitcheVK Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator / Combo Cooktop Transfer AC AH I Hood Service 'r Amps Have Used Special: ` Comments o / r GL Scot °Sulam A. Russell � 4- ST(0)IEZIAWWA ]E)I, SUPERVISOR MANA(Gr]EIMUENT z • SO TTHOLD TOWN HALL-P_O.Box 1179 p, 53095 Main Road-SOUTHOLD,NEWYORK 119710, - Town of Southold CHAPTER 236 STORIVI"R. MANAGEMENT WORK SHEET (TO BE,COMPLETED BY THE APPLICANT). —1D01ES-"THIS-_ o7E 1'-11WO F--TFIE- oI:towll�G+—' ---== ------- Yes ado tCHECK/yl 'THAT APPLYI, r� ❑0.A. Clearing, grubbing, graciing-gr stripping of land which affects_rnore.._,� , : than 5;000 square feed o"f &b.prid surface. p 'R[:1.13. Excavation of •filling involvng`more than 200 cubic s.of material ;i,-. y within any parcel or an ..contiguous ;area. , :Y - JUL 2 0 2020 []®'C: Site-preparation on slopes;W.hjich exceed 10>feet vertical rise to 100 feet:of horizontal :d taiice. B�,pINGDUPT. r, ❑ D- Site preparation with" of wetlandsbeach, bluff .coastal'Y7""`HGLD } erosion hazard area: : ❑ E. Site preparation within tlae.oi�e--hundred-year floodplain as depicted. ola'-YIRIVI Map ofanv�,vlatel,course_: ❑ F. Installation of new or.rasuFf` ced .imp r��iaous- urfac-,es.of 1,0°Q0 square r is 7 .. r -1 , f eer.or more, unless prior,approval 6f.',&{t Stohmwvater\Management .f._} 1, ..y 1.�:J.,t' Sf `• .. C:Irt .. Control Plan was,received by the`Town'and the'proposal..includes in-kind re lacem�ent;°of im pervious surfaces .. If you answered NO to all of the questions,above,.STOP! Complete thz.Applkant section.below with ypnr?Name, Signature, Contact Information, Date &.County Tax Map Number!. Chapter 236 does not apply to your project If you answered YES to one or more of the abovei please submit.Two..copies:of a Stormwater Management Control Plan and a completed Cbeck List Form to the Building Departm�nt3aiftbyouur:Building Permit Application. - -. .. . _. Date APPLICANT: (Property Owner,Design Professional,Agent Contractor'Other)- ,.1 S;G'r.Nl.;'- 1000. (;�lulq" NAME d L 1 l �Sdt� n,a,c t g5 OZ 0S 7h-7 :Z.t> w,�•. coon Block Lot „ /G°"_"` FOR BUILDING DEPMUNIENT USE GINLY"' Convect lnfomntiom `' �7 ' �•�o L Q Lam. iJ�t. - e of't. Reviewed By: Date. Property Address /Location of Construction Work: — — — — — — — — — — — — — - -- Approved —Approved for processing Building Permit Stormwater Managemenl Control Plan Not Required. LStormwater Management Cortrol Plat,is Required. (Forward to Engineering Department for Review.) FORM SMCP- TOS MAY 2014 , APPLICANT: Wroperry Owner,Design Professional,Agent,Contuetor,'Othlo.- - S.C.T.M;- 1000 CHAPTER Z36 b2: bS' Stormwater Management Control Plan CHECK LIST NAME: re u Section Block. lot h Yhy,;Ynw t •�. S C .�,-Plan Requirements: Provide 01VE copy of the8ullding Permit Application. _El Date: v s{c The,'a licant must rovlde a Com tete Ex la and/or Reason for not providing f/b–f/To2 Jo PP P, P P P o all Inforinal:16 tlLat has b"gen'Required by ijhc following Checklist! I. A Site Plan drawn to scale Not Less that 60'to the inch MUST. If You answered•No or NA to any:It m, Please Provide Justification Here'l YES NO NA show all of the following.itelT�s: If you need.additional room for explanations,Please'Provlde'additlonal Paper. •a. Location &-Description--of Property-Boixfidarics''= _..... _-_:... ..., r.___.. . b. Total Site Acreage, c7ix.isting - Natural & ManMade Features with:ln 500 . of the Site Boundary as required by,§236 7'02).: , d. Test Hole Data indicating Soil Characterlstics B.Depth to Ground Water. L Ti e. Limits of Clearing& Area of Proposed.,Land Disturbaride.. f. Existing & Proposed Contours of.the,Site tMmlmum2intervals) g, Location of all existing& p'roposedatruetures, roads, ' driveways,sidewalks,.drainagelmprovements&:utilities. h. Spot Grades & Finish Floor Elevationslor-;all ekisting& proposed structures. r I. Location of proposed Swimming Pool And.di§charge ting: Nc� L.-:- j. Location of proposed Soil.StoeFp7jl.e Areas. "g.T6zejePetv�r .: i ttL sn=.�.'. P k, Location of proposed Construction En4Cianc.e/Staging Area(s):' ,: _ -- ,, -, _ •' I. Location of propoised concrete-% ashout'area(s). In..Location of all proposed erosion 8 sediment cont"rolneasures: mien 5' L/JG£ v 2, Stormwater Management Castrol Plan i us;include Calcuiatlo—Aowing - that the Stormwater improvgn5ents are sized-to capture,store,andanfiltrate -i on-site the run=off from 1,pimpervloussurfacesgenerated bya.two(Z)•(nch.'. rainfall/storm event, - 3. Details 8 Sectional Draw�vgs for stormwafer practices are-required for approval; Reins requiring deta!Is:'shall'j,hclude but not-be llrniited to..... a. Erosion & SedirrT�0;;LG�onVrols„ " ILLji b. Construction Eofrai)-Ce & SitetAccess.. c. Inlet Drainage StruGtul'eS (e:g:catch.`basins,trencti:draitis,etc,;) , d. Leachin Struct•,I-eS-(e, ;infiltration basins;:swales;:.etc:) '. i-'t')1t i:NC;.INii:i:;4t•I IN,G ID!EPA[ 'r'lviEN"t' USE (JNLY'"°°°. , ._ - _ :I: __,.._ •::::::::-.:::,::: :_: .::,:::-:-: :.-�.�.,:.-.--::•.. . .. - . . . r I Additional Information is Required, Reviewed & I Stormwater Manageme t Control Plan is Not Complete. Approved By: �.. — - - y- — - - - - - - - - - - – i Stormwater Manageme it Control Plan Is Complete. Date: l SMCP hi 5'been approv d by the Engineering Department. FORM SWCP Check List-TOS MAY 2014 1 . ' NIM Workers' ORK CERTIFICATE OF STATE E COMpengatl6n Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(use street address only) I.b.Rusine§s TO-leph9ne Number of Insured - b16-472-7Q33 LONG MILAND,MOMLAk HOMES,&C. 6d 0 N b kTR'6 ROA MAY,#163 1p: NY$Unemployment.Insurance Employer Registration Number of 116.3 lr.'usurgd, Work Lmatfont o f 1 n su re d fOnly reqifir4d if co vem.oe 1,av,e.cific.0y limited to I&nbfmation Number of Insured or Social Sedurity- certalh-lo,coff.bns rJOVew York.Stat6j ig.,a Wrpp4jp POP# td' r6derol Employer ,2 r D-,2942679 2-Name.and Addrqss,of Entity-Requesting,Proof of Coverage. Name Pf"Ins.M-PW 94mer. clartilica -tI[En*Being'Listed as1he TOWN PF PqvMQI6.P Policy-,Nr Ity Listed in 9ox'1W' q PgRARTM -4a,826599-Gi.-i2i §,-P7r RPVTg-;2 Fwqy tffecka period D4jPj12Q2Q to 04101=21 4d The Propdeto_T,fthiers or EXqqtjj[ve 0fricarr.4M. ?Cif lip., p. f.,,, WjcM A r(n slfw--A 16 El pa,"ne .,..W This certifies,t haft the"insurance- ..carrier indicated. above,in box..-'I'I insures ltihe.*business-re-ferien-c ed above In box'I e for workers' ' 4Y tomperisafiori.under the New ork-..8tafe.Worker!eC-(jrt.lp-ensAfi'bnLLawes l-To-use thi-.4.fdrm.t4ewYork(*Ny')-trust be listed under;It6m,3A on the IN,Ok3IIAATIOhI. AG It— '0`,,f�ofttfi._ -.()r.qrp pqryipo �4,volijD4 -he ifisuW100 t-&ride or 4,5 k6n$jotl-a- i[l seed. jh'i _s, Corti gatep-.Irrs n The im liAted Owe as the cqjf h4jd-er h bi -V-% . -i CK umacet y ibrker..§ Co m- peh$0'q0 0oordw 4ay A 0 rrie f-must h bfl�•(he in 1.0 s ll�a P Tbe Pvq�q kq*h �.Or grid -V due tQ pyjr. optof ppemuirqs-'or within$.0 OPYSIF-t4grO 400 Oki v �- _ _ .nonpaylnerif of Promitiffit;,that cancel the'*ioy or eliminate tfie-lnsure4ftom the,QQv0rqq.e indicated on this Certificate, (These.notices be sent by.regular mail 0 orwseh- I th - 1� �j,t is c4rilficatels valid for one year ifter this form is approved by thp:lvis.urance carrier or its licensed agent,or until the policy expiration date listed-Irr b6i:'%alr,vvhlicbevor, Is earlier. Wis ortificote,is,issued as.Orri4ft.T of inf0m.l.a o _-Mion Only arfo-4,qnfe.v�ri -�,gtifs upopi the rain/ Cate lepte'h., !der,.This,cert ricalte I does riot amend, e)dehd o-r,4Iterjh6c.v0ra0o a e ty, i-P 'c -.Obe 406& Wy rights Ot t s bfflifios beyond those.contained".9 fflotO d ,the 00y:lf$Wd,norsit' o a n i in the referenced qqlicy, This cert eater ay-tie rased 9%0v-id0,n -of-*,e!Wq.*-es*Co ris Pp. -In Aqpe on erlyi g Poriv In.affect. .r ,at; rape ron nimpt Pt stir ly wh0e the und P -ts . Please Note:Upon cancellation iof the workers'comperisationiqy 41 indicated on this form,if the business continues to be _pp,. Ic named on a permit,licens6or.c6ritract issued by a 6effificife holdeir,the business must provide that certificate hoider with a new-.0er(IfI0Mp of- essioc "with#h,th,0 do M .e AndAtory" --,,V-", 0 regtitreitrerts of the NkW Y60-Sfa&. Lirtdor penalty of perjury,I certify that I arn.an authorized representative or'fic'eirised agent of the'fnsu rAnce carrier referenced Glave d V ho -k 460 iN 0 a-- 5,Agenry :Approved by: I-C Inc:. 00nft)wnebf0Ufhorizdd rTWI Eyllampia Ap pelbau- js�.ic6n,�=US Approved by: Daf&;.-W2aX M, 2240. -60-4,41 t$.i9tlaru�j (pare) Title.- E.UI-AMPIA APPELRALIM,,CERT-IRCATE MANA GER 5/22/2020 Telephone Number of authorized representative.or licensed agent ofinsurance carrier 51 -249-9200 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT zed'to issue isue it. vvmVqb..hy.gov LONGI-2 A 0.. DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 05/15/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement s. PRODUCER 516-248-9200 CONTACT Eulampia Appelbaum ICS Agency,Inc. PONE .. 516-248-9200 FAX 516-248-9017�- 431 Conklin Street a�c,No, FAX No: i Farmingdale,NY 11735-2612 E-MAIL :eulampia@icsagency.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:SOUTHWEST MARINE&GEN INS CO 12294 LOrl R ssland Modular Homes,Inc wsuRER e: 500,North Broadway,#163 INSURER C: Jerictlo;NY 11753 INSURER D: INSURER E: � I INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF,ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED;BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAD CLAIMS. ILTR TYPE OF INSURANCE ADDLSUBR POLICYNUMBER fMMLICY EFF- POLICY EXP i iwin LIMITS AX COMMERCIAL GENERAL LIABILITY _ EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR GL2019LHB00186. 05/13/2020 07/13!2020 DAMAGETORENrED 100,000 X P S oc urrence $ X BLItT ADDL INSD MED EXP An one erson $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: ! GENERAL AGGREGATE g 2,090,000 POLICY�PRpp�� LOC 2,000,000 JECT .. PRODUCTS-COMP/OP AGG $ OTHER: $ NED SINGLE L]MIT AUTOMOBILE LIABILITY COMBI'de $ ANY AUTO BODILY INJURY(Perperson) S ED OWNED ONLY AUTOSSULED. ! BODILY INJURY(Per accident $ �� ONLY I PROPERTY DAMAGE $ i AUTOS ONLY AUTOS per accident i UMBRELLA LIAR HOCCUR_ EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ . WORKERS COMPENSATIONPER OTH- ` AND EMPLOYERS'LIABILITY Y/N A E ANY PROPRIETOR/PARTNERlEXECUTIVEI EL.EACH ACCIDENT $ j OFFICEWMEMBER EXCLUDED? ❑ N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S j Ifyes,,descn under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMB 1 I j ' I i i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Certificate Holder:Town of Southold is included as an Additional Insured. ! i CERTIFICATE HOLDER CANCELLATION TOWNSHO 'SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ,ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 54375 Route 25 AUTHORIZED REPRESENTATIVE Southold,NY 11971 ; ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD I I <YKPAATE workers' CERTIFICATE OF INSURANCE COVERAGE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.7o be completed by Disability and Paid Family Leave Benefits.Carrier or Licensed InsgranceAgent.of that Carrier la.Legal Name&Address of Insured(use street address only) 1.b..Business.7efephor*Number of insured LONG 1SLAND:MOIJULAR HOMES INC ,51.6=472-7•d I 50a NORTH BROADWAY 8Ut'1'E41 M i JEFIICH0,NY 11753 1G.Pederal'Employer identification Number of*Insured afion_ofInsured on ; orSocial Security Number WorkLoe t lyrequjred ifcoverage 4 speclfrcallyyllmlted tG h certainlo660onsinNevrY01KState,le4ILViap-Up:P0CcyJ. ' I i A Name and Address-f Entity F� uestlrig.Proof of coverage., 3a Name.of Insurance Opnier 4Enbt}r Being Listen asthe Certificate Holder) ShelterPonf L"ifeansUrartceCompany TOWN OF 3DUTH.OLD I '6UILINGVZP'ARTMEN"f 3b'.Policy Nymbe.r of'.Ertify lasted in Box ll a" j 54375 ROMPM34 .� i . SOUTHOLE,.NY 11571 30.Pstlicy'effective period j t3 k31281� to 09112II�O 4. Po14prov14es1he folloWirig t2ei efits:: A 8bth lisabfIi y and paidfamily.leave benefits. P, Dia_bi%tiehefitsoily, Q O.Paid t'amilyleave 5enefils only: :5, PoticycSiyeis;: ' I ©.A.-.Aff dibLi eroployetls eirnoloyees.eligibfe under$ie•NY.S Matiility ar d Paid F'amiily LeaVe.Beridfifs Laws, El B:Ori(yr�Cie fbllbwirtg,Cia sslorlassiss of employer s ernpliiyi:es: I A Underenalt of e u. ,l cert that I am an authorized representatiVe,or e licnsed.agent.of the insurance carrier,referenced aboveandi'that the named insured hatWS Dr"sal&y, andor Paid Parnily Leave Behr f%#s iristiiatfce.Cover�ge ssdesdritied•2!Exdve jl;;*5igrred 2/9U=P, g y I -W. Af ' (Si�hafuYe:af�.3tiraRte 4dtri2i°saNtt>briz2d YepreSCnt�Five6Y N,YS(_,icenSed(ri�urattEe FCge6tgf UwtmSula"rice carriert � Telephone'Npm.Izer 5'16-829-$1.0-0 Name.End,TO _RlcK�rd White.; Chid 5 ecu.V OffiCef IMPORTANT' If Boxes 4A and SA are checked,and this•form is signed by the.insurance carriefs authorized.representative or NYS Licen.Sed IhslltanGe Agent of that oarriet,.this dertifle f$is:CQMPLET:E_.Neil it,direotly to th'e cel#ifi. fie holder. If Bqx 4B,4C,or 5B is checked,this certificate is.NQTCOMPLETE for purposes of"Section 220,Subd.8.of the NYS Disability and!Paid Family Leave.6enefits Lew it mug!be mailed fol ct5mpletion tq•the Workers't"ensatiati .Beard,Plans=Acceptance Unit,PO Box 520.0, Bingliamfnry :. lY 1 98 5200.. PART 2.To be completed by the NYS Workers'Compensation Board(only.if Box.4C or 5B of Parti hasbeen checked) State of New York . Workers':Compensallon.Board According to information maintained by the NYS Woikers'Compi::iisat'ioh Board,the above-named employer has complied with the NYS Oisabifity"and Paid Family Leave Benefits Lawwith respectto alr'ofhis/her employees. Date Signed By (signature,ol`Author¢ed-NYS Workers!Compensation Board Employee) Telephone Number Name-and Titte Please Note:Only insurance carriers licensed to write NYS disability,and paid family leave benefits insurance policies,and NYS licensed insurance agents of those insurance carriers are authorized to issue Form OB-120:1.Insurance brokers are NOT authorized to issue this form. DB-120.1(10-17) IIIIIPiuiioi�i2ii0iiiIiiiili10ioi11aii1011� i, HOUSESLATE OR OTHER CAST IRON F.F. EL. 27.0' SUITALE COVER AT GRADEfEL.24.6' LOCKING COVER i I SURVEY OF PROPERTY OPPER END PLUG j FINISHED GRADE EL.24.5' I A T SO UTHOLD EL 24.6' FINISHED GRADE I 22.0' o L'3 MASONARY CHIMNEY I TOWN OF SO UTHOLD 6'MIN. , SUFFOLK COUNTY, N. Y. CLEAN 0 12' 14. 1 I.E. _ 18' I.E. m m s �R 1000-59-02-0521.5' 6 �.i 21.0' I.E.1/4• per foot min. pitch 1/6•per foot min 20,9' mom P min. 4• dia. pipe pitch min. a dia. pipe m ea m QUBVC w SCALE: 1!�0� class 2400 pipe or equal 4• class 2400 pipe or equal m ram 3' MIN ``NG MARCH 13, 2018 1000 GAL PRECAST 3• MIN 0 m In 2M e IM m m m COLLAR o SEPTIC TANK 3' MIN 0 m m M M em m m a o JUNE 7, 2018 (BLDG. REVISION) 4• uoulD DEPTH m m m Rn en M m m m N I / DECEMBER 5, 2018 (REVISION) 0 0 0 in C 9 m o 9 JANUARY 29, 2019 (ADJ SETBACKS) 0 mm m 2n e mom SLATE OR OTHER STOPPER END 0 0 m 0 en o em m o° S I ' �, _ °0 m � e en M o° / SEPTEMBER 19, 2019 (PROPOSED HOUSE) SUITABL COVER OR PLUG a m m � e � m m a AT GRADE °m m an In lens m m° f m m m en ITS m o a NOVEMBER 13, 2019 (RUNOFF CALCULATION) W 8'0 - - - - C / JANUARY 7, 2020 (HD COMMENTS) io LEACHING POOL ,nGUS R 107 N DWELLING WITH PUBLIC WATER Y MC G WPB / W SAND SW SEWER PIPE 8.0 ——— —— —— — — —— ———i /OP *ok 3 �� CMS % IV41-15 DIG DOWN 80 TO SAND (SP) SAND I +S 30' EL80W REMOVE MATERIAL AND SW I d•�Z1G X BACKFILL WITH SAND (SW) o _- ``�, � ---- (SAND SP) 60. WYE pTIC SYSTEM DETAIL y CLEAN OUT DETAIL "'s I r EXISTING DWELLING NTS c:;.:::: N 2 STY. PUBLIC WATER N/0/F RICHARD LEE r DW o FR. HOUSE i I UNKNOWN w , EXISTING DWEWING SEPTIC r N RAIN RUNOFF CONTAINMENT: I STY. z FR. HOUSE .p •1aJ 5iRUCITUR S TO fn I HOUSE WITH 2ND FL. DECK N BE REMOVED I I N/0/F LLOYD & MARY CLARK I 1336 x 1 x 0.17 = 227 cu.ft. 'f I N 24.5' 00 DWELLING 22 7/42.2 = 5.4 VF I 0 2ND nj?-' c I DECK PROVIDE 1 DW 80 X 6' DEEP I 26.5' I y WELL , a1 I PROPOSED SEPTIC SYSTEM I PROP. PROPOSED ; EXISTING I R/0 PORCH J 3 BEDROOMS 59•°' FRIT ? HOUSE ' FR. HOUSE c ) — O' I , FF-2 . , 1-1000 GAL. PRFECAST TANK X 4' DEEP ' 2-80 X 6' DEEP LEACHING POOL FR. GAR. TEST HOLE DATA 1 I - / McDONALD GEOSCIENCE CE FEB. 7, 2018 I WELL z n i EL 24:1, ' 1► DARK BROWN LOAM OL -- -- -- -- -_ - -- -- -- t o.0 26.6'`: 13.5'— CO / LOT COVERAGE 102.8. \o• - ' EXISTING LOT 6,677 SQ.FT. BROWN CLAY CL I w 1 1°z ST O O 5' $„1 0• 10 EXISTING: s' i:. „ / BROWN CLAYEY SAND SC I W L HOUSE 421 SO.FT 7 I C,� M�N MIN /'' REAR DECK W/STAIRS 42f SQ.FT. 9, 37.9' \I-f ;'\ �' SHED 131 SQ.FT. � PROP• 0 _2':: �/ L, RIO BIN 19 SQ.FT. PALE BROWN FINE SAND SP GAR. GRaEL w T �' PORCH 63 SQ.FT. EL 11.9' 12.2' I EXISTING PVKIN /� i LP )EL. 4.1 0,1 , g SQ.FT (H/GEST I 1 STY. '�,��cs_ / EXPECTED FR. HOUSE A1C EX �;,; r; -r _- CMF GROUND I MINS 1489/6677 = 22.3.`E: WATER IN PALE BROWN FINE SAND SP .T M R qr2 WATER) I PROPOSED Z 5�. PROPOSED: I OVERHEAD 19' ELECTRIC O� GRq LOT AREA 6,677 sq.ft. HOUSE 1,140 sq.ft. NOTE.• WATER ENCOUNTERED 12.2 BELOW SURFACE ; o 52! \? H"UE MNG (66') 2ND fZR. DECK 1996�s.f t. E� VV t. 1,336/6,677 = 20.0% ELEVATIONS ARE REFERENCED 70 NA VD 88. '/ U77LPOLE GE O f QpJ��I` �tU�J N/0/F JOHN CASTIGLIONE Vf ji'l� NOT. NO GAS BEING PROPOSED. I DWELLING E� A I PUBLIC WATER 133 56 /,• / v1Fj �� Z�. KEY b I /,, tjD JG wP0 0 Q = REBAR I � pub ® = WELL ® = STAKE E+�• �.. / 23 f '' I -' = TEST HOLE V ® = PIPE ® = MONUMENT OFINC.I.. = WETLAND FLAG00 ` = U77UTY POLE PvBuG P � R I Cr = HYDRANT 4 4H = OVERHEAD WIRE NGS ' EXIS77NC SANITARY SYSTEM TO BE ABANDONED IN ACCORDANCE WITH SCDHS SPECIFICA77ONS I am familiar with the STANDARDS FOR APPROVAL AND CONS77?UC770N OF SUBSURFACE SEWAGE DISPOSAL SYS7EMS FOR .Y.S. LIC, ND. 49618 SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. I'ECON765 YORS, P.C. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW EXCEPT AS PET? SECTION AREA=6,677 S.F. (631) 765-5020 FAX (631) 765-1797 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL P.O. BOX 909 OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET . SOU7NOLD, N.Y. 11971 18—��2 j 17 SURVEY OF PROPERTY HOUSE SLATE OR OTHER CAST IRON SUITALE COVER AT GRADE LOCKING COVER 6 F.F. EL. 27.0' FINISHED GRADE , 11 A T SO UTHOLD rp ' STOPPER END PLUG EL.24.5' I 0 T1 ///EL 24.6' FINISHED GRADEEL.24.6' 22.0' o MASONARY CHIMNEY ( -i1 y 1++ TOWN OF SOUTHOLDO ': CLEAN OU 12" 6'MI"' "- SUFFOLK COUNTY, N. m EA I.E. 1tt4" dl et'jO 21.5' 6" 8"1 18" 2E.0' I.E. m mm m WP�ER 1000-59-02-05 T N 1/4" per foot min. pitch 1/8' per foot min 20,9' m m m \Ci �— � `• {'; N e9 m B e\- SCALE.• 1 —20 min. 4" dia. pipe pitch min. a dia. pipe ®m A QV class 2400 pipe or equal 4" class 2400 pipe or equal m o Af, 3' IN I W T11m m a1000 GAL.PRECAST 3' MIN °m m ® ® � m m AAR I �`VNG 2018 7q SEPTIC TANK COLLAR - 0 0 m 25 en es m m oW JUNE 7, 2018 (BLDG. REVISION) M 4' LIQUID DEPTH 300 CM on en EN ES MM 0 m m on EN m m m DECEMBER 5, 2018 (REVISION)+ Cfs mm0 � � � mma JANUARY 29 -� 8 0 0 p ® gy m ®9 V7 SLATE OR OTHER STOPPER END N 0 m mRn o m m a o 2019 (ADJ SETBACKS) SUITA6L COVER OR PLUG y 0 m ® ® o m m a - / SEPTEMBER 19, 2019 (PROPOSED HOUSE) AT GRADE 00 ® 0oEnmmsC3 0 W ® ® P"qo m m m ,y NOVEMBER 13, 2019 (RUNOFF CALCULATION) a. 8'm / JANUARY 7, 2020 (HD COMMENTS) to LEACHING POOL ' W DWELLING WITH PUBLIC WATER Y MOG WP�R 101/' a SAND SW SEWER PIPE 8'0 — —— —— —— — — —— 0/ �I\ + CMF / /w�\_\,\No 55 AIT DIG DOWN 810 TO SAND (SP) SAND 30' ELBOW REMOVE MATERIAL AND BACKFILL WITH SAND (SW) SW o I r��"121 / cc (SAND SP) 60' WYE :�5rjoTIC SYSTEM DETAIL y NTS N CLEAN OUT DETAIL ;•,'• Q EXISTING DWELLING N/0/F RICHARD LEE �' 2 '• PUBLIC WATER "'� g S s FR. HOUSE UNKNOWN o EXISTING DWELLING SEPTIC N RAIN RUNOFF CONTAINMENT: I 1 STY. Z ` STRUCTUTIN, TO nl I FR. HOUSE - HOUSE WITH 2ND FL. DECK N BE REMOVED 1336 x 1 x 0.17 = 227 cu.ft. I o ='t N/O/F LLOYD & MARY CLARK I 227/42.2 = 5.4 VF I 0 D m DWELLING O 2ND FlR.,• o PROVIDE 1 DW. 80 X 6' DEEP 1 DECK � 2s.s' I y WELL 1 I PROPOSED SEPTIC SYSTEM PROP. PROPOSED .. EXISTING I R/0 PORCH 59.0' UNIT1 STY. J 2 STY. I ' (3 BEDROOMS) FR. HOUSE FR. HOUSE / FF=27.0' I ' 1-1000 GAL. PRFECAST TANK X 4' DEEP I o I 2-80 X 6' DEEP LEACHING POOL 1 FR. GAR. I 7FST HOLE DATA MCDONALD GEOSCIENCE I CI= FEB. 7, 2018 I WELL EL. 24.1' z by 1 DARK BROWN LOAM OL — _ __ - _ - - 10.0 26.5'`• 13.s' SCO - LOT COVERAGE BROWN CLAY CL I 102.8 EXISTING LOT 6,677 SQ.FT. I 01 ST �' W o 1 7� . 1 X028. i;. ; 8, / EX/STING: HOUSE 855 SQ.FT. BROWN CLAYEY SAND SC I W LP',' MIN am / REAR DECK W/STAIRS 421 SQ.FT. 37.9' - g � \-��, � �' SHED 131 SQ.FT. PALE BROWN FINE SAND SP �, GAR. Fi10P a1 /Z '\�/ T RIO BIN 19 SQ.FT. C`?ANEL A r, t't' i F z< :.�� 'a:u� _Ct3u}'ki 'r"? �` � ;�:a:ss'i'+0'f ;g. e"t� •^^ PORCH 63 SQ.FT. EL 11.9' 12.2' I EXISTING r.,FKIN I LP SEL. 4.1 �\,2� i.�i _.�'i W T� SQ.FT 1 1 STY. �\ EXPECIFD ` �' ��• �r `n�T �' 1489/6677 = 22.3% FR. CMF , F .', _� F. �:.' ': cl .., lG ST I HOUSE 10' EX �� "1 ". `,L" E "r �, -, ._� pry' ..s �� rr' es. xT. C7'syl4.y.kv E1Thr'.r.t GROUND WATER) WATER IN PALE BROWN FINE SAND SP I PROPOSED f''TIM R0= PROPOSED: Fj�j Ac - /; ? f ^ key, ' ' • (J�t`j (,��' 1 I OVERHEAD ; LOT AREA♦ ELECTRIC „ GR /tl'3 Yb , l/1i11U^� _M '6677 s qft. r;; 19 .�. a� 25• O 0 `I, �/� - ""•` """ HOUSE 1,140 sq.ft. NOTE WATER ENCOUN7FRED 12.2 BELOW SURFACE I o. E\'' ,,x'12 KING lr 2ND fZR DECK 196 sq.ft. S,• y H2O,uEIER /„�6 / - i C� e+T { r. y^ .x i°CF'�7 1^ y 4r /iJJO sq.ft. ELEVA77ONS ARE REFERENCED TO NAVD 88. U77LPOLE SME �j �"aC:.i-.ES T 1 z`'--� '�' �r t � 1' -� -8,�1 a;C� AF`<OVAL 1,336/6,677 = 20.OX I N/O/F JOHN CASTIGLIONE QP �NjJ Y . EOG A� NOTE' NO GAS BEING PROPOSED. I DWELLING / -----.- 'w_.-.r'.m...,"_-"..._.,_w-.,°-.-w. -.--.-••--_-, •.-..,._ ...,.-. 1 PUBLIC WATER / G� E\, �,i`1}..,. ....._ ,,:.,r.• ,.- a ,C Z-1111 1 �L r�v-v° a ,:.L �M1.�-.: '.:..`s�.a..'...,w.L'..✓<,r L•y:SSEL KEY I ,- (ER \N acb a .s :k via.F 4�3T;,�•. � � gq,,y„�4' Q REBAR ..� /' So 0 QUg "J�T E L r: m ® WELL I �. 13 } �(�:) :T' - P €rd�J CTrvL, Y e � ' ^ o ` 2 h i V l _6'i �` ® = STAKE I - �• • / CALL 'r12..- INT ADVANCU, = TEST HOLETc S fffL 2' PIPE F- MONUMENTa �� °.'ani WE7ZAND FLAG C x',.•1.1,711,771 :SYSTEM C)F RJE I,, 1-0-) = U77LITY POLEG WPR ;" :"_�,,� P'rTfa c�"��' r, vgL\ < Cr = HYDRANT / W\•(\l i y 4H = OVERHEAD WIRE EXIS77NC SANITARY SYSTEM TO BE ABANDONED /N ACCORDANCE IMTH SCDHS SPECIFICATIONS. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR a I rE�J SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The NIS. LIC. NO. 49618 location of wells and cesspools shown hereon are from field observations and or from data obtained from others. (6 J1) l6f5l FORS, P.C. AREA=6 677 S.F. (631) 76020 FAX (631) 765- 1797 ANY AtTERA77ON OR ADD1770M TO THIS SURVEY/S A VIOLA 77ON OF SEC77ON 7209OF THE NEW YORK STA TE EDUCA 77ON LA W. EXCEPT AS PER SEC77ON , P.O. BOX 909 7209-SUBDIWSION 2. ALL CER77RCA77ONS HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL 1230 TRAVELER STREET OF 7HE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 .18—�02 11 AynNA ifp.4'EPAnnN a Appnw m Mis wRKr s aA1HlY W p•hos o[ sigh EWCAnM IA»S�1 p5TAx 25 SxOvn�47&ICH EVY PRWEAtt UhES rc_St`u6!IPULTyq[s ARE.W A Sw OFlc WRP9yE Axo AFE N01 TO BF 95LD*C tsl—sti,P»:cLRiY UNE',pR rpT Ep['=yr y i[x'[s(JI!CriES W ME SVPKi 4Ar upT g[ap�»G ME IANC pY1KvW1'S MCJ',EAI pq[NA(15Yi¢,1E 5{fALL NOT BE COHSOEPm TO BE A YAi.q lB'JE COPY,(A1 ppn�1CATY}: cA1EL xEi»ax 5»AU,qyx par m*»[PEnSb•rpl tM ME$lx1VE1 R niE nil(CwPwv wmuFA�'At ACE»C A»J,fxquG:xS9NTp!U51FE rEAEGY,Aq fi MF ASg31E15 W THE 3Npuc:NsniJTU WATTCAnp15 ARf YCi ipAN4[AABIi llt A9anp1A'.NSnTynONS W rJ1pRryKni OYNrAS (5)M.YAR>�W YE'U.5(9j,$FPM.TAu<s(5')k 2SgbYs(R MESSED M E4 S ARE NOT BEC)O DOUnpls AUG A M OBiuYEC cApu PMpts 400 05trander Avenue,RNerhead,New York II901 tel.631.7273303 fax.631 727A144 admfi®youngenglroering.com N a m Thomas G.oYVolpert P, slona Engineer / Douglas E,Adams,Professfonal Engineer Robert 0.T—t,Architect w '�:� F �a• o� SITE DATA AREA.6,697 50.PT. S \ ^, m ' VERTICAL DATUM :NlA.V.DATUM(1966) rr !7 @^C/ Lp 'Wsx-,,T PARCEL 15 IN ZONE x-SEE FLOOD MSURANCE RRATE MAP PANEL NO.BbIO560154 N LA5T DATED 5EPf.25, o N ` n O WRVEYOR'5 CERTIFICATION 9^ O^ C) A. NDrvARD W.YOUNG, LS.No.10158q5 O °'U FOR SE'3e PATRICK NA6LIERI Ot Southold,Town of Southold I= \� / Suffolk County,New York O / BUILDING PERMIT SURVEY County Tax Map (»glen 1000 5.nm»54 e+»rA 02FIELD SURVEY COMPLETED E9e $ MAP PREP DEC•I6,2015 YAl DEC.23,2015 Record of Revisions RECORD OF REVISIONS DATE S ry n Rm O� E 50 O 15 30 60 5 — � Scale: i"a 50' JOB NO.201554175 PAS.2015_orl5-ip ( OF I E.MONUMENT SET 0•MONUMENT FOUND Q=5"AKE SET A.STAKE FOUND i HOUSESLATE OR OTHER CAST IRON F.F. EL. 27.0' SUMALE COVER AT GRADEk24.6' LOCKING COVER i I SURVEY OF PROPERTY OPPER END PLUG FINISHED GRADE EL.24.5' A T SO UTHOLD //EL 24.6' FINISHED GRADE I 22 0' ° L'3 — MASONARY CHIMNEY ( TOWN OF SD UTHOLD 12" 6'MIN. - I SUFFOLK COUNTY, N. Y. CLEAN 0 4" ' 1000-59-02-05 21.5• 6- a. 21.0 I.E. m m a ( vein wp,(ER SCALE: 1'-20' 1/4" per foot in. pitch y 1/8"per foot min 20•9' MEMO min. 4" dia. pipe pitch min. 4"dia. pipe ®o m class 2400 pipe or equal 4" class 2400 pipe or equal m m m [3. IN I G w Q min m m 0 o � m m aIN I �yN MARCH 13, 2018 1000 GAL PRECAST 3• MIN 0 0 m 25 o IM m m m Qw JUNE 7, 2018 (BLDG REVISION) LL SEPTIC TANK COLLAR m o m M o e9 m ea m I 4' LIQUID DEPTH 0 m m � en em m m m ,,/ DECEMBER 5, 2018 (REVISION) ammInoemmmm 00 In 51 P � m BA 0 m 0 05 en EN m m m I / JANUARY 29, 2019 (ADJ SE7BACKS) 0 ]GoSLATE OR OTHER STOPPER END u� 0 m m o m m msuITAaL covER OR PLUG �, 0 m m on e In m m m / SEPTEMBER 19, 2019 (PROPOSED HOUSE) AT GRADE D 0mm 2M e � m m m M m 0 e m m m m NOVEMBER 13, 2019 (RUNOFF CALCULATION) JANUARY 7, 2020 (HD COMMENTS) LEACHING POOL ,�O�JE R 107' w DWELLING WITH PUBLIC WATER I' Y MG 's / -- -- --— o/F MPw ' PveJc SAND sw --- -- -- CMF i SEWER PIPE 8'0 I Q \-v 53. 220• EV DIG DOWN 80 TO SAND (SP) SAND I "1L. / 30' ELBOW REMOVE MATERIAL AND SW I 7•` 10 QACKFILL WITH SAND (SW) o - NZ ME ICE r (SAND SP) rLEr�• I 5 60 WYE :S'C'I'TlC SYSTEM DETAIL y CLEAN OUT DETAIL "'s ,�; oclG Pueuc WATER I Nrs N/0/F RICHARD LEE r` s UNKNOWN w DW O FR. HOUSE I EXISTING DWEWING SEPTIC w r N ' RAIN RUNOFF CONTAINMENT: I STY. _ EXISTING FR. HOUSE �. -1AJ STRUCTURES TO m N BE REMOVED I HOUSE WITH 2ND FL. DECK o .t r" N/0/F LLOYD & MARY CLARK I 1336 x 1 x 0.17 = 227 cu.ft. I 24.5• N m DWELLING I I 227/42.2 = 5.4 VF 0 2ND FLR 1' Q � DECK PROVIDE 1 DW. 80 X 6' DEEP 26'5' y WELL PROP. PROPOSED ; EXISTING I R/0 PORCH PROPOSED SEPTIC SYSTEM UNC 2 sTY. 1 STY. �- (3 BEDROOMS) 590' R. HOUSE I / _,,� FR. HOUSE FF=27.0' I w I 1-1000 GAL. PRFECAST TANK X 4' DEEP i ;, 2-80 X 6' DEEP LEACHING POOL FR. GAR. _ ' S°,,/- I i ! 7FST HOLE DATA - CE McDONALD GEOSC/ENCS I � , .•: � / FEB. 7, 2018 I WELL EL 24.1' 10.0 f DARK BROWN LOAM OL __ '° _ __ __ _ _ __ __ __ 26.5•` 13.5' /'' - - CO ,- LOT COVERAGE 1o2.e �'o. EXISTING LOT 6,677 SQ.FT. BROWN CLAY CL « / �o O O 5* W 107 EX/SANG: 8� MIN HOUSE 855 SO.FT 7 BROWN CLAYEY SAND SC 1 W L, 'M�N' I w rn ,/ REAR DECK W/STA/RS 421 SQ.FT. 9' 37.9' o� �/_a, ',\ r- SHED 131 SQ.FT. 19 SQ.FT PALE BROWN FINE SAND SP GAR. cR r L Zo Z" T P RCHN 63 SO-FT. I EXISTING PAh'.NIN /� r LP )EL. 4.1 ��.2°�•, PU SQ.FT EL 11.9' f22' I 1 STY. i-� ? (H/GEST FR. HOUSE 1 Q', ;: CMF EXPECTED ( MIN:0 EX :: GROUND - ,,_ 1489/6677 = 22.3% WATER) WATER IN PALE BROWN FINE SAND SP I PROPOSED nM R �= Aiei PROPOSED: 5'�• OVERHEAD ELECTRIC LOT AREA 6,677 sq.ft. � GRq V f40 s ft. 19 I N 51 ° 0"W eL /meq HOUSE 1, q. NOTE. WATER ENCOUNTERED 122' BELOW SURFACE I �'2 SZ`�? H2o MEW? RkI NG ' (GGA, 2ND FLR. DECK 119 13366,677 20.096�sq.ft. I E� C V , = .E ELEVAAONS ARE REFERENCED TO NAVD 88. N/0/F JOHN CASTIGLIONE �/ ung R OF PPM ENE / I - �QG v NOTE NO GAS BE/NG PROPOSED. I DWELLING � I PUBLIC WATER � I 133'56 � KEY ,- D QQ = REBAR S P I® = WELL -' 0- ® = STAKE = TEST HOLE I ' ® = PIPE V ® - MONUMENT = WETLAND FLAG UTILITY POLEC Cr = HYDRANT S w�'0'` PveJ QH = OVERHEAD WIRE W v"\NG x_rl:.q' EXISANC SANITARY SYSTEM TO BE ABANDONED IN ACCORDANCE WITH SCDHS SPEC/FICAAONS. / am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR �� v' w 'i� .Y.S. LIC. NO. 49618 SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The pECOIVIG •S FORS, P.C. location of wells and cesspools shown hereon are from field observations and or from data obtained from others. (631) 765=5020 FAX (631) 765-1797 ANY ALTFRAAON OR ADDIAON TO THIS SURVEY IS A V10LA77ON,OF SECAON 7209OF THE NEW YORK STATE EDUCAAON LAW EXCEPT AS PER SECAON AREA=6,677 S.F. P.O. BOX 909 7209-SUBDIVISION 2. ALL CER77RCA77ONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL 1230 TRAVELER STREET R OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 �v—�D� ' ------ / / . SURVEY OF PROPERTY APRJUL 3 1 2023TOWN OF SOUTHOLD � 6 20237 AT SOUTHOLD | SUFFOLK COUNTY, N.Y 1000-69-02-05 ,DTjNG DEP f MARCH 13,2018 JUNE 7,2018 (BLDG.REVISION) DECIEWBER 5,2018(REWSION) JANUARY 29,2019 WJ SETBACKS) SEPTEMBER 19.2019(PROPOSED HOUSE) SEPTIC SYSTEM NOVEMBER 13,2019(RUNOFF CALCUI A 770N) AS INSTALLED iol, JANUARY 7.2020(HO COMMENTS) LOCATION DIMENSIONS DECEMBER 20. 2022(FTnal Survey) ST J0, 1,36" SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LPI 21'6- 19, 1"d APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE LP2 J6' 256" AINMENT. I STY. CI-0 RAIN RUNOFT CONT C�IG FR.HOUSE HOUSE WITH 2ND FL DECK 227142.2 = 5.4 VF Ing PROVIDE I OW. So X 6'DEEP I STY. 2 STY. SEPTIC SYSTEM AS INSTALLED M� FR.HOUSE FR.HOUSE 1-12DO GAL PRECAST TANK TEST HOLE DATA FER.7,2010 WELL 1, DAR LOT COVERAGE c/o DOSTING LOT S,677 SCF7, BROW CLAY CL METER WOOD sToop SHED 131 SaFr. RAVERS' RIO BIN 79 sarr. PALE BROW FINE SAND SP GAR. IN PORCH 6j Stv'T FR.HSOTYU-SE CMF 1489116677-22.3X AS RUILT GROUND WA 70?) WATER IN PALE BROW FINE SAND SP LOT AREA 6.677�qk ST Tm aEVA77ONS ARE REFERENCED TO MAVO 88. uc� G 1,288/5,577-0.1899 19.0% DWELLING NOTE-NO GAS BBNG PROPOSED. PUBLIC WATER "Ise KEY REBAR STAKE TEST HOLE 50,j PIPE MONUMENT 6EXAND FLAG UhUrY POLE HYDRANT E)OSYING SANITARY SYSTEM TO BE ABANDONED IN ACCORDANCE KIN SrONS SPEQnCA IIOM-T I am familiar with the SIANDARDS FOR APPROVAL AND CONS7RUC770N OF SUBSURFACE SEWAGE DISPOSAL SY37EMS FOR lim4k, NY.S.LIC.NO. 49618 SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the pemit to construct. The PECONIC SUMEYORS,P.C. location of wells and cesspools shown hereon ere from fleld obsermtIons and or from data obtained from others. (631)765-5020 FAX(631) 765-1797 ANYALIV?A71DN OR ADom0N To INS SURVEY IS A WOLA17ON OF SEC77M 72090P THE NEW YORKsTATE EDuGA?7ON LAIV EXCEPT AS PER SECROM AREA=6,677 S.F. P.O.BOX 909 72GY-SUSIN 2.ALL CERTZROARONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF IINLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL 1230 7RAIVELER SMEETF,8_102 i � | � / � / � ) / / / i TRUSS PLACARDING REQUIRED DO NOT PROCEED WITH APPROVED AS NOTED FRAMING UNTIL SURVEY (Y 1 Cd� OF FOUNDATION LOCATION DATE:.ib- # - HAS BEEN.APPROVED., - FE NOTIFY BUILDING DEPARTMENT AT . 765-1602 3 AM TO 4 PM FOR THE PLUMBINGFOLLOWING -INSPECfiOIvS: ALL PLUMBING WASTE 1. FOUNDATION TWO REQUIRED WATER LINES NEED FOR POURED CONCRETE TESTING BEFORE COVERING 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. PLu1vSEI� CERTIFICATION ALL REQUIEMENTS OF THE CODES OF NRUCTION SHALL MEET EW ON LEAD CONTENT BEFORE YORKSTATE. NOT RESPONSIBLE_ FOR CEJRTIFICATE OF OCCUPANCY DESIGN OR CONSTRUCTION ERRORS. ;OLDER USED" CANNOT 6U�'PLl' SYEM 2/10 OF 1%LEAD. COMt'Ly T TE &OWN CODES H ALL CODES OF NEW YQR EXCEED 4(STA D AND CONDITIONS OF All exterior lighting AS REQUISOUjHOI:DTOWNZBA installed,replaced or repaired shall conform SmaWv*P6*mGB0ARD to Chapter 172 S0VWEES of the Town Code ' "°�'►"` � OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE F OCCUPANCY RETAIN STORM WATETER13 3O F pURSUAT WN CODE. OF THE Must provide Manuals D, 3 and S as C NYS Energy ode Blower door and ductwork testing required. PFS-TECO PFS Corporation d/b/a PFS TECO An Employee-Ovined Company Jim Novic July 16,2020 Modular Steel Systems, Inc. 11 Edwards Drive Bloomsburg, Pennsylvania 17815 Re:201804,Naglieri Residence at 9955 Sound View Avenue Southold,NY in Suffolk County NY DOS No. : M080-2018-182 M080-2020-098 Dear Mr.Novic, Issued with this letter in response to your application received July 9,2020 for approval of a new Individual Model(as referenced above)is the Factory Manufactured Approval as Authorized under Part 1209 of Title 19 NYCRR,Division of the Code Enforcement and Administration. The approval is indicated by the PFS Corporation Stamp of Approval placed on the set of plans accompanying this letter dated July 16,2020 is valid for 2 years from the date of this letter.This approval is in compliance with the 2020 New York State Uniform Fire Prevention and Building Code which incorporates the 2020 Residential Code of NYS,2020 Energy Conservation Construction Code of NYS and 2017 National Electrical Code. The design limitations for this approval are as follows 1. Occupancy:One Family Detached Dwelling and Construction Type:Wood Frame Unprotected 2. Number of Stories: Two 3. Ground Snow Load:25 psf 4. Seismic Design Category: B 5. Basic Wind Speed and Exposure Category: 135 V-ult mph and B 6. Building Sprinkler System:None 7. Climate Category:4 8. Other:All materials and designs for the foundation,including the basement stairs,railing,lighting,support columns and connections,all materials for the Porch(roof shipped loose for onsite installation)and Deck including all access to grade locations,hose bibbs,all appliances,ceiling fans,exterior siding,window trim and flashing,lighting,gutters and downspouts,ridge vent and shingle completion,water heater,HVAC system,gas line installation,exhaust fan completion, electrical,plumbing and vent connections,floor insulation,energy compliance completion,truss signage and all site connections are to be completed on-site by others,to be reviewed,inspected and approved by the local authority having jurisdiction. Prior to shipment from the factory each factory manufactured home,model and/or component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR,paragraph 1209.5.The Insignia of Approval Order Form is available from NYSDOS. This is a file copy for your records.Should you have any questions,please feel free to call this office at any time. Sincerely, ® Digitally signed by D. Renee Moist DN:cn=D.Renee Renee .'Moist,o,ou=PFS, email=renee.moist@ f i U rD)) D.Renee Moist p [� LSStaff Plan Reviewer steco:com c=US Northeast Regional Office ®I St Date:2020:07.16 renee.moistCcDpfsteco.com 14:21:50-04'00' JUL 2 0 2020 Enc: PDF Approved plan set Cc: Donald Thomas,AIA(DOS) $U�T)TNG DE'PT• 570-784.8396 • 1115 Old Berwick Rd. . Bloomsburg,PA 17815 PFS v TECO TESTED WWW.PFSTECO.COM MARKS YOU CAN BUILD ON PFS NY SUBMITTAL INDEX PROJECT ID #201804 SECTION DISCRIPTION #PAGES INDEX 1 APPLICATION FOR PLAN APPROVAL 1 NY CHECKLIST 13 RES-check 11 STRUCTURAL INDEX 1 STRUCTUAL CALCIULATIONS 11 UPLIFT CONNECTIONS 1 "SIMPSON" RAFTER CONNECTOR PLATE DATA 1 WIND ANALYSIS 23 TRUSS FORM 1 ESR-1405:WOOD I-JOIST 13 DRAWINGS 19 SITE PLAN 1 TOTAL 97 APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA New York State Department of State INEW' YORK guildon� �$��r�S Division of Building Standards E OF and Codes RTUNITY. One Commerce Plaza and Codes99 Washington Avenue,Suite 1160 Albany,NY 12231-0001 (518)474-4073 Fax: (518)486-4487 www.dos.ny.gov Applicati®n for Plan Approval ®f a Factory Manufactured Building (Modular) All fields must be completed in order for this form to be submitted, MANUFACTURER: Modular Steel Systems, Inc. Manufacturer No: M 080 Address: 11 Edwards Drive, Bloomsburg, PA 17815 Phone: (570)550-5960 Contact Person: Jim Novic Email:jim@steelmodularsystems.com QUALITY CONTROL MANUAL LAST APPROVAL DATE: 5/11/2020 Prepared By/Contact Person: Jim Novic Phone: (570)550-5960 Email: jim@steelmodularsystems.com INDEPENDENT THIRD PARTY INSPECTION AGENCY: PFS Corporation Address: 1115 Old Berwick road, Bloomsburg, PA. 17815 Phone: (570)784-8396 Contact Person: Harold Raup Email: harold.raup@pfsteco.com FACTORY MANUFACTURED BUILDING IDENTIFICATION Project Name/Client/Customer: 201804-Naglieri Project County: Suffolk Model: Two Story Occupancy Class Detached Single Family Dwelling Project Address: 9955 Sound View Avenue,Southold, NY 11971 Application pertains to: (check one) New Individual Model (unique/custom/manufactured once for a specific site) New Initial Individual Model(planned to be built repeatedly-per these guidelines`) Q New System of Models 080-2018-182 'x Modification of an Approved Model or System: All (provide prior approval number) 0 Renewal of an Approved Model or System: M (provide prior approval number) initial model means a specific design of factory manufactured home to include options which do not change the quality control manual and which in the determination of the Division,do not materially affect the structural,plumbing,mechanical or electrical systems. FILING DOCUMENTATION AND FEES Provide 1 set of necessary drawings,specifications,calculations and updated QA Manual(if more than 2 years since last approval)as a hard copy and pdf files on a CD-Rom,thumb-drive,web-transfer or e-mail. Please provide a non-refundable filing fee of$50.00.A plan checking fee in accordance with 9 NYCRR 1281.4 is required upon approval, payable to: NYSDOS, Division of Building Standards and Codes. Send submission and payment to:NYS Dept.of State, Division of Building Standards and Codes,One Commerce Plaza,99 Washington Avenue, Suite 1160, Albany, NY 12231. SIGNATURES: Registered Architect- Professional Engineer— Name: Anthony Shulde 096197 License No: Signature: "New York State Education Law and Department of State Regulation require architect or professional engineer signature and seal affixed to all drawings and specifications submitted to public officials certifying compliance with health and safety regulations and conformance with current codes. DOS-1280-f-a(Rev.03/17) Page 1 of 1 STATE OF NEW YORK ANDREW M. CUOMO GOVERNOR DEPARTMENT OF STATE ONE COMMERCE PLAZA ROSSANA ROSADO 99 WASHINGTON AVENUE SECRETARY OF STATE ALBANY,NY 12231-0001 WWW.DOS.NY.GOV THIRD PARTY MODULAR REVIEW RESIDENTIAL SUBMISSION DEVELOPMENT WORKSHEET BASED UPON THE 2016 NEW YORK STATE UNIFORM CODE AND 2016 NYS UNIFORM CODE SUPPLEMENT, 2015 INTERNATIONAL RESIDENTIAL CODE,2015 INTERNATIONAL ENERGY CONSERVATION CODE,2016 NYS SUPPLEMENTTO THE ENERGY CONSERVATION CODE AND THE 2014 NATIONAL ELECTRICAL CODE TO BE COMPLETED BY THE MANUFACTURER Manufacturer: Modular Steel Systems Inc.—11 Edwards Drive, Bloomsburg Project Name&Project Number:201804-Naglieri Address:9955 Soundview City/Town/Village:Southold, NY Zip Code: 11971 This worksheet is based upon the Documentation Guidelines for Factory Manufactured(Modular)Building Approval dated August 1,2018 prepared for the Residential Third Party Modular Review. This completed worksheet shall accompany each project submitted as part of the Residential Modular Program. This worksheet is provided for general guidance in preparing a satisfactory application for approval only. This is not intended to serve as a complete checklist leading to compliance with the Uniform Fire Prevention and Building Code. Note that the worksheets are in a tabular format and are divided into five columns as shown below. A description of each column is given in the second row,below the column header. ,PFS APPROVED I he Response three options to check are: IDA I F- 7/%L70 • Completed(Completed in the factory) PFS CORPORATION • N/A(the requirement is not applicable to the project or factory provided.) I Bloomsburg, PA • 5(the requirement is to be completed as onsite construction,provided by the factory) Section A- General Requirements Worksheet Reference to Code Submission Requirement Response Drawing sheet or Doc. Section page number Guidelines where requirement is addressed A7 A complete calculations manual Completed Include index with all pages required for complete N/A Pages 1 thru 11 set s A6 Drawings indicate the location of the NYS Insignia of CompletedX Approval,Manuf.Data Plate and 3rd Party Inspection NSA Drawing 3 and 3a Agency labels s Al Cover Sheet identifies the design professional's Completed X Drawing 1 name,address and contact information.List 3 Party A Inspection Agency with address s _ _ _ CompletX A10 Cover sheet has an index for the entire drawings set N/A (Be sure all pages required for a complete set are s Drawing 1 listed) Residential Submission Development Worksheet Pagel of 13 September 1,2018 A9 Cover sheet indicates the project name,complete ompletedX address and county N/A Drawing 1 Al2 Cover sheet identifies the climate zone and energy Completed X testing agency and contact information N/A Drawing 1 S Al2 Cover sheet identifies the use and occupancy Completed X classifications N/A Drawing 1 Al2 R301.1.4 Cover sheet identifies the seismic design category Completed Drawing 1 and wind exposure category N/A Al2 Drawing Organization:Categorize"R"Occupancy in Completed One-family,Two-family,or Townhouse N/A Drawing 1 A13 R302 For Multiple Family Dwellings and Commercial Completed Construction,provide plot plan showing the building N/AX on the site,lot line dimensions and grade elevations. s Al2 R301.2.1 Cover sheet identifies the ground snow load,wind Completed Drawing 1 R301.2.1.1 speed,address special wind regions N/A g R301.2.1.5.1 (Special wind regions are addressed on a case by s case basis),live and dead loads _ Al2 R101.2 R Occupancies-Use and Occupancy Completed XN/A Circle One: One-Family Two-Family Townhouse s Drawing 1 Al2 Ch.2,Story Indicate Number of Stories= two story completed X Drawing 3,3a,5, Definition Story Above Grade Plane as defined in 2017 UCS N/A 5a,5b and 5c A3 3"x6"clear space box provided for DOS/3rd party approval stamp in the same location on all pages of ComNl/tAedX All drawing the plan set s A2 Manufacturer's information provided Completed X (name,address and phone number) N/A All drawing s B7 Identify the agency and contact information Completed X responsible for energy compliance completion on N/A Drawing 1 site,in manufacturing Facility,or both s Completed X Al Acknowledge submission to NYSDOS with hard N/A copies,electronic files with application and filing fee s Completed X A9 Cover sheet to identify Codes used for compliance. N/A Drawing 1 s AS Identify ALL components and/or systems that are to Completed X Bil be installed on-site by others that are not part of this N/A Drawing 1,3,6 approval. s and 10 Al2 Identify roof truss type and locate truss signage for Completed X B3b structure N/A Drawing 1 A13 Identify Flood Plain requirements per R322 Completed X `+w N/A Drawing 1 AY/1`/'' Identify building square footage by floor and total Completed X DAIE / V G N/A Drawing 1 PFS RP@RA- M Bloomsburg, PA Residential Submission Development Worksheet Page 2 of 13 September 1,2018 Al2 Identify building construction type Completed N/A Drawing 1 APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA Section B - Required Drawing Details Reference Code Submission Requirement Response Drawing sheet or to Section page number where Doc. requirement is Guidelines addressed Blb R305.1 Elevations Completed R310 Identify egress windows and ceiling heights,height of Drawing 5,5a stories above finished grade' N/5 and 5b Blb Height of Building(ft.)= 25'-4 3/8" Completed X (Grade to peak) "/A Drawing 5s Ch.10 Chimneys and vents Completed Ch.18 "/A X Ch.24 s Completed X Bib R310 Floor Plan(s) N/A Identify egress windows 5 Drawing 3 and 5 Blb Habitable Attic requirements Completed Provide egress window N/A X Provide 13D Domestic Fire Sprinklerthrouehout s dwelling R301.2.1.1.1 Sunroom—where sunrooms are an option,show Completed compliance with the required provisions N/AX S R303 Light and Ventilation Identify this information for each habitable room and CompletedX Drawing 4 on the window schedule for each window/door N/A s 1 STORY ABOVE GRADE PLANE.Any story having its finished floor surface entirely above grade plane,or in which the finished surface of the floor next above is any of the following: 1.More than 6 feet(1829 mm)above grade plane. 2.More than 6 feet(1829 mm)above the finished ground level for more than 50 percent of the total building perimeter. 3.More than 12 feet(3658 mm)above the finished ground level at any point. Residential Submission Development Worksheet Page 3 of 13 September 1,2018 R304 Room Size Completed X One room a min.of 120 SF N/A Drawing 3 70 SF for other rooms s 7-foot min.horizontal dimension R320 Accessibility:Guestrooms.A dwelling with guestrooms Completed 62h shall comply with Chapter it of the IBC for Group R-3 N/AX B5a R306 Fixture requirements Completed (See 2017 Uniform Code Supplement for updated N/A Drawing 9 Ch.27 plumbing fixture flow requirements) s B5d R307 Fixture spacing Completed X P2705.1 N/A Drawing 3 Completed X B4a M1901.1 Range and Oven Clearances N/A Drawing 3 S B4i Factory-built fireplaces Completed XN/A R1004 s BCompleted X4i Hearth extension N/A R1004.2 Drawing 3 s Decorative shrouds Completed R1004.3 N/A X B4i Unvented gas log heaters Completed R1004.4 N/A X CompletX Drawing 3 134i Fireplace N/A R1004.5 Fireplace doors at Factory Built Fireplaces are not to s R1102.4.2 be installed,EXCEPT where specifically tested,listed and Labeled for use in accordance with UL 127. 134i Factory Built Chimneys Completed R1005 N/A X A ROVED P B4d Exterior air supply. N/A CompletX Me R1006 S DATE /16/20 B2a R302. Garage Separation Completed PFS CORP RATION Table Identifywall construction and opening N/AX Bloomsburg, PA Table P g protectives R302.6 Identify limitation on use of Adhesive only attachment s of Gypsum wallboard Completed Drawing 5,5a,5b R311.3 Floors and landings at exterior doors N/A and 5c sX B1c Cross Sections—one per roof type/design Completed R305.1 And dimension ceiling heights N/A Drawing 10 Bld Interior Covering Completed X B1g R702 N/A Drawing 4 and 10 Gypsum Board on walls and ceilings:Identify Completed X R702.3.5 limitation on use of Adhesive only attachment of N/A Drawing 11 Gypsum wallboard s Residential Submission Development Worksheet Page 4 of 13 September 1,2018 132c Flame Spread Classification not greater than 200 for Completed Drawing 1 R302.9 Wall and Ceiling Finishes N/A note 17 B2d Fire blocking CompletedX Drawing 1 R302.11 N/A note4 s 132a Floor protection:Gypsum or equal protection of Completed R302.13 underside of floors including those over basement N/A X areas s B1j Under floor space ventilation and access Completed R408 N/A X B1f Exterior Covering Completed Drawing 5, R703 Include materials and fastening for each N/AX 5a, 5b and 10 Solar Energy Systems Completed R324 Show Access Roof limit and calculation as defined in N/A X the 2017 Uniform Code Supplement s Completed Drawing 10 63d R802 Roof structure and Roof ventilation N/A R806.2 s X Ble Attic access location Completed Drawing 3 R807 N/A s 131f Roof Exterior Coverings Completed X Drawing 10 Ch.9 Attachment of roof covering and underlayment N/A provided s 132a Fire Classification of Roof Assemblies Completed R902 N/A X 81d Wcathc .,r Protection c-yletea X Drawing 10 R903 N/A Elf R905.1 General requirements Completed X Fig. Ice shield underlayment provided N/A Drawing 10 R301.2(7) s Bif Asphalt Shingles Completed X R905.2 Drawing 10 N/A Bii Door and Window Schedule Completed X Drawing 4 Notes:1.Window pressure and Windborne debris are N/A R308 separate requirements. s R310 2.Show dimensions complying with R311 emergency escape and rescue requirements. R312 1 exit per dwelling unit,side hinged&3'x6'-8" 3. Address fall protection in accordance with R312.2 Window fall protection. Safety glazing locations Completed Drawing R308.4 N/A Note 12, Drawing 3 s Skylights/sloped glazing Completed R308.6 N/A X s DATE 7/16/20 PFS CORPORATION Residential Submission Development Worksheet Bloomsburg, PA Page 5 of 13 September 1,2018 B1i Exterior window and door installation and flashing X Completed R609 N/A S Drawing 4 Bli Performance of windows x Completed R609.2 N/A Drawing 4 S Testing and labeling X Completed R609.3 N/A Drawing 4 S Wind-borne Debris Protection x Completed R609.6 N/A S 132e Protection of Openings Completed R301.2.1.2 XN/A s R609.7 Anchorage of windows and doors and Mullions X Completed N/A Drawing 4 APPRO ED R609.8 s DATE 7/16/20 Window fall protection XCompleted R312.2 N/A PFS CO PORATI N S Bloomsburg, PA R311.7.6 Landings X Completed Drawing3 R311.3 N/A s B2a R311.8 Ramps Completed )J1/A S B2a R311.7 Stairs Completed N/A Drawing 3 s X 132b R311.7.1 36"clear width kompleted N/A Drawing 3 s B2b R311.7.5.1 Min.Tread depth=9" )'Completed R311.7.5.2 Max.riser height=81/4" NSA Drawing 3 (2017 UCS) 132b R311.7.2 Min.head clearance=6'-8" XCompleted Drawing 3 N/A S B2b R311.7.8 Handrails Completed X N/A Drawing 3 s B2b R311.7.8.1 Handrail Height Completed XN/A Drawing 3 34"to 38"with 4 or more risers s R311.7.5.2.1 Winder tread Completed B2b R311.7.10.1 Spiral Stairs Ku/A s R311.7.10.2 Bulkhead enclosure stairs (not permitted as means of egress from a story) B2b R303.7 Interior Stairway illumination Completed N/A drawing 6a s X R312 Guards Completed B2b N/A X s B2b R312.1.1 Guards required with floor surfaces more than 30" Completed above floor below XNs s Residential Submission Development Worksheet Page 6 of 13 September 1,2018 R312.1.3 Guards-Size of openings Completed 62b NIA X R313 Automatic Sprinkler Systems Completed 132f (2017 UCS) (Habitable atticsz:Three stories above grade plane- N/AX One&Two-Family Dwellings&Townhouses)Identify s type of system R313 Provide hydraulic calculations and a layout showing Completed B2f (2017 UCS) sprinkler head locations N/AX R313 Provide complete system diagram and submit Completed 132f (2017 UCS) equipment specifications N/AX R316 Foam Plastic Insulation Completed N/A X 132a R302 Dwelling Unit Separation-Fire Resistant Construction Completed N/A X Plot Plan R302.3 One-hour Fire Separation for Two-Family Structure Completed 62a (%hr.with NFPA 13 sprinkler system) N/A X R302.1 Completed, A13 Minimum Fire Separation Distances N/AX 132a R302.2 Townhouse Requirements—Fire Resistant Wall Completed Construction N/A X 62a R302.2.3 Townhouse-Parapet construction,or alternatively, Completed where fire rated construction exceptions are met N/A X 132a R302.2.4 Townhouse-Structural independence Completed N/A X R302.3 Two-Family Construction Completed 1-hour separation per 302.2, N/A X or alternatively,where fire s 132aor construction exceptions are met M1303 Labeling of installed appliances Completed B4a N/A X M1306 Clearances from combustible construction Completed 64h N/A X Completed 134a Ch.14 Heating&cooling equipment N/A X Drawing 1 s z R313.1 Automatic fire sprinkler systems.An automatic residential fire sprinkler system designed and installed in accordance with Section P2904 or NFPA 13D shall be provided throughout all one-and two-family dwellings and townhouses when such dwelling or townhouse has a height of: 1.three stories above grade plane,or APPROVED 2.two stories above grade plane and a habitable attic,or 3.three stories above grade plane and a habitable attic. DATE 7/16/20 Residential Submission Development Worksheet PFS CORPORATION Page 7 of 13 September 1,2018 Bloomsburg, PA Heating System Completed 134a Circle one: Hot WaterBBD Electric BBD Forced Air N/AX N1103.3.3 HVAC load sizing per ACCA Manual 1 with equipment Completed B7i(b) M1401 to comply with ACCA Manual 5 provided(Heat loss N/A X B7i(c) per ACCA Manual"J",and equipment spec by Manual S "S")Heat Loss Calc provided Ch.21 Hydronic Piping requirements Completed B4a N/A X Ch.15 Exhaust systems Completed 64g N/A Drawing 6 SX 134h M1502 Clothes dryer exhaust termination,installation, Completed material and duct length N/A Drawing 3 X 134h M1503 Microwave and Range hood material,rate and Completed M1504 location of exhaust N/A X Drawing 6 B4h M1505 Overhead exhaust hoods for open-top broiler unit Completed N/A X B4h M1506 Exhaust ducts and openings Completed X N/A Drawing 6 134e M1507 Mechanical ventilation Completed N/A Drawing 6 sX B4 N1103.6 Whole house ventilation required Completed B7 Table Provide fan capacity,location and external air draw N/A Drawings 4 and 6 N1103.6.1 location Indicate outdoor makeup air. s Ch.16 Duct systems requirements Completed 67i(d) N/AX Completed M1601 Duct construction,materials and installation N/AX 671(d) Provide Manual D design for duct sizing s Completed M1602 Return air requirements N/AX s Completed 67g M1701 Combustion air requirements NIA s Completed Ch.24 Fuel Gas Requirements N/AX s Completed B4a G2406 Fuel Gas Appliance locations N/A X s Completed B7g G2407 Combustion,ventilation and dilution air for N/AX Mechanical Equipment s Completed 134i G2408 Fuel Gas Equipment&appliance installation N/AX clearances s /, PPROVED Completed 7/16/20 G2413 Fuel Gas Pipe sizing and Materials N/AX DATE G2414 s PFS CORPORATION Bloomsburg, PA Residential Submission Development Worksheet Page 8 of 13 September 1,2018 G2415 Fuel Gas Piping Installation Completed N/A X S G2420 Gas shutoff valves Completed N/A X B5 Ch. 26 R306.3 General Plumbing Requirements Completed Drawing 9 R306.4 N/A P2603.2 Drilling and notching of wood- Completed X Drawing 8 framed structure N/A supply note 14 s B5a Ch.27 Plumbing Fixture Requirements Completed X Drawing 3 M2005 Completed Ch.28 Water heaters N/A X S P2803.2 Completed Water Heater Temperature Control N/A X 65c Provide line drawings of water supply Completed Drawing 9 and 9a 85d and DWV plumbing system. S Completed X B5b P2906 Identify Water Supply and DWV plumbing sizes and N/A P3002 materials s Drawing 9 and 9a Ch.29 Water Supply and Distribution Requirements Completed X N/A Drawing 9 5 135a P2903 Provide Fixture units,size of water supply piping Completed X P2903.7 (3/4"mini N/A Drawing 9 s 135b P3005.2 Provide Drainage Piping Cleanout requirements Completed N/A X 135b Ch.31 Vent System Requirements Completed N/A Drawing 9 Completed X P3103.1 Roof extension vent terminal and flashing&sealing N/A P3103.3 s Drawing 9 P3103.2 Frost closure requirement for Vent Piping Completed X N/A Drawing 9 S P3103.5 Vent terminal locations Completed X N/A Drawing 9 5 P3108 Wet venting provided Completed N/A X 5 P3109 Waste stack vent location Completed N/A Drawing 9 5 Circuit venting requirements Completed HFS/ AP ROVED N/AX _DATE 7/16/20 5 PFS CORPORATION Residential Submission Development Worksheet Bloomsburg, PA Page 9 of 13 September 1,2018 P3111 Combination waste and vent system Completed X N/A Drawing 9 s P3112 Island fixture venting Completed N/A X s P3114 Air admittance valves Completed X Drawing 9a s P3201 Fixture Trap locations Completed X N/A Drawing 9 and 9a S Electrical Requirements (Chapters 33 through 42) 136f E3901 Receptacle and J-box locations CompletedX Equipment locations and requirements N/A Drawing 6 s E3902 GFCI/AFCI requirements CompletedX Drawing 6 and N/A Drawing 8 s 314 Smoke detector Alarms CompletedX PFDrawing 6 S APPROV D Show locations on drawings g N/A DATE 7/16/20 — PFS COF#PORATI N 315 Carbon Monoxide Alarms CompletedX i rawn D 6 Show locations on drawings N/A g Bloomsburg, PA Typical Electrical Notes CompletedX Drawing 8 N/A 66f Electrical equipment/appliance locations CompletedX Drawing 8 Floor plans N/A 66 Electric Systems Completed 66a Separate electric meters are required for each N/A X dwelling unit and Service equipment s CompletedX Drawing 8 136b E3908 Means of Grounding N/A s 6CompletedX Drawing 86b E4001.15 Grounding for Lighting Control N/A s 6CompletedX Drawing86b E3907.9 Wire bending in Panelboards N/A s CompletedX Drawing 6 66c Load calculations N/A s CompletedX Drawing 8 136d Size of conductors N/A s Completed 66e Main disconnect&over current protection N/AX s 136g Ch.34 One-line Electrical diagram Completed X Drawing 6 N/A 136h N1104.1 Lighting plan CompletedX Drawing 8 75%of Lighting fixtures must have high efficiency N/A lamps s Residential Submission Development Worksheet Page 10 of 13 September 1,2018 B7 IECC Energy Code Compliance path used(Circle One): Completed X Res-Check R402.1.2 N/A R402.1.5 Prescriptive Performance I Energy Rating Index S R405 R406 Forced Hot Air Furnace,Gas fired 80 AFUE Minimum Completed Oil fired-83 AFUE Minimum N/AX Provide Make and model number S (effective 11/19/2015 Gas,5/01/2013 Oil) Electric Central Air,13 SEER min.(effective 1/26/2006) Completed Make and model number N/AX S Boiler,Gas fired-82-AFUE Minimum Completed Oil fired-84 AFUE Minimum N/A X Provide Make and model number S (effective 9/1/2012) N1102.1.2 Materials Identification.Installation shall be per the Completed Drawing 10,and 4 N1104.1.4 manufacturer's instructions.Materials must be N/A identified so that compliance can be determined. S Insulation R values and glazing U factors must be clearly marked on the building plans or specifications. Drawing 10 R702.7 Vapor retarder installed on non-vented framed Completed X ceilings,walls and floors. N/A N1102.4 Air leakage Completed X Drawing 1 Identify how joints,penetrations and openings in the N/A building envelope are sealed. S B71(f) N1102.4.1.2 Completed Drawing 1 ACH50/Blower door testing for Air Infiltration rate and N/A achieve dwelling rate of 3 ACH SK N1102.4.5 Recessed lights shall be IC rated and installed with no Completed Drawing 8 penetrations,or Type IC or non-IC rated installed N/A inside S an appropriate air-tight assembly with a 1/2" clearance from combustible materials and 3" clearance from insulation 67e N1103.1.1 Temperature Controls Completed Each dwelling unit has at least one thermostat capable N/A X of automatically adjusting the space temperature set S point of the largest zone. N1103.3 Duct Insulation Completed Supply ducts in unconditioned attics,spaces or outside N/AX the building must be insulated to R-8 or R-11. S Return ducts in unconditioned attics or outside the pW� _ AP /=O�/E� building must be insulated to R-4 or R-6.Return DATE 7/15/20 ducts in unconditioned spaces must be insulated to R-2.Insulation is not required on ducts in basements PFS CORPORATION within the thermal envelope. Bloomsburg, PA N1103.3.5 Building Cavities—Not Used as ducts or plenums Completed N/A X s Residential Submission Development Worksheet Page 11 of 13 September 1,2018 M1602 Duct Construction Completed All joints,seams,and connections must be securely N/AX fastened with welds,gaskets,mastics(adhesives), s mastic-plus-embedded-fabric,or tapes.Duct tape is not permitted. Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. AP ROVED Cooling ducts with exterior insulation must be covered with a vapor retarder. DATE 7/16/20 Air filters are required in the return air system. PFS CORPOF�ATION The HVAC system must provide a means for balancing air and water systems. Bloomsburg, PA N1103.3.3 Duct Testing Requirements Completed Post-construction N/A X s N1103.5 Service Water Heating Water heaters with vertical pipe risers must have heat trap on both the inlet and outlet unless an integral Completed heat trap is provided or is part of a circulating system. N/A X Identify on the drawings the insulation R value(s)for s the circulating hot water pipes and HVAC piping N1103.5.3 Pipe insulation.Service water piping must be insulated Completed to R-3 where indicated N/AX s Structural design Page 1 Identify codes and referenced standards used in design on a separate sheet bound with the structural Completed X calculations N/A s Baa R301 Structural materials/elements CompletedX Drawing 10 Circle One: Engineered OR Prescriptive design N/A s Baa R301.4 Dead&Live Loads Completed X Calculation manual R301.5 N/A page 1 s 63d R301.2.1 Ground Snow Load,Seismic Design Category and CompletedX Drawing 1 R301.2.1.4 Assumed Soil Site Class and Wind Speed and Exposure N/A R301.2.2 Category s R301.2.3 CompletedX Drawing 10 and 133c Specifications of all materials N/A calculation manual pages s 1 thru 5 CompletedX Drawing 10 133b R802.10 Provide Engineered roof details N/A R804.3.6 s Completed X B3b R802.10 Truss specifications data sheet and truss uplift N/A R802.11 connections provided s CompletedX Drawing 3a B3b R602.10 Braced/Shear Wall N/A R602.12 Circle One: Engineered OR Prescriptive design s CompletedX Drawing3a 63b R602.10 Braced wall lines identified and dimensioned N/A s CompletedX Drawing 3a B3a Specifications for shear walls provided& N/A Structural adequacy of shear walls confirmed s Residential Submission Development Worksheet Page 12 of 13 September 1,2018 B3b Location and specifications for holddown devices Completed Drawing 3a provided on Braced wall and Foundation plans N/A X s Bae Column(post)schedule and header(beam)schedule Completed X Drawings 2 and 3 provided on floor plan N/A s Continuity of uplift resistance confirmed Completed Drawing 3 N/A 5 Details of module connections(at ridge,mating line, Completed X Drawing 10 story-to-story)provided "SA R301.2.1.2 Wind-borne debris protection applicable Completed R609.6 And how addressed N/A x s B3b R403.1.6 Location and specifications for holddown devices,size Completed Drawing 2a and and spacing of sill plate anchor bolts and spacing of N/A X 3a columns provided on foundation plan s Bag R404 Uniformly distributed loads and Concentrated loads Completed Drawing 2a identified on foundation plans N/A s Bad R404 Horizontal loads vectors identified on foundation plans Completed Drawing 2a N/A 5 PFS/_ APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA Residential Submission Development Worksheet Page 13 of 13 September 1,2018 Generated by REScheck-Web Software Compliance Certificate Project 201804 Naglieri OF NEW �Q'�o,( PAUL syO,p� Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-fancily W Project Type: New Construction 2 Conditioned Floor Area: 2,265 ft2 Glazing Area 16% ��p 096192 v� Climate Zone: 4 (5572 HDD) ROFESSI Nk 6/2020 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 9955 Sound View Avenue Jim Novic Jim Novic Southold, NY 11971 Long Island Modular Modular Steel systems 500 North Broadway Suite 163 11 Edwards drive Jericho, NY 11753 Bloomsburg, PA 17815 5705204149 jim@steelmodularsystems.com jim@steelmodularsystems.com ,Compliance: Passes using UA trade-off Compliance: 10.0%Better Than Code Maximum UA: 371 Your UA: 334 Maximum SHGC: 0.40 Your SHGC: 0.24 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 Assembly Gross Area Cavity Cont. Perimeter Ceiling:Flat Ceiling or Scissor Truss 734 38.0 0.0 0.030 22 Ceiling 1:Flat Ceiling or Scissor Truss 391 30.0 0.0 0.035 14 Wall:Wood Frame, 16" D.C. 1,390 21.0 0.0 0.057 52 Door:Solid Door(under 50%glazing) 36 0.160 6 Door 1: Glass Door(over 50%glazing) 80 0.240 19 SHGC:0.24 Window:Wood Frame 356 0.240 85 SHGC:0.24 Wall 1: Wood Frame, 16"D.C. 1,112 21.0 0.0 0.057 63 Wall 2:Wood Frame, 16"D.C. 228 13.0 0.0 0.082 19 Floor:All-Wood Joist/Truss 1,140 19.0 0.0 0.047 54 APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA Project Title: 201804 Naglieri Report date: 07/15/20 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Jim Novic,VP. /(/6ri5GG 7/15/2020 Name-Title SigAature Date OF NE�y o�-q PAUL APPROVED � 2 DATE 7/16/20 ,O 096191 PFS CORPORATION RAF€ssk NP 6/2020 Bloomsburg, PA Project Title: 201804 Naglieri Report date: 07/15/20 Data filename: Page 2 of 10 CREScheck Software Version : REScheck-Web �(J Inspection Checklist Energy Code: 2018 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. Section plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate -" `❑Does Not [PR111 energy code compliance for the _ - J building envelope.Thermal _:'❑Not Observable envelope represented on __ - -❑Not Applicable construction documents. i 103.1, Construction drawings and ;.❑Complies 103.2, documentation demonstrate :'?'❑Does Not 1403.7 energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems. ' i Systems serving multiple ❑Not Applicable f dwelling units must demonstrate I compliance with the IECC Commercial Provisions. Ir Heating and cooling equipment is Heating: J Heating: ' ❑Complies iff 4017:`. '",.sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [BR2J. on loads calculated per ACCA� Cooling: Cooling:Manual J or other methods ❑Not Observable Btu/hr Btu/hr ❑Not A licable approved by the code official. PP Additional Comments/Assumptions: C�OF NES l' PAUL sy0� APPROVED rnz 7/16/20 Zs� 09619-1 DATE OA PFS CORPORATION 9°Fes s) NP 6/2020 Bloomsburg, PA 1 High Impact(Tier 1) 1",,2,. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 201804 Naglieri Report date: 07/15/20 Data filename: Page 3 of 10 Section # Foundation Inspection Complies? Comments/Assumptions & Res1.ID 303.2.1 ;A protective covering is installed to ❑Complies [F03,1]2- protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ` ❑ grade. Not Observable ❑Not Applicable 1403.9,' - Snow-and ice-melting system controls ❑Complies ffFOT2j? ';installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: APPROVED OF NEfiiljY � DATE 7/16/20 P o�� PAu� SyO�� T G PFS CORPORATION Bloomsburg, PA m � _ 2s�010 096191 ��C? R�FESS1 N�6/2020 1 High Impact(Tier 1) :_2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 201804 Naglieri Report date: 07/15/20 Data filename: Page 4 of10 Section Pians Verified Field Verified # Framing/Rough-In lnspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, Door U-factor. U- U- []Complies See the Envelope Assemblies 1402.3.4table for values. I[FR1]1 ❑Does Not - ❑Not Observable 14 ❑Not Applicable E 402.1.1, Glazing LI-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 1402.5 ❑Not Observable [FR2]1 ❑Not Applicable t ' 1303.1.3 LI-factors of fenestration products ,_.-:... =° .- ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. -"❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's , ,�❑Does Not J instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ;❑Complies [FR20]1 is listed and labeled as meeting .]❑Does Not AAMA/wDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC _ s❑Not Observable 400 that do not exceed code ;❑Not Applicable limits. - 402:4':5: IC-rated recessed lighting fixtures`, r' ;._ r;' .: ,''_ -,,1❑Complies [1711,16]2 jsealed at housing/interior finish .,❑Does Not and labeled to indicate_<2.0 cfm leakage at 75 Pa. ❑Not Observable - ' ;❑Not Applicable 403.3.1 Supply and return ducts in attics ; -]Complies (FR12]1 insulated>= R-8 where duct is _- 1❑Does Not >= 3 inches in diameter and >_ `•_ , ;_ `;4 =[ `=' -` R-6 where< 3 inches. Supply and =":"::' `,j❑Not Observable return ducts in other portions of ;❑Not Applicable p� APPROV D the building insulated >= R-6 for ° I diameter>=3 inches and R-4.2 for< 3 inches in diameter. DATE 7/16/20 403.3.2 Ducts,air handlers and filter ❑Complies PFS CORPORATION [FR13]1 boxes are sealed with iOlDoes Not „J joints/seams compliant with Bloomsburg, PA International Mechanical Code or ❑Not Observable International Residential Code,as „ '. j❑Not Applicable applicable. 403.3:5 !Building cavities are not used as ,;;, .;; ` „`.; ._ i. ❑Complies :.: [FR15]3 ducts or plenums. _ ❑Does Not '❑Not Observable ❑Not Applicable ]HVAC piping conveying fluids R- R-` ❑Complies [.FR17`]z:. ' above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R- ❑ 3 Not Observable pAU O ❑Not Applicable C 403.4.1 Protection of insulation on HVAC .` :_, i❑Complies G Does Not [FR24]1 piping. :,:.s- : ❑ O �j❑Not Observable LLI _r i❑Not Applicable T •4Q3,:5i3 Hot water pipes are insulated to R-' R- ❑Complies C? [FR18]2 .fi>_R-3. ❑Does Not ��p 096191 ❑Not Observable OF N } 9 ESS1 P ❑Not Applicable 6/202 11 High Impact(Tier 1) ,' 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 201804 Naglieri Report date: 07/15/20 Data filename: Page 5 of10 Section Pians Verifier) Field Verified I # Framing/Rough-in Inspection Value Value Complies? Comments(Assumptions I& Req.1D 403.6 i Automatic or gravity dampers are ❑Complies I[F_R19F 'installed on all outdoor air ❑Does Not intakes and exhausts. _ ❑Not Observable ' ❑Not Applicable Additional Cornrnents/Assumptions: .`�()F NES Y 0 PFS/ APPROVED 2 ' z DATE 7/16/20 �OA096191 PFS CORPORATION 9�F_a ID_ vk 6/2020 Bloomsburg, PA 1 High Impact(Tier 1) (;Y I Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 201804 Naglieri Report date: 07/15/20 Data filename: Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? TComments/Assumptions &82eq.1O ;303:1 ;All installed insulation is labeled :❑Complies [IN1312 'or the installed R-values _ ❑Does Not ! :±�1.`," provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. i [IN111 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 1303.2, Floor insulation installed per _ ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN211 in substantial contact with the underside of the subfloor,or floor ❑Not Observable framing cavity insulation is in ;,-,';` .;:> ;•❑Not Applicable contact with the top side of sheathing, or continuous 1 insulation is installed on the underside of floor framing and extends from the bottom to the _ top of all perimeter floor framing members. I 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 1/z of the ❑ Wood ❑ Wood []Does Not table for values. 402.2.6 wall insulation on the wall [IN311 exterior,the exterior insulation ❑ Mass Mass ❑Not Observable ,1q requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ;:?❑Complies [IN411 manufacturer's instructions. ❑Does Not ! ❑Not Observable u_P` ❑Not Applicable Additional Comments/Assumptions: of NE�ri 1' PAUL S Q <a w Z SFS/ APPROVED O 09619, �DATE 7/16/20 AR�FESS1 NPS' 6/2020 PFS CORPORATION Bloomsburg, PA 1 High Impact(Tier 1) ;J:11 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 201804 Naglieri Report date: 07/15/20 Data filename: Page 7 of10 section I Plans Verified Field Verified # Final inspection Provisions + Value Valve Complies? Comments/Assumptions q ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 1 402.2.1, F1Wood ❑ Wood ❑Does Not table for values. ;402.2.2, E] Steel E] Steel ❑Not Observable I��i]2'6 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every 300 ftz. : _]Not Observable ❑Not Applicable 02:23'.'.,,;Vented attics with air permeable ❑Complies 14 1 . IjF1221?. - insulation include baffle adjacent ".i❑Does Not (;- to soffit and eave vents that ,❑Not Observable extends over insulation. =_ =:'❑Not Applicable 402.2.4 Attic access hatch and door R- R-_ ✓❑Complies [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑Complies [FI1711 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F12711 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of paF% APPROVE test. Postconstruction test:Total leakage measured with a DATE 7/16/20 pressure differential of 0.1 inch w.g.across the entire system PFS CORPORATI0 1 including the manufacturer's air Bloomsburg, PA handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI411 cfm/100 ft2 across the system or, It2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ",:.' ... ;" s❑Complies [FI2411 by manufacturer at<=2%of _ ;❑Does Not design air flow. ❑Not Observable ❑Not Applicable '403:1.1:, 1 Programmable thermostats ?, - ❑Complies OF NEW iTFI9,12' . installed for control of primary ❑Does Not pAU rO heating and cooling systems and S, .Q initially set by manufacturer to ;,, i❑Not Observable O y -:{code specifications. ❑Not Applicable # Lr 4.03.1.2.. -I Heat pump thermostat installed _ ]❑Complies [FI10]? ',on heat pumps. _ j❑Does Not m ❑Not Observable 2 "7 ,- `;❑Not Applicable c�` Z 403.52 1 3 Circulating service hot water }❑Complies '40� Nps systems have automatic or I❑Does Not ESS% 6/2120 -Icontrols. - accessible manual,- - ❑Not Observable _}❑Not Applicable 1 High Impact(Tier 1) 6:z. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 201804 Naglied Report date: 07/15/20 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Complies. Comments/Assumptions L&Req .ID Value Value 1403:6.1. ';All mechanical ventilation system. ❑Complies J,F125]? fans not part of tested and listed ❑Does Not i -- HVAC equipment meet efficacy _ and air flow limits per Table - ❑Not Observable -"" R403.6.1. '❑Not Applicable 403:2" Hot water boilers supplying heat ❑Complies (,._ P[•FI26"],,,`,.",,through one-or two-pipe heating ❑Does Not j L;:,`•.-'.,:,+systems have outdoor setback control to lower boiler water ❑Not Observable r='.,.:,_;`;•.. - "<•_�:_. -. "".;temperature based on outdoor Not Applicable Itemperature. ; i:4""03:5:1'.,1'.Heated water circulation systems ❑Complies �[FI28.T?•..:_';have a circulation pump.The °r ❑Does Not ,system return pipe is a dedicated „• ;;❑Not Observable return pipe or a cold water supply pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are - not present. Controls for { _ ;circulating hot water system pumps start the pump with signal frhtw o o water demand within the - - - LPFSCORPORATln� APPROoccu anc ControlsP Y•automatically turn off the pump7/16/20 when water is in circulation loop!s at set- oint tem erature and - P P no demand for hot water exists. `~ ° ' burg, PA '403a5.12>.` Electric heat trace systems ❑Complies :x'❑Does Not [FI29 s _, com I with IEEE 515.1 or UL { 515. Controls automatically . adjust the energy input to the a ; servable ❑Not Applicable rr, heat tracing to maintain the PP desired water temperature in the - ir" �.: _ ..SPP 9• _ __ ,..,Demand recirculation water ❑Com lies systems have controls that ❑' s'. Does Not f, manage operation of the pump ❑Not Observable and limit the temperature of the water entering the cold water ` ' - i❑Not Applicable i piping to <= 1049F. _ Drain water heat recover units '❑Com lies tested in accordance with CSA ❑ Does Not '655.1. Potable - otab ewater side n. ; -]Not Observable pressure ?? loss of drain water heat ❑Not A "'"•� recovery units<3 psi for = -_ " _ �-�, PPlicable individual units connected to one i 3 or two showers. Potable water- ' •side ressure loss of drain water - +`; ,heat recoveryunits<2 psi for `S, individual units connected to 3 three or more showers. �404.1 90%or more of permanent '.':=❑Complies [FI6]1 fixtures have high efficacy lamps.< _-- "❑Does Not F NE I ❑Not Observable PAU( O a" N I' S -- i❑ of A ,,cable O _ PP 404.1:1 " Fuel gas lighting systems have "-.a❑Complies * �� (FI-23]? no continuous pilot light. ❑Does Not is ❑Not Observable m W i = .�❑Not Applicable 2 401:3•, Compliance certificate posted. ❑Complies p,00961g FI7 - =Y Does Not= I RoNP fiEssl _ - ❑Not Observable 6/ 020 ❑Not Applicable 1 High Impact(Tier 1) ,2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 201804 Naglieri Report date: 07/15/20 Data filename: Page 9 of 10 Section Plans Verified Field Verified 1 # Final Inspection Provisions I Value Value Complies? Comments/Assumptions i& Recl.iD i 1.303.3 Manufacturer manuals for ❑Complies [F]18]3 mechanical and water heating ❑Does Not I systems have been provided. ;❑Not Observable I i i❑Not Applicable Additional Comments/Assumptions: of NEI,J�Y PAUL S,yO,;f- m z PFS/. APPROVED DATE 7/16/20 s�oA 09sigl PFS CORPORATION R�FEss► NP 6/2020 Bloomsburg, PA 1 High Impact(Tier 1) °'2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 201804 Naglieri Report date: 07/15/20 Data filename: Page 10 of10 2018 IEcc Energy Efficiency certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating U_Factor SHGC Window 0.24 0.24 Door 0.24 0.24 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments OF NS PAUL S 0 CO m w �PFSi APPROVED 09619 DATE 7/16/20 R0—FESS% NPS' PFS CORPORATION 6/2020 Bloomsburg, PA Structural Calculation Index 201804 Page Rafter Calculations 12'-0" Module 1 SOF NES Roof/Ceiling Joist 12'-0 Module 2 /y Bedroom 1 Marriage wall beam 2 x\Q� �� PAUL S, O•p Bedroom 1 Marriage wall beam support columns 3 r� tiG Marriage wall beam Walk in closet 3 * �o Marriage wall beam Bedroom 2 and bedroom 3 3 Rafter Calculations 14'-4 1/2"Module 4 2 z Roof/Ceiling Joist 14'-4 1/2 Module 5 (P 1 Bedroom 1 Marriage wall beam 5 oo 09619 Bedroom 1 Marriage wall beam support columns 5 goFESSI NP 2/2020 Marriage wall beam Walk in closet 8 Marriage wall beam Bedroom 2 and bedroom 3 6 2nd floor deck 7 Deck support beams 7 Exterior door header with point load from living room beam 8 2nd floor headers 8 1stfloor 8 Headers and beams 9 Ceiling beams in living room/dining and kitch(Total pages 10 Total 11 APPROVED] 7/16/20 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS 201804 Naglieri SNOW LOAD Calculations are based on NDS 2018 requirements Consultant:Keyston Structural Group.,711 Davis Street,Scranton,PA 185C ��OF NEbV Y Live Load=40 psf Roof pitch Cs �P I PAUL Live load bedroom area=30 psf 7112 1.00 Dead Load=10 psf Exterior deck= 60 psf �O ROOF SNOW LOAD CALCULATIONS PER CODE REQUIREMENTS For roofs with an eave to ridge distance,W,of 20 ft or less,the structure shall be designed to resist unbalanced Ry LU uniform snow load on the leeward side equal to 1.5 pf/Ce for roof slopes of 5 degrees or less,and 1.5 ps/Ce for roof slopes exceeding 5 degrees. � 09619-7 Ground snow load:pg=25 psf on a horizontal projection Roof dead load Exposure category=B 1/2"plywood sheathing 1.6 AROPESS1 NP 2/2020 Rafter spacing=16"o/c Felt and Shingles 3.0 Roof pitch=7112=30 Deg. Rafter(Based on 2x8) 1.84 Total Dead load= 6.4 psf Sloped roof Snow Load,ps=Cs x p f Total Dead load flip rafter(2x4)= 5.52 psf pf=0.7xCexCt xpgx l I=Importance factor=1.0 Ct=1.1 (See ASCE 7; pF0.7x0.9x1.1x25x1.0= 17.3 psf ps=Csxpf=0.91x17.3= 17.3 psf Unbalanced Snow Load=ground snow load= 25.00 psf Occupancy live load=40 psf,30 psf in bedroom areas Dead load=actual or 10 psf 12 ft wide module Roof Unbalanced snow Total load on roof pitch Angle pf Ps load snow load on roof Wu wn(psi 7/12 30 17.33 17.33 25.00 25.00 31.44 10'-7 3/8' 7-7 5/8" 2-7 518" Flip rafter design a�314' M max=wLA2/8= 36.394 Ibft= 436.728 Ibin Flip rafter 2x4 A= 5.25 inA2 S= 3.06 inA3 1= 5.36 inA4 fb=M/S= 142.605 psi Use 2x4 any species fv=3V/2A= 20.09 psi Use 2x4 any species 3'-8 144" 12-0 1. Load on kneewall from flip Case 1 Unbalanced snow on one side of roof and no snow on the other side Rafter spacing at 16"o/c Load on rafter w=31.44*16/12= 41.92 plf P=wL/2=41.92*2.54/2+5.52*2.17/2= 62.51 Ib Concentrated load on rafter from flip rafter Case 2 Balanced snow on both sides of roof w=17.3+5.52= 22.8 a=projected length of flip rafter-2'-7 5/8"= 2.64 b=projected length of flip rafter=2'-7 5/8"=2.64 P=W*a+W*b=22.8(plf)*2.64(ft)/2+22.8*2.64/2= 70.32 Ib Governs Rafter spacing 16"o/c w= 41.92 plf Rew=(16/12)*(-P*b+wL*(L/2-b))/a= 198.32 Ib P 70.32 Ib Rkw=(16/12)*(P*L+wLA2/2)la= 488.72 Ib M at Pkw=P*b+w*bA2/2= 245.74 Ibft= 2948.88[bin Try 2x6 SPF#2 rafter A= 8.25 inA2 S= 7.56 inA3 Rkw 1= 20.80 in A4 E= 1400000.00 psi b= 2.14 Fb= 875.0 psi Fv= 135 psi F'b=Fb*Cr*Cf= 1308.1 psi Cf-- 1.3 fb=M max/S= 389.93 psi<F'b= 1308.125 psi Re j�� L= 10.61 fv=3V/2A= 88.86 psi<Fv= 135.00 ps' usesPF#2 ratter Pagea 1 pFs� APPROVED _ DATE 7/16/20 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS 201804 Naglieri SNOW LOAD Roof/Ceiling joist Roof/Ceiling joist shall be designed for storage load of 20 psf,attic accessed by pull down stairs. w=(10+20)*16/12= 40.00 plf Pkw= 488.72 lb w1= 13.33 w= 40.00 ew mw a=8.48 b=3.52 L= 12.00 Rew=(wb^212+Pkw*b+w1*a*(a/2+b))/L= 237.17 Ib Rmer-(w1*a^2/2Fkw*b+w*b*(a+b/2))/L= 505.44 Ib Check 2x10 SP#1 Ceiling joist A= 13.88 in A2 S= 21.39 in^3 1= 98.93 in^4 F'b=Fb*Cr*Cf Fb= 1050 psi F'b=Fb*1.15*1.1= 1328.3 psi Fv= 175.0 psi E= 1500000 psi Mmax at point load=Fmw*b-wb^2/2= 1531.7 Ibft= 18379.94 Ibin Check Bending fb=M max/S= 859.252 psi>F'b= 1328.3 psi fv=3V/2A= 54.64 psi<Fv= 175.0 psi -1=(w1x/241E)(L113-2Lx^2+x^3)= 0.00 in A2=((w-w1)x/241EL)((aA2(2L-a)-2ax^2(2L-a)+Lx^3))= 0.11 in 2L-a= 186.3 in 2ax^2= 2106848 in^3 A3=Pa(L-x)/61EL)(2Lx-x^2-a^2)= 0.14 in -� _Al+A2+A3= 0.25 in<U240= 0.60 in Use 2x10 SP#1 Ceiling joist Marriage wall ceiling beam Bedroom 1 Total load on Marriage wall beam=(reaction Rmw)=w= 505.44 Ib/(16/12 379.08 plf W= 379.08 plf ��CiF IVEI/(fr R1 R2 �,�Q'o�`l PAUL L= 11.8 ft d G R1=R2=wU2= 2227.12 lb M max=wL^2/8= 6542.15 Ibft= 78505.8 Ibin LU Try 2-1 112x9 1/4"LVL Ceiling beam 2 A= 27.75 in^2 S= 42.78 in^3 1= 197.86 in^4 Fb= 2900 psi Fv= 280 psi E= 2000000 psi �D,p C9619', Qin F'b=Fb*Cf= 2995.9 psi Cf=(12/b)^.125= 1.03 FESS1 Npy fb=Mmax/S= 1835.05 psi<F'b= 2995.9 psi 2/2020 fv=3V/2A= 120.38 psi<F'v= 280 psi A=5wL^4/384EI= 0.41 in<U240= 0.59 in Use 2-1 1/2x9 1/4"LVL Ceiling beam Support columns Size factor Cf used with Fe Size factor Cf used with Fb For 2x4 SPF#2= 1.15 For 200 SPF 92= 1.0 For 2x4 SPF 92= 1.5 For 2x6 SPF#2= 1.10 For 2x4 SPFstud grade= 1.05 For 2x6 SPF#2= 1.3 For 2x8 SPF#2= 1.05 For 2x6 SPFstud grade= 1.0 For 2x8 SPF#2= 1.2 For 2x10 SPF#2= 1.1 C= 0.8 Le=Ke*L=1.0*91.5= 91.5 in Ke= 1.0 Kce= 0.3 For built up columns nailed per NDS Kf= 1.00 F.E=0.822Emid(Le/d)^2 le/d=91.513.5= 26.14 ((fc/Fc')^2)+(fb/(Fb'*(1-fc/Fce)))<or-1 Cp=Kf*(1+(FSE/Fc*))/2c-(((1+(FcE/FC*))/2c)^2-(FcE/Fc*/c))^.5 M max=Wl*L^2/8 fb=Mmax/S fc=Vmax/A LUMBER SIZE A S E min Fc Le/d FCE Fc* Cp Fc' 2x4 Stud#2 5.25 3.06 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 A= 5.25 in^2 S=3.06 in^3 1= 5.36 in^4 Page 2 Q��7 - APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS 201804 Naglieri SNOW LOAD F5=875.0 psi Fc= 1150.0 psi E= 1400000 psi Emin= 510000 psi F*c=Fc•Cf= 1150*1.15= 1322.5 psi FcE=0.822Emtrd(Le/d)^2=0.822*510000/26.24^2= 613.39 psi Cp=Kf*(1+(FcE/Fc*))/2c-(((1+(FcE/Fc*))/2c)^2-(FcE/Fc*/c))^.5 Cp=1*(1+(613.39/1322.5))/2*0.8-(((1+(613.39/1322.5))/(2*0.8))^2-(613.39/1322.5)/0.8)^0.5= 0.41 LUMBER SIZE A E min Fc Le/d FcE Fc* Cp Fc' 2x4 Stud SPF 92 5.25 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 Load on studs= 2227.12 Ib A=V/F'c= 4.13 in^2 #of 2x4 studs req'd= 0.79 use 1-2x4 studs Marriage wall ceiling beam Walk in closet Total load on Marriage wall beam=(reaction Rmw)=w= 505.44 Ib/(16/12 379.08 plf W= 379.08 plf R1 R2 L= 5.7 ft R1=R2=wL/2= 1074.07 lb M max=wL^2/8= 1521.6 Ibft= 18259.2 Ibin Try 2-1 1/2x9 1/4"LVL Ceiling beam A= 27.75 in A2 S= 42.78 in^3 1= 197.86 in^4 Fb= 2900 psi Fv= 280 psi E= 2000000 psi F'b=Fb*CF 2995.9 psi Cf=(12/b)^.125= 1.03 fb=Mmax/S= 426.804 psi<F'b= 2995.9 psi fv=3V/2A= 58.06 psi<F'v= 280 psi A=5wL^4/384E1= 0.02 in<U240= 0.28 in Use 2-1 7/2x9 1/4"LVL Ceiling beam Support columns LUMBER SIZE A E min Fc Le/d FcE Fc* Cp Fc' 2x4 Stud SPF#2 5.25 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 Load on studs= 1074.07 Ib A=V/F'c= 1.99 in^2 #of 2x4 studs req'd= 0.38 use 1-2x4 studs Marriage wall ceiling beam Bedroom 2 Total load on Marriage wall beam=(reaction Rmw)=w= 505.44 Ib/(16/12 379.08 plf W= 379.08 plf R1 R2 L= 10.8 ft R1=R2=wL/2= 2037.57 Ib OF NE�/ M max=wL^2/8= 5475.98 Ibft= 65711.8 Ibin �Q- �� PAU( s 0 Try 2-1 1/2x9 1/4"LVL Ceiling beam p �, A= 27.75 in^2 S= 42.78 in^3 1= 197.86 in^4 Fb= 2900 psi Fv= 280 psi E= 2000000 psi F'b=Fb*Cf= 2995.9 psi Cf=(12/b)^.125= 1.03 fb=Mmax/S= 1535.99 psi<F'b= 2995.9 psi cn fv=3V/2A= 110.14 psi<F'v= 280 psi A=5wL^4/384E1= 0.29 in<U240= 0.54 in Use 2-1 1/2x9 1/4"LVL Ceiling beam Support columns QFESSI 2/2020 LUMBER SIZE A E min Fe Le/d FcE Fc* Cp Fc' 2x4 Stud SPF#2 5.25 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 Load on studs= 2037.57 Ib A=V/F'c= 3.78 in A2 #of 2x4 studs req'd= 0.72 use 1-2x4 studs Marriage wall ceiling beam Bedroom 3 Total load on Marriage wall beam=(reaction Rmw)=w= 505.44 Ib/(16/12 379.08 plf W= 379.08 plf R1 R2 L= 11.4 ft APPROVED Page 3 DATE 7/16/20 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS 201804 Naglieri SNOW LOAD R1=R2=wU2= 2163.94 lb M max=wL^2/8= 6176.23 Ibft= 74114.8 Ibin Try 2-1 112x9 1/4"LVL Ceiling beam A= 27.75 in^2 S= 42.78 in13 1= 197.86 in^4 SOF NEt/ifi Y Fb= 2900 psi Fv= 280 psi E= 2000000 psi �� PAU( s 0,9 F'b=Fb*Cf= 2995.9 psi Cf=(12/b)^.125= 1.03 c �0 tiG fb=Mmax/S= 1732.41 psi<F'b= 2995.9 psi ` fv=3V/2A= 116.97 psi<F'v= 280 psi A=5wLA4/384E1= 0.37 in<U240= 0.57 in Use 2-1 1/2x9 1/4"LVL Ceiling beam 2 Support columns LUMBER SIZE A E min Fc Le/d F.E Fc* Cp Fc' 0961T, 2x4 Stud SPF#2 5.25 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 A Load on studs= 2163.94 Ib ROFES Sl NP 212020 A-V/F'c- 4.01 in^2 ff of 2x/1 studs rsq'd= 0.76 use 1-2x4 studs 14 ft 4 112 in.wide module Roof Unbalanced snow Total load on roof pitch Angle Pf PS load snow load on roof Wu Total CP f) 7/12 30 17.33 17.33 25.00 25.00 31.44 2'-7 5/8" 2'-7 5/8" 2'-15/8' 8'-5 3/4" I 5'-10314" 14'4 tit" � Load on kneewall from flip Case 1 Unbalanced snow on one side of roof and no snow on the other side Rafter spacing at 16"o/c Load on rafter w=31.44*16/12= 41.92 pIf P=wU2=41.92*2.54/2+5.52*2.17/2= 55.24 Ib Concentrated load on rafter from flip rafter Case 2 Balanced snow on both sides of roof w=17.3+5.52= 22.8 a=projected length of flip rafter-2'-7 5/8"= 2.64 b=projected length of flip rafter=2'-7 5/8"=2.64 P=W*a+W*b=22.8(plf)*2.64(ft)/2+22.8*2.64/2= ' 70.32 Ib Governs Rafter spacing 16"o/c w= 41.92 pIf Rew--(16/12)*(-P*b+wL*(U2-b))/a= 198.32 Ib P 70.32 Ib Rkw=(16/12)*(P*L+wL^2/2)/a= 488.72 Ib kw b= 2.14 =8.48 Re-i�� L= 10.61 Roof/Ceiling joist Roof/Ceiling joist shall be designed for storage load of 20 psf,attic accessed by pull down stairs. APPROVED Page 4 915�- DATE 7/16/20 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS 201804 Naglieri SNOW LOAD w=(10+20)*16/12= 40.00 plf Pkw= 488.72 lb w 1= 13.33 w= 40.00 J'Rew mw a=8.48 b= 5.90 L= 14.38 Rew=(wbA2/2+Pkw*b+w1*a*(a/2+b))/L= 328.52 Ib Rmvr(wl*aA2/2Fkw*b+w*b*(a+b/2))/L= 509.09 Ib Check 200 SP#1 Ceiling joist A= 13.88 inA2 S= 21.39 1nA3 1= 98.93 inA4 F'b=Fb*Cr*Cf Fb= 1050 psi F'b=Fb*1.15*1.1= 1328.3 psi Fv= 175.0 psi E= 1500000 psi Mmax at point load=Fmw*b-wbA2/2= 2306.3 Ibft= 27675.42 Ibin Check Bending fb=M max/S= 1293.81 psi>F'b= 1328.3 psi ,C�OF NEIN y fv=3V/2A= 55.04 psi<Fv= 175.0 psi Go O��( PAUL ,1=(w1x/241E)(LA3-2LxA2+xA3)= 0.00 in A2=((w-w1)x/241EL)((aA2(2L-a)-2axA2(2L-a)+LxA3))= 0.12 in 21--a= 243.3 in 2axA2= 2106848 inA3 2 A3=Pa(L-x)/61EL)(2Lx-xA2-aA2)= 0.33 in 2� A 1+A2+A3= 0.45 in<L/240= 0.72 in d 096191 Z Use 2x10 SP#1 Ceiling joist '0,4 61 orESSI NP��2/2020 Marriage wall ceiling beam Bedroom 1 Total load on Marriage wall beam=(reaction Rmw)=w= 509.09 Ib/(16/12 381.82 plf W= 381.82 plf R1 R2 L= 11.8 ft R1=R2=wL/2= 2243.17 Ib M max=wLA2/8= 6589.32 Ibft= 79071.8 Ibin Try 2-1 1/2x9 1/4"LVL Ceiling beam A= 27.75 inA2 S= 42.78 inA3 1= 197.86 inA4 Fb= 2900 psi Fv= 280 psi E= 2000000 psi F'b=Fb*Cf= 2995.9 psi Cf=(12/b)A.125= 1.03 fb=Mmax/S= 1848.28 psi<F'b= 2995.9 psi fv=3V/2A= 121.25 psi<F'v= 280 psi A=5wLA4/384E1= 0.41 in<L/240= 0.59 in Use 2-1 1/2x9 114"LVL Ceiling beam Support columns Size factor Cf used with Fc Size factor Cf used with Fn For 2x4 SPF#2= 1.15 For 2x10 SPF#2= 1.0 For 2x4 SPF#2= 1.5 For 2x6 SPF 92= 1.10 For 2x4 SPFstud grade= 1.05 For 2x6 SPF#2= 1.3 For 2x8 SPF 92= 1.05 For 2x6 SPFstud grade= 1.0 For 2x8 SPF#2= 1.2 For 2x10 SPF 92= 1.1 C= 0.8 Le=Ke*L=1.0*91.5= 91.5 in Ke= 1.0 Kce= 0.3 For built up columns nailed per NDS Kf= 1.00 FcE=0.822EmirJ(Le/d)A2 le/d=91.5/3.5= 26.14 ((fc/Fc')A2)+(fb/(Fb'*(1-fc/Fce)))<or-1 Cp=Kf*(1+(FcE/Fc*))/2c-(((1+(FcE/Fe))/2c)A2-(FcE/Fc*/c))A.5 M max=Wl*LA2/8 fb=Mmax/S fc=Vmax/A LUMBER SIZE A S E min Fc Le/d FOE Fc* CP Fc' 2x4 Stud#2 5.25 3.06 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 A=5.25 inA2 S=3.06 inA3 1= 5.36 inA4 Fb=875.0 psi Fc= 1150.0 psi E= 1400000 psi Emin= 510000 psi F*c=FeCf= 1150*1.15= 1322.5 psi FcE=0.822EmirJ(Le/d)12=0.822*510000/26.24^2= 613.39 psi Cp=Kf(1+(FcE/Fc*))/2c-(((1+(FcE/Fe))/2c)A2-(FcE/Fc*/c))A.5 Cp=1*(1+(613.39/1322.5))/2*0.8-(((1+(613.39/1322.5))/(2*0.8))A2-(613.39/1322.5)/0.8)A0.5= 0.41 Page 5 V$�o APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS 201804 Naglieri SNOW LOAD LUMBER SIZE A E min Fc Le/d FCE Fc* Cp Fc' 2x4 Stud SPF#2 5.25 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 Load on studs= 2243.17 Ib A=V/F'c= 4.16 1n^2 #of 2x4 studs req'd= 0.79 use 1-2x4 studs Marriage wall ceiling beam Walk in closet Total load on Marriage wall beam=(reaction Rmw)=w= 509.09 Ib/(16/12 381.82 plf W= 381.82 plf R1 R2 L= 5.7 ft OF NEIV R1=R2=wU2= 1081.811b M max=wL^2/8= 1532.57 Ibft= 18390.8 Ibin �Q�O�( PAUL S�O�� Try 2-1 1/2x9 1/4"LVL Ceiling beam r (� A= 27.75 in^2 S= 42.78 in^3 1= 197.86 in^4 O Fb= 2900 psi Fv= 280 psi E= 2000000 psi F'b=Fb*Cf= 2995.9 psi Cf=(12/b)^.125= 1.03 uj fb=Mmax/S= 429.881 psi<F'b= 2995.9 psi 2 fv=3V/2A= 58.48 psi<F'v= 280 psi C? -\=5wLA4/384E1= 0.02 in<U240= 0.28 in A 096191 Use 2-1 1/2x9 1/4"LVL Ceiling beam R�FESSI NP Support columns 2/2020 LUMBER SIZE A E min Fc Le/d F.E Fc* Cp Fc' 2x4 Stud SPF#2 5.25 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 Load on studs= 1081.81 Ib A=V/F'c= 2.01 in^2 #of 2x4 studs req'd= 0.38 use 1-2x4 studs Marriage wall ceiling beam Bedroom 2 Total load on Marriage wall beam=(reaction Rmw)=w= 509.09 Ib/(16/12 381.82 plf W= 381.82 plf R1 R2 L= 10.8 ft R1=R2=wU2= 2052.26 lb M max=vvL^2/8= 5515.46 Ibft= 66185.5 lbin Try 2-1 1/2x9 1/4"LVL Ceiling beam A= 27.75 in^2 S= 42.78 in^3 1= 197.86 inA4 Fb= 2900 psi Fv= 280 psi E= 2000000 psi F'b=Fb*Cf= 2995.9 psi Cf=(12/b)^.125= 1.03 fb=Mmax/S= 1547.07 psi<F'b= 2995.9 psi fv=3V/2A= 110.93 psi<F'v= 280 psi A=5wL^4/384EI= 0.29 in<U240= 0.54 in Use 2-1 1/2x9 1/4"LVL Ceiling beam Support columns LUMBER SIZE A E min Fc Le/d FCE Fc* Cp Fc' 2x4 Stud SPF#2 5.25 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 Load on studs= 2052.26 Ib A=V/F'c= 3.81 in^2 #of 2x4 studs req'd= 0.73 use 1-2x4 studs Marriage wall ceiling beam Bedroom 3 Total load on Marriage wall beam=(reaction Rmw)=w= 509.09 Ib((16/12 381.82 plf W= 381.82 plf R1 R2 L= 11.4 ft R1=R2=wU2= 2179.54 Ib M max=wL^2/8= 6220.758 Ibft= 74649 Ibin Try 2-1 1/2x9 1/4"LVL Ceiling beam A= 27.75 in^2 S= 42.78 in^3 1= 197.86 in^4 Fb= 2900 psi Fv= 280 psi E= 2000000 psi F'b=Fb*Cf= 2995.9 psi Cf=(12/b)^.125= 1.03 fb=Mmax/S= 1744.9 psi<F'b= 2995.9 psi fv=3V/2A= 117.81 psi<F'v= 280 psi A=5wL^4/384EI= 0.37 in<U240= 0.57 in �PFS1 APPROVED Use 2-1 1/2x9 1/4"LVL Ceiling beam Page 6 DATE 7/16/20 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS 201804 Naglieri SNOW LOAD Support columns LUMBER SIZE A E min Fc Le/d F.E Fc* Cp Fc' 2x4 Stud SPF#2 5.25 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 Load on studs= 2179.54 Ib A=V/F'c= 4.04 in A2 #of 2x4 studs req'd= 0.77 use 1-2x4 studs 2ND FLOOR DECK OF NS Live load on deck= 60.00 psf joist spacing= 16"o/c Y Load on joist w=60*16/12= 80.00 plf ,�Q� ��I PAUL S, 0 Dead load on joist=10*16/12= 13.33 plf C12 total load= 93.33 plf W= 93.33 plf � 41 2 R1 L= 9.75 R2 ZcP �410 09619� Ili= R1=R2=wU2= 455.00 Ib M max=wLA2/8= 1109.063 Ibft= 13309 Ibin 9DF9619ESst NPS 2/2020 Try 2x10 SP#1 pressure trated joist Cm= 0.85 for Fb Cm= 0.75 for Fv Cr- 1.15 Fb= 1250 psi Fv= 175 psi E= 1600000 psi F'b=Fb*Cm*Cr= 1221.88 psi F'v=Fv*Cm= 131.25 psi A= 13.875 inA2 S= 21.39 inA3 1= 98.93 inA4 fb=M max/S= 622.18 psi<F'b= 1221.88 psi fv=3V/2A= 49.19 psi<F'v= 131.25 psi :\=5wLA2/384E1= 0.12 in<U240= 0.49 Use 2x10 SP#1 joist at 16"o/c,pressure treated Header joist/joist support beam 12'-0"module Load on beam from joist= 455.00 Ib= 341.25 plf W= 341.25 R1 L= 12 R2 R1=R2=w1J2= 2047.50 Ib M max=wLA2/8= 6142.5 Ibft= 73710 Ibin Try 3-2x10 SP#1 pressure trated joist Cm= 0.85 for Fb Cm= 0.75 for Fv Cr= 1.15 Fb= 1250 psi Fv= 175 psi E= 1600000 psi F'b=Fb*Cm*Cr= 1221.88 psi F'v=Fv*Cm= 131.25 psi A= 41.625 inA2 S= 64.17 inA3 1= 296.79 inA4 fb=M max/S= 1148.63 psi<F'b= 1221.88 psi fv=3V/2A= 73.78 psi<F'v= 131.25 psi A=5wLA2/384EI= 0.34 in<U240= 0.60 Use 3-2x10 SP#1 pressure trated joist Header joist/joist support beam 12'-0"module Load on beam from joist= 455.00 Ib= 341.25 plf W= 341.25 R1 L= 14 R2 R1=R2=wU2= 2388.75 Ib M max=wLA2/8= 8360.625 Ibft= 100328 Ibin Try 4-2x10 SP#1 pressure trated joist Cm= 0.85 for Fb Cm= 0.75 for Fv Cr- 1.15 Fb= 1250 psi Fv= 175 psi E= 1600000 psi F'b=Fb*Cm*Cr= 1221.88 psi F'v=Fv*Cm= 131.25 psi A= 55.5 inA2 S= 85.56 inA3 1= 395.73 inA4 fb=M max/S= 1172.56 psi<F'b= 1221.88 psi fv=3V/2A= 64.56 psi<F'v= 131.25 psi 3=5wLA2/384E1= 0.47 in<U240= 0.70 Use 4-2x10 SP#1 pressure trated joist APPROVED Page 7 V�7 - DATE 7/16/20 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS 201804 Naglieri SNOW LOAD Bedroom 1 exterior door header Load on header from LVL beam= 4470.29 Ib P= 4470.291b R1142 OF NE� a= 1.5 1 b= 4.83 Q�� PAU[ Yo L= 6.33 Gj O� S,S, R1=P*b/L= 3411.54 lb R2=P*a/L= 1058.752 lb �� G M max=R1*a= 5117.30 Ibft= 61407.6 Ibin * �p Try3-2x10 SPF#2 Header A= 41.625 inA2 S= 64.17 in^3 1= 296.79 in^4 m LU Fb= 875 psi Fv= 135 psi E= 1400000 psi 2� F'b=Fb*Cf= .962.5 psi fb=Mmax/S= 956.924 psi<F'b= 962.5 psi q 09619-1 fv=3W2A= 122.94 psi<F'v= 135 psi '4Q ESS 1 2/2020 A=P*a^2*b^213EIL= 0.05 in<U240= 0.32 in Use 3-2x10 SPF#2 header 2nd floor Loads on exterior walls BASED ON WIDER MODULE From roof(above)=196.32/(16/12)= 148.74 plf From roof/ceiling=328.52/(16/12)= 246.39 plf Total load= 395.13 plf Exterior wall headers W= 395.13 psi R1 R2 L= 3.5 ft R1=R2=wU2= 691.483 Ib M max=wL^2/8= 605.048 Ibft= 7260.57 Ibin Try 2-2x6 SPF#2 Header A= 16.5 inA2 S= 15.13 inA3 1= 41.59 in^4 Fb= 875 psi Fv= 135 psi E= 1400000 psi F'b=Fb*Cf= 1137.5 psi fb=Mmax/S= 480.038 psi<F'b= 1137.5 psi fv=3V/2A= 62.86 psi<F'v= 135 psi A=5wLA4/384EI= 0.02 in<U240= 0.18 in USe 2-2x6 SPF#2 Header for all openings up to 3'-6" 1st floor Loads on exterior walls based on 14'4 1/2"Module From roof(above)=198.32/(16/12)= 148.74 plf From roof/ceiling=328.52/(16/12)= 246.39 plf From 2nd floor occupancy=(40*14.38/2)= 287.5 plf From ceiling=5*14.375/2= 35.94 plf Wall dead load(2nd and 3rd floors)= 100 plf Total load= 818.57 plf Loads on Marriage walls walls based on 14'4 1/2"Module From roof/ceiling=Rmw=604.5/(16/12)= 381.816 plf From 2nd floor occupancy=(40*14.38/2)= 287.5 plf From ceiling=5*14.375/2= 35.94 plf Total load 705.25 plf Loads on Marriage walls walls based on 12'-0"Module From roof/ceiling=Rmw=505.4/(16/12)= 379.084 plf From 2nd Hoor occupancy=(40*12.0/2)= 240 plf Wall dead load(2nd and 3rd floors)= 0 plf From ceiling=5*12/2= 30.00 plf Total load 649.08 plf APPROVED Page 8 DATE 7/16/20 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS 201804 Naglieri SNOW LOAD Exterior wall headers W= 818.57 psi R1 R2 L= 3.5 ft R1=R2=wU2= 1432.5 lb M max=wL^2/8= 1253.44 Ibft= 15041.2 Ibin Try 2-2x6 SPF#2 Header OF NE(ij/Y A= 16.5 in^2 S= 15.13 in^3 1= 41.59 in^4 PAUL S' 0 Fb= 875 psi Fv= 135 psi E= 1400000 psip F'b=Fb*Cf= 1137.5,psi *� fb=Mmax/S= 994.462 psi<F'b= 1137.5 psi O fv=3V/2A= 130.23 psi<F'v= 135 psi A=5wL^4/384EI= 0.05 in<U240= 0.18 in M USe 2-2x6 SPF 92 Header for all openings up to 3'-6" N Marriage wall beams ��,pR Dg61910 91 P rlr� Beam in Living/Dining room opening 1(Double door to column) � ESS1 N 2)2020 Load on beam is from 2nd floor occupancy only=287.5+240.0= 527.5 W= 527.50 psi R1 R2 L= 11.8 ft R1=R2=wU2= 3099.06 lb M max=wL^2/8= 9103.5 Ibft= 109242 Ibin Try 2-1 1/2"x9 1/4"LVL BEAM INSTALLD IN CEILING A= 27.75 in^2 S= 42.78 in^3 1= 197.86 in^4 Fb= 2900 psi Fv= 280 psi E= 2000000 psi F'b=Fb*Cf= 2995.9 psi Cf=(12/b)^.125= 1.03307 fb=Mmax/S= 2553.5 psi<F'b= 2995.9 psi fv=3V/2A= 167.52 psi<F'v= 280 psi A=5wLA4/384E1= 0.57 in<U240= 0.59 in Use 2-1 1/2"x9 1/4"LVL BEAM INSTALLD IN CEILING,ONE IN EACH MODULE LUMBER SIZE A E min Fc Le/d F.E Fc* Cp Fc' 2x4 Stud SPF 92 5.25 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 Load on studs= 3099.06 Ib A=V/F'c= 5.75 in^2 #of 2x4 studs req'd= 1.09 use 2-2x4 studs Living room exterior door header Load on header from LVL beam= 3099.06 Ib P= 3099.06 lb R2 a= 1.5 b= 4.83 L= 6.33 R1=P*b/L= 2365.07 Ib R2=P*a/L= 733.9885 Ib M max=R1*a= 3547.61 Ibft= 42571.3[bin Try 3-2x10 SPF#2 Header A= 41.625 in^2 S= 64.17 in^3 1= 296.79 in^4 Fb= 875 psi Fv= 135 psi E= 1400000 psi F'b=Fb*Cf= 962.5 psi fb=Mmax/S= 663.395 psi<F'b= 962.5 psi fv=3V/2A= 85.23 psi<F'v= 135 psi A=P*a^2*b^2/3EIL= 0.04 in<U240= 0.32 in Use 3-2x10 SPF#2 Header Support columns LUMBER SIZE A E min Fc Le/d FCE Fc* Cp Fc' 2x4 Stud SPF#2 5.25 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 Load on studs= 236597 Ib APPROVED A=V/F'c= 4.39 in^2 #of 2x4 studs req'd= 0.84 use 2-2x4 studs -/ Page 9 DATE 7/16/20 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS 201804 Naglieri SNOW LOAD Beam in Living/Dining room opening 1(column to Kitchen) Load on beam is from 2nd floor occupancy only=287.5+240.0= 527.5 plf Point load is total fromwalk in closet and bedroom 2=1074.07+1081.81+2037.57+2052.26= 6245.72 Ib P=j 6245.72 W= 527.50 psi 12 a= 5.44 b= 4.40 QF NEW L= 9.8 ft �,� PAUL Sy09 R1=(P*b+wL^2/2)/L= 5385.59 Ib R2=(P*a+wL^2/2)/L= 6047.21 Ib V=0 at x=a At point load M max=R2*b-wb^2/2= 21486 Ibft= 257832 Ibin Try 8-1 1/2"x9 1/4"LVL BEAM INSTALLD IN CEILING m Z A= 111 in A2 S= 171.13 in^3 1= 395.73 in A4 2� Fb= 2900 psi Fv= 280 psi E= 2000000 psi F F'b=Fb*Cf= 2995.9 psi Cf=(12/b)^.125= 1.03307 �p �9619T fb=Mmax/S= 1506.69 psi<F'b= 2995.9 psi RDFESSI NPV fv=3V/2A= 81.72 psi<F'v= 280 psi 2/2020 -�=5wL^4/384E1= 0.14 in<U240= 0.49 in Use 2-1 1/2"x9 1/4"LVL BEAM INSTALLD IN CEILING AND FLOOR, IN EACH MODULE Support columns LUMBER SIZE A E min Fc Le/d FCE Fc* Cp Fc' 2x4 Stud SPF#2 5.25 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 Load on studs= 6047.21 Ib A=V/F'c= 11.22 in^2 #of 2x4 studs req'd= 2.14 use 3-2x4 studs Beam in Kitchen Beam in Living/Dining room opening 1(column to Kitchen) Load on beam is from 2nd floor occupancy only=287.5+240.0= 527.5 plf Point load P1 is bedroom 2=2037.57+2052.26= 4089.84 Ib Point load P2 is bedroom 3=2163.94+2179.54= 4343.47 P1=I 4089.84 Ib P2= 4343.47 Ib W= 527.50 psi 1 2 Location For P1 a1= 4.17 b1= 5.96 Location For P2 a2= 6.46 b2= 3.67 L= 10.1 ft R1=(P1*b1+P2*b2+wL^2/2)/L= 6650.19 lb R2=(P1*a1+P2*a2+wL^2/2)/L= 7124.06 lb V=0 at x=R2*x-P2*(x-b)-w*x^2/2 2*R2-2*P2*(x-b)-wx^2/2=0 x= 4.224 from R2 M max=R2*x-P2*(x-b)-wx^2/2= 22965 Ibft= 275581.9 Ibin Try 8-1 1/2"x9 1/4"LVL BEAM INSTALLD IN CEILING A= 111 in^2 S= 171.13 in^3 1= 395.73 in^4 Fb= 2900 psi Fv= 280 psi E= 2000000 psi F'b=Fb*Cf= 2995.9 psi Cf=(12/b)^.125= 1.033 fb=Mmax/S= 1610.41 psi<F'b= 2995.9 psi fv=3V/2A= 96.27 psi<F'v= 280 psi -\1=(wx/241E)(L^3-2Lx^2+x^3)= 0.15 in -\2=Pl*ai(L-x)/61EL)(2Lx-x^2aj^2)= 0.18 in -\3=(P2*b2*x)/61EL)(L^2-b2^2-x^2)= 0.17 in A=-�1+-\2+A3= 0.50 in<U240= 0.51 in Use 2-1 1/2"x9 1/4"LVL BEAM INSTALLD IN CEILING AND FLOOR, IN EACH MODULE Support columns LUMBER SIZE A E min Fc Le/d FCE Fc* Cp Fc' 2x4 Stud SPF#2 5.25 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 Load on studs= 7124.06 Ib A=V/F'c= 13.21 in^2 #of 2x4 studs req'd= 2.52 use 4-2x4 studs Beam in Foyer APPROVED Load on beam is from 2nd floor occupancy only=287.5+240.0= V�- 527.5 Page 10 DATE 7/16/20 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS 201804 Naglieri SNOW LOAD W= 527.50 psi R1 R2 L= 6.0 ft R1=R2=wU2= 1582.5 lb M max=wLA2/8= 2373.75lbft= 28485 Ibin SOF NEfi�r y Try 2-2x10 SPF#2 BEAM INSTALLD IN CEILING �Q� PAUL A= 27.75 inA2 S= 42.78 inA3 1= 197.86 inA4 OCA S', OS '9 Fb= 875 psi Fv= 135 psi E= 1400000 psi * �� F'b=Fb*Cf= 962.5 psi O fb=Mmax/S= 665.829 psi<F'b= 962.5 psi fv=3V/2A= 85.54 psi<F'v= 135 psi m W -\=5wLA4/384E1= 0.06 in<U240= 0.30 in Use 2-2-2x10 SPF#2 BEAM INSTALLD IN CEILING,ONE IN EACH MODULE F O , Z Og619 Support columns LUMBER SIZE A E min Fc Le/d FCE Fc' Cp Fc' OF S1 NP 2/2020 2x4 Stud SPF#2 5.25 510000 1150.0 26.14 613.39 1322.5 0.41 539.2 Load on studs= 1582.50 Ib A=V/F'c= 2.94 in A2 #of 2x4 studs req'd= 0.56 use 2-2x4 studs Load on foundation walls Exterior wall headers From roof(above)=198.32/(16/12)= 148.74 plf From roof/ceiling=328.52/(16/12)= 246.39 plf Total load from roof= 395.13 plf 2nd Boor occupancy based on 14=4 1/2"module Occupancy=(30+10)/14.5/2= 290 plf load from exterior wall 50 plf ceiling load=5*14.5/2= 36.25 plf Total from 2nd floor 376.25 plf 2nd Boor occupancy based on 144 1/2"module Occupancy=(40+10)/14.5/2= 362.5 plf load from exterior wall 50 plf Total from 2nd floor 412.5 plf Total load on foundation walls= 1183.88 plf 1st floor Marriage wall Floor Girder Load on Girder is fromm 1st floor occupancy load only Occupancy load from 14'4 1/2"module 362.5 plf Occupancy load from 12'-0"module 300 plf Total load= 662.5 plf W= 662.5 R1 R2 L max= 12.000 1 R1=R2=w*U2= 3975 Ib M max=w*LA2/8= 11925 Ibft= 143100 Ibin Girder consists of 4-1 1/2"x9 1/4"members A= 55.5 inA2 S= 85.56 inA3 1= 395.73 inA4 Required Fb=M/S= 1672.46 psi Use 4-1 1/2"x9 1/4"LVL beams E= 2000000 psi Fb= 2800 psi Fv= 280 psi fv=3V/2A= 107.43 psi<Fv= 280 psi -�=5wL114/384EI= 0.39 in<U240= 0.6 in W% APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA Page 11 e Uplift Connection Calculation MMH ERAL Uplift Connections Common Data: ASCE 7-16 Load Duration Factor(CD)= 1.6 Ten Minutes Wet Service Factor(C m)= 1.00 Thermal Factor(Ct)= 1.00 Roof Rafter/Truss Connection to Wall Truss uplift max reaction from Simpson MMHC 855 lbs Design uplift for connection 855 lbs Perimeter Band w/Sheathing overlap Perimeter Band Size 2x10 Nailing of Sheathing to Perimeter Band Wood Species Spruce-Pine-Fir Specific Gravity(G) 0.42 Nail Length= 1 1/2 in. Side Member Thickness 0.47 in. Nail Diameter- 0.131 in. Design Value for Lateral Z= 70 lbf Allowable Lateral Design Value Z'=ZC DCMCtCdCtn= 112 Ibf Truss @ 16"o.c. Load= 641.25 Ib/ft (2)0.131"x1-112"Nail @ 4 in.o/c Truss @ 24"o.c. Load= 427.5 Ib/ft (2)0.131"x1-1/2"Nail @ 6 in.o/c OtA 'q SOF NEbyY PAUL O O� REGISTERED O U PROF SIONAL * �� HULDE 2 ENGINEER 2� � PE083669 �� Q 09619 07/16/ - /VS Y Lv P� �gOFE6/2020 sst NPS APPROVED �� DATE 7/16/20 711 Davis Street PFS CORPORATION Scranton, PA 18505 1 Bloomsburg, PA Simpson;Strong�TWI Connectors&Fasteners for Modular Building, MMHC Hinged Roof Connector The innovative MMHC hinged roof connector makes it easy to build a stick-frame roof in the factory that can fold flat during shipping.This connector has been tested and load rated in multiple directions.It can be installed on one or both d- sides of the roof rafter assembly. a ,� Features: • Innovative hinge rotates easily from open position to folded. a • The offset nail pattern allows for installation on both sides. • Connector tabs make it intuitive to position before nailing. a- • Nails in place for easy installation,No bolts required. (No measuring or predrilling saves installers time.) 5�8, Material:18 gauge N. Finish:G90 Installation: • Minimum 2x6 roof rafter and ceiling joist;minimum 2x4 knee wall stud g 31/4^ • Arrange members in installed position • Open connector to same position • Place on wood members using tabs as a guide • Install with specified nails • Adjust members for shipping purposes,then reopen at jobsite MMHC • MMHC does not replace solid blocking Patent Pending Codes:See p.6 for Code Reference Key Chart Allowable Loads for Kneewall Application Fasteners per DF: SPF/RF. Model Roof. Connector .: .Member No: Pitch Quantity--' . "Dotvriload`,': ;Oplift :Download Uplift , ' .. 10d x.)IN'Nails (i151t251160) (160), (11511251160) (16!1)- jI MMHC 3:12-12:12 1 5 1,145 385 1,010 330 Z Allowable Loads for Single-Ply Rafter to Ceiling Joist Fasteners per i OF SPFIRF Z. Model Roof Connector Member F1 F2 F3: Uplift Ft F2 F3. Uplift . o No.- Pitch Quantity F 10d x 1 W,Nails -(160) (115/125/160) (160) (160) (115n251160) (160)- 0 1 5 95 485 485 480 95 415 415 470 Ir 3:12 153 z MMHC 2 10 215 955 955 870 215 625 825 170 0 -1 5 65 560 455 525 65" 530 4.00. 480 12:12 2 '10 140 1,215 845 940 140- 1,150 725 855 1.All installations assume at minimum a single-ply 2x member. m 2.Doubleapplicationswith d two-sidedadinstallation will achieve twice the published load for the r 0 one-sided installation. F 3.Linear interpolation of the loads f 3 o is allowed for roof pitches between 3:12 and 12:12. After shipping, leg rotates to the uprightoosition. 00Knee Installed at WWN APPROVED Knee Wall MMHC DATE 7/16/20 Installed at Heel PFS CORPORATION Bloomsburg, PA 21 6/12/2018 Tel:309-879-3258 www.perobbins.com CLIENT: Modular Steel Systems SUBJECT: Shear Joist Wall Building Code: IRC 2018 SUBJECT: DESIGNER: TAR ®f NE JOB NUMBER: PER18432 �°� p •F10 10 Simple Span - Uniformly Loaded With up to 4 Point Loads Live= 40 psf 240 n W Dead= 10 psf ATotai= 180 2 O 0 Tributary= 8 in CL= 1.0 FQ 935 L= 144 in Co= 1.60 C,= 1.00 020 Joist= 2x10 2.0E LVL b= 3.0 in Plies= 2 d= 9.3 in OK F„= 285 psi di= 3 in Fb= 2849 psi P,= -9308 lbs %Live= 100% E= 2000000 psi d2= 32 in 1= 197.9 in' P2= 9308 lbs %Live= 100% d3= 112 in P3= -9308 lbs %Live= 100% d4= 141 in P4= 9308 lbs %Live= 100% Px No Live wL= 2.22 pli dx Total w= 2.78 pli i11I1111111111 W111111111111 I III 1111111111111111111111111 M111 RI 1111 L Rt = -3549 lbs R2= 3949 lbs Shear Vmax= 5751 lbs f„= 311 psi = 3Vmax 2bd F„-= 456 psi = F„Co OK =if F„->= f� OK No Good) Moment Mmax= 154940 in"lbs fb= 3622 psi = 6Mmax bd2 Fb,= 4558 psi = FbCt_CoCr OK =igFb'>=fb, OK, No Good) Live Deflection Max AU,,= 0.1793 in U240= 0.6000 in OK Total Deflection Max OTotai= 0.1850 in L1180= 0.8000 in OK APPROVED DATE 7/16/20 Shear Joist Wall B PFS CORPORATION Bloomsburg, PA Cantilevered Built up Beams In Series Client Modular Steel Systems WALL.A Client Number 201804 P E.Robbins x PER19432 OK Dead Weight to resist uplift W= 6885 lbs Shear from Diaphragm V= 7353 lbs Sheathing 7/16"24/16 Span Rated OSB Wall Height H= 8 it Thickness t= 0.437 in Number of5tuds at each end n= 3 Shear Through the Thickness F„t„= 165 pli L/ 360 0.266667 in Stud 2x6 N2/p2 SPF Nail Option f,= 585.0 psi Diameter d= 0.131 in f,= 1265.0 psi Length L= 3 in Breadth b= 1.5 in Screw Depth d= 5.5 in Fastener Root Diameter(D.)= 0.189 in Modulus of Elasticity E= 14DOODO psi Fastener length(L)= 2.875 in Specific Gravity G= 0.42 Intermediate Bracing Distance Db= 16 in OK L/d<=50 NDS 3.7.1.3 Panel Buckling Check C= 0.9 •NOS 3.7.1.5 Fc'= 762 psi NDS 3.7.1.5 COVE= 0.1 NDS Table Fl FcE= 300.8102 psi NDS 3.7.1.5 E= 591429 psi E= 0.394813=FcE/Fc Emin'= 490566 psi NOS(D-4) C,= 0.372674=1+e 1+E �_E 2c [ 2c , c Panel F'C= 284 pli Al A2 A3 A4 d,(in) 32 17 17 20 0 0 0 0 0 .0 d,(in) 23 8 8 it 0 D 0 0 D O Moment of Inertia I(in') 9442 2017 2017 3057 0 0 0 0 0 D Percent of Load % 57% 12% 12% 18% 0% 0°% D% 0% 0% 0°% Shear(96-V) lbs 4199 897 897 1359 0 0 0 0 0 0 Shear Flow(Sheathing to Stud Connection) Q in' 125.8 63.9 63.9 76.3 0.0 0.0 0.0 0.0 0.0 0.0 Chord q oil 56.D 28.4 28.4 33.9 0.0 0.0 D.0 0.0 0.0 0.0 Member Nal in c/c 2 4 4 3' 0 0 0 0 0 0 Shear/Length pli 131.2 52.8 52.8 68.0 0.0 0.0 0.0 0.0 0.0 0.0 Shear OK OK OK OK OK OK OK OK OK OK Compression OK OK OK OK OK OK OK OK OK OK Connection to Shear Joist(Fastnere spacing;Inches c/c) (1)Row 1/4"x 4.5"SDS Screw 3 7 7 5 0 0 0 0 0 0 (2)Rows 1/4"x 4.5"SDS Screw 6 15 15 11 0 0 D 0 0 0 Moment Moment in-lbs 403138 86123 86123 130505 0 0 0 0 0 0 Tie-down lbs 10632 4646 4646 5889 C 0 0 0 0 0 Tension Chord Its 14479 14479 14479 14479 14479 14479 14479 14479 14479 14479 OK OK OK OK OK OK OK OK OK OK Compression Chord lbs 31309 31309 31309 31,309 31309 31309 31309 31309 31309 31309 OK OK OK OK OK OK OK OK .OK OK Deflection o in 0.094 0.094 0.094 0.094 0.000 0.000 0.000 0.000 0.000 0.000 OK OK OK OK OK OK OK OK OK OK d2 d1 � t b di=d,-2nb I=dds'- dd,' 12 12 Q=d,-b db d9 d2 2 q=VQ M=12HV T= M div y� NE y 0_y(12H)3 '`'r'' a.no r® 3E1 e�� a c Db All Intermediate Studs and Blocking Fastened @ 6"c/c C W 409350 PFj APPROVED p9�FESSI4N�� DATE 7/16/20 6/13/2018 P.E.Robbins PFS CORPORATION 1777 State Route 167 Bloomsburg, PA Victoria IL 61485 1 of 1 Cantilevered Built up Beams In Series Client Modular Steel Systems WALL:G Client Number 201804 P.E.Robbins#PER18432 OK Dead Weight to resist uplift W= 13722 Its Shear from Diaphragm V= 11630 lbs Sheathing 7/16"24/0 Span Rated OSB Wall Height H= 8 ft Thickness t= 0.437 in Number of Studs at each end n= 3 Shear Through the Thickness F,t„= 155 ph L/ 360 0.266667 in Stud 2x6 p1/02 SPF Nail Option f,= 585.0 psi Diameter d= 0.131 in f,= 1265.0 psi Length L= 3 in Breadth b= 1.5 in Screw Depth d= 5.5 in Fastener Root Diameter(D.)= 0.189 in Modulus of Elasticity E= 1400000 psi Fastener length(L)= 2.875 in Specific Gravity G= 0.42 Intermediate Bracing Distance Db= 16 in OK L/d-50 NDS 3.7.1.3 Panel Buckling Check c= 0.9 NDS 3.7.1.5 Fc,= 762 psi NDS 3.7.1.5 COVE= 0.1 NDS Table F1 FcE= 278.528 psi NDS 3.7.1.5 E= 547619 psi E= 0.365568=FcE/Fc Emin'= 454228 psi NDS(D-4) Co= 0.347113=l+e l+s s 2c [ 2c ]z c Panel PC= 264 pli G1 G2 di(in) SO 44 0 0 0 0 0 0 0 0 d,(in) 41 35 0 0 0 0 0 0 0 0 Moment of Inertia I(in') 25703 19392 0 0 0 0 0 0 0 0 Percent of Load % 57% 43% 0% 0% 0% 0% 0% 0% 0% 0% Shear(%'V) lbs 6629 5001 0 0 0 0 0 0 0 0 Shear Flow(Sheathing to Stud Connection) Q in' 200.1 175.3 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 Chord q oil 51.6 45.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Member Nail in c/c 2 2 0 0 0 0 0 0 0 0 Shear/Length pli 132.5 113.7 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 Shear OK OK OK OK OK OK OK OK OK OK Compression OK OK OK OK OK OK OK OK OK OK Connection to Shear Joist(Fastnere Spacing;Inches c/c) (1)Row 1/4"x 4.5"SDS Screw 3 3 0 0 0 0 0 0 0 0 (2)Rows 1/4"x 4.5"SDS Screw 6 7 0 0 0 0 0 0 0 0 Moment Moment m•lbs 636369 480111 0 0 0 0 0 0 0 0 Tie-down lbs 8817 7961 0 0 0 0 0 0 0 0 Tension Chord Ibis 14479 14479 14479 14479 14479 14479 14479 14479 14479 14479 OK OK OK OK OK OK OK OK OK OK Compression Chord Its 31309 31309 31309 31309 31309 31309 31309 31309 31309 31309 OK OK OK OK OK OK OK OK OK OK Deflection 0 in 0.054 0.054 0.000 0.000 0.000 0000 0.000 0.000 0.000 0.000 OK OK OK OK OK OK OK OK OK OK 112 1 t b d, 1=dd,'- dd,' 12 12 Q=d,-b db dt d2 2 q=VQ = I M-12HV T= M d, _V(3E1 0 t (NZ �C3'br ,�y Q -dam-I 3E! Db 7All Intermediate Studs and Blocking Fastened @ 6"c/c r 4 APPROVED 2� 0935% 7/16/20 DATE �FESSI�N PFS CORPORATION P.E.Robbins 6/13/2018 1777 State Route 167 Bloomsburg, PA Victoria IL 61485 1 of 1 Cantilevered Built up Beams In Series Client Modular Steel Systems WALL:B Client Number 201804 P.E.Robbins 9 PER38432 OK Dead Weight to resist uplift W= 6885 lbs Shear from Diaphragm V= 7353 lbs Sheathing 7/16"24/16 Span Rated OSB Wall Height H= 8 ft Thickness t= 0.437 in Number of Studs at each end n= 3 Shear Through the Thickness F,t„= 165 pli L/ 360 0.266667 in Stud 2x6#1/#2 SPF Nail Option f_= 585.0 psi Diameter d= 0.131 in F,= 1255.0 psi Length L= 3 in Breadth b= 1.5 in Screw Depth d= 5.5 in Fastener Root Diameter(D.)= 0.189 in Modulus of Elasticity E= 1400000 psi Fastener length IQ= 2.875 in Specific Gravity G= 0.42 Intermediate Bracing Distance Db= 16 in OK L/d-50 NOS 3.7.1.3 Panel Buckling Check c= 0.9 NDS 3.7.LS Fc'= 762 psi NDS 3.7.1.5 COVE= 0.1 NDS Table F1 FcE= 300.8102 psi NDS 3.7.1.5 E= 591429 psi E= 0.394813=FcE/Fc- Emin'= 490566 psi NDS(D-4) C,= 0.372574= 1+e + l 2c [ 2cE ] c Panel F'[= 264 oil 81 82 dr(in) 32 32 0 0 0 0 0 0 0 0 d,(in) 23 23 0 0 0 0 0 0 0 0 Moment of Inertia I(in) 9442 9442 0 0 0 0 0 0 0 0 Percent of Load % 50% 50% D°.6 0% 0% 0% 0% 0% 0% 0% Shear(%•V) lbs 3677 3677 0 0 0 0 0 0 0 0 Shear Flow(Sheathing to Stud Connection) Q in' 125.8 125.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Chord q pli 49.0 49.0 O.D 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Member Nail in c/c 2 2 0 0 0 0 0 0 0 0 Shear/Length pli 114.9 114.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Shear OK OK OK OK OK OK OK OK OK OK Compression OK OK OK OK OK OK OK OK OK OK Connection to Shear Joist(Fastnere Spacing;Inches c/c) (1)Row 1/4"x 4.5"SDS Screw 3 3 0 0 0 0 0 0 0 0 (2)Rows 1/4"x 4.5"SDS Screw 5 6 0 0 0 0 0 0 0 0 Moment Moment in•lbs 352944 352944 0 0 0 0 0 0 0 0 Tie-down Its 9308 9308 0 0 0 0 0 0 0 0 Tension Chord lbs 14479 14479 14479 14479 14479 14479 14479 14479 14479 14479 OK OK OK OK OK OK OK OK OK OK Compression Chord lbs 31309 31309 31309 31309 31309 31309 31309 31309 31309 31309 OK OK OK OK OK OK OK OK OK OK Deflection a in 0.082 0.082 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 OK OK OK OK OK OK OK OK OK OK d2 d1 dr=dz-2nb I=ddz'- dd,' 12 12 N 7f ` Q=dz_b db = a I 2 w d1 d2 q=VOL M=12HV T d p'�OFES S10N�� 0_y(12x)3 3EI 6/13/2018 a �^-d-^� O Db All Intermediate Studs and Blocking Fastened @ 6"c/c N Studs 95F--- . APPROVED DATE 7/16/20 PFS CORPORATION P.E.Robbins Bloomsburg, PA 1777 State Route 167 Victoria IL 61485 1 of 1 Cantilevered Built up Beams In Series Client Modular Steel Systems WALL:F Client Number 201804 P E Robbins 4 PER19432 OK Dead Weight to resist uplift W= 13722 lbs Shear from Diaphragm V= 11630 Its Sheathing 23/32"48/24 Span Rated OSB Wall Height H= 8 it Thickness It= 0.719 in Number of Studs at each end n= 4 Shear Through the Thickness F„[ = 220 pli L/ 360 0.266667 in Stud 2x6 1111/42 SPF Nail Option f,= 585.0 psi Diameter d= 0.148 in f_= 1265.0 psi Length L= 3 in Breadth b= 1.5 in Screw Depth d= 5.5 in Fastener Root Diameter(D,)= 0.189 in Modulus of Elasticity E= 1400000 psi Fastener length(L)= 2.875 in Specific Gravity G= 0.42 Intermediate Bracing Distance Db= 16 in OK L/d-50 NDS 3.7.1.3 Panel Buckling Check C= 0.9 NDS 3.7.1.5 Fc-= 1310 psi NDS 3.7.1.5 COVE= 0.1 NDS Table Fl FcE= 605.812 psi NDS 3.7.1.5 E= 440000 psi E= 0.462284=FcE/Fc Ervin'= 364963 psi NDS(D-4) Co= O.429B72=1+E1+E �_E 2C L ZC c Panel F'c= 563 pli F1 FZ F3 F4 d,(in) 32 17 17 20 0 0 0 0 0 0 dt(in) 2D 5 5 8 0 0 0 0 0 0 Moment of Inertia I(in') 11352 2195 2195 3432 0 0 0 0 0 0 Percent of Load % 59% 11% 11% 18% 0% 09, V. 0% 0% 0% Shear(%-V) lbs 6886 1331 1331 2082 0 0 0 0 0 0 Shear Flow(Sheathing to Stud Connection) Q in' 125.8 63.9 63.9 76.3 0.0 0.0 0.0 0.0 0.0 0.0 Chord q pli 76.3 38.8 38.8 463 0.0 0.0 D.D 0.0 0.0 D.D Member Nail in c/c 2 4 4 3 0 0 0 0 0 0 Shear/Length pli 215.2 78.3 78.3 104.1 D.0 0.0 0.0 0.0 0.0 0.0 Shear OK OK OK OK OK OK OK OK OK OK Compression OK OK OK OK OK OK OK OK OK OK Connection to Shear Joist(Fastnere Spacing;Inches c/c) (1)Row 1/4"x 4.5"SDS Screw No Good 5 5 3 0 0 0 0 0 0 (2)Rows 1/4"x 4.5"SDS Screw 3 10 10 7 0 0 0 0 0 0 Moment Moment in•lbs 651046 127790 12779D 199852 0 0 D 0 D 0 Tie-down lbs 16595 6732 6732 8764 0 0 0 0 0 0 Tension Chord Ibis 19305 19305 19305 19305 19305 19305 19305 19305 19305 19305 OK OK OK OK OK OK OK OK OK OK Compression Chord Its 41745 41745 41745 41745 41745 41745 41745 41745 41745 41745 OK OK OK OK OK OK OK OK OK OK Deflection A in 0.128 0.128 0.128 0.128 0.000 0.000 0.000 0.000 O.00D 0.000 OK OK OK OK OK OK OK OK OK OK d2 d1 t of =d,-2nb I=dd,'- dd,' 12 12 Q=dbdb Ell d2 2 q=VC. = I M=12HV pj T- M �V )IF IY�� d, o_V(12JJ)3 3E1 a is A. p = a4 n tjj Db All Intermediate Studs and Blocking Fastened @ 6"c/c `PFS 093590 N �D� FfSS10�� PFS/, APPROVED 7/16/20 6/13/2018 DATE P.E.Robbins PFS CORPORATION 1777 State Route 167 Victoria IL 61485 Bloomsburg, PA loft P.E.Robbins 1777 State Route 167 Victoria,IL 61485 Client: Modular Steel Systems Index Client SN: 201804 Page# Sheet Job Number: PER18432 2 Summary Design Summary 3 Summary Risk Category: H 4 Summary Exposure D 5 Summary Live Loads 6 Wind Roof: 20 psf 7 Sliding and Overturning Floor: 40 psf 8 Seismic Roof Snow Load Data 9 2nd Floor Shear Wall Force Normal Pg= 25 psf 10 Roof Diaphragm Force Normal pf= 17.325 psf 11 2nd Floor Shear Wall Force Parallel Ce= 0.9 12 Roof Diaphragm Force Parallel Is= 1.0 13 1st Floor Shear Wall Force Normal Cf= 1.1 14 2nd Floor Diaphragm Force Normal Exposure of Roof: Partially Exposed 15 1st Floor Shear Wall Force Parallel Wind Design Data 16 2nd Floor Diaphragm Force Parallel V„i,= 135 mph ASCE 7-10 'Vasd= 107 mph ASCE 7-05/IRC 2012/IRC 2009/IBC 2009 Vasd= 105 mph IBC 2012/IRC 2015/IBC 2015 Gcai= 0.18 Components and Cladding-ASD Roof 1 28.5 -31.6 psf Zones 2 28.5 -38.0 psf 3 28.5 -38.0 psf Overhang 2 0.0 -63.2 psf Zones 3 0.0 -63.2 psf Wall 1 4 1 31.6 1 -34.8 psf Zones 5 1 31.6 1 -44.3 psf Earthquake Design Data le= 1 Ss= 0.153 SI= 0.056 Site Class D SDs= 0.6 SDI= 0.2 2012 IRC Seismic Design Category= DO 2012 IBC Seismic Design Category= D Basic Seismic Force-Resisting System= Light Frame wood walls sheathed with wood structural panels rated for shear resistance Base Shear V= 1536 lbs Cs= 0.026 R= 6.5 Analysis Procedure Used= ASCE 7-10 Seismic-12.8 Equivalent Lateral Force Procedure F N�ry APPROVED DATE 7/16/20 n, PFS CORPORATION Fo 09350 Bloomsburg, PAMMMMA p9�FESSIONQ� PER18432 201804 Page 1 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 2nd Floor Label Shear Wall Edge(in) Chord Plies A Built Up Beam Tie-Down= Blocked= Yes Top Plate Connection= Bottom Plate Connection= Label Shear Wall Edge(in) Chord Plies B Built Up Beam Tie-Down= Blocked= Yes Top Plate Connection= Bottom Plate Connection= Label Shear Wall Edge(in) Chord Plies Tie-Down= Blocked= Top Plate Connection= Bottom Plate Connection= Label Shear Wall Edge(in) Chord Plies Tie-Down= Blocked= Top Plate Connection= Bottom Plate Connection= Label Shear Wall Edge(in) Chord Plies Tie-Down= Blocked= Top Plate Connection= Bottom Plate Connection= Label Shear Wall Edge(in) Chord Plies K 16 Gage Staple 7/16"Sheathing 4 2x6#1/02 SPF 2 Tie-Down= One Simpson MSTC 40 24"Gap Blocked= Yes Top Plate Connection= Lapped Sheathing(1)Row @ 6" .131"x 3"Nails Bottom Plate Connection= Lapped Sheathing(1)Row @ 4" .131"x 3"Nails Label Shear Wall Edge(in) Chord Plies L 16 Gage Staple 7/16"Sheathing 4 2x6#1/#2 SPF 2 Tie-Down= One Simpson MSTC 40 24"Gap Blocked= Yes Top Plate Connection= Lapped Sheathing(1)Row @ 6" .131"x 3"Nails Bottom Plate Connection= Lapped Sheathing(1)Row(W 3" .131"x 3"Nails Label Shear Wall Edge(in) Chord Plies Tie-Down= Blocked= No Top Plate Connection= Bottom Plate Connection= Label Shear Wall Edge(in) Chord Plies Tie-Down= Blocked= No Top Plate Connection= Bottom Plate Connection= Label Shear Wall Edge(in) Chord Plies Tie-Down= Blocked= No Top Plate Connection= Bottom Plate Connection= APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA PER18432 201804 Page 2 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 1st Floor Label Shear Wall Edge(in) Chord Plies F Built Up Beam Tie-Down= Blocked= Yes Top Plate Connection= Bottom Plate Connection= Label Shear Wall Edge(in) Chord Plies G - Built Up Beam Tie-Down= Blocked= Yes Top Plate Connection= Bottom Plate Connection= Label Shear Wall Edge(in) Chord Plies Tie-Down= Blocked= Top Plate Connection= Bottom Plate Connection= Label Shear Wall Edge(in) Chord Plies Tie-Down= Blocked= Top Plate Connection= Bottom Plate Connection= Label Shear Wall Edge(in) Chord Plies Tie-Down= Blocked= Top Plate Connection= Bottom Plate Connection= Label Shear Wall Edge(in) Chord Plies P 16 Gage Staple 7/16"Sheathing 3 2x6#1/#2 SPF 2 Tie-Down= One Simpson MSTCM40 Blocked= Yes Top Plate Connection= Lapped Sheathing(1)Row @ 4" .131"x 3"Nails Bottom Plate Connection= Lapped Sheathing(1)-Row @ 2" .131"x 3"Nails Label Shear Wall Edge(in) Chord Plies Q 16 Gage Staple 7/16"Sheathing 2 2x6#1/#2 SPF 2 Tie-Down= One Simpson MSTCM40 Blocked= Yes Top Plate Connection= Lapped Sheathing(1)Row @ 3" .131"x 3"Nails Bottom Plate Connection= Lapped Sheathing(2)Rows @ 3" .131"x 3"Nails Label Shear Wall Edge(in) Chord Plies Tie-Down= Blocked= Top Plate Connection= Bottom Plate Connection= Label Shear Wall Edge(in) Chord Plies Tie-Down= Blocked= Top Plate Connection= Bottom Plate Connection= Label Shear Wall Edge(in) Chord Plies Tie-Down= Blocked= Top Plate Connection= Bottom Plate Connection= PFS/. APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA PER18432 201804 Page 3 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 Truss Connection Marriage Wall Marriage Wall Uplift= 686 lbs W Fastener= Simpson SDS 1/4"x 6"Screw 580 Strap= Simpson LTS18 620 Truss to Marriage Wall Connection Option 1 (Fastener Only)#= 2 Option 2 (Strap Only)#= 2 Strap Fastening= Per Simpson Catalogue Option 3 1 Fastener(s)and 1 Strap(s) Truss to Exterior Wall Connection Lateral From Wall= 217 lbs Exterior Wall Uplift= 686 lbs W L Fastener= Simpson SDS 1/4"x 6"Screw 580 400 Strap= Simpson H2.SA 535 Strap Fastening= Per Simpson Catalogue Option 1 (Fastener Only)#= 2 Option 2 1 Fastener(s)and 2 Strap(s) Wall Top Plate as Diaphragm Chord Lateral From Roof Diaphragm= 684 lbs Option 1 (Fastener Only)#= 3 Option 2 2 Fastener(s)and 2 Strap(s) Roof Diaphragm Diaphragm sheathing nail spacings a= 3.0 ft 8d Nail 7/16"Sheathing Fastener Spacing(in) Block in From Each Field Wall Toward Other Label Boundary Edge Zone 1 Zone 2 Zone 3 Wall(ft) A-B 6 6 12 10 10 0 Fastener Spacing(in) Block in From Each Field Wall Toward Other Label Boundary Edge Zone 1 Zone 2 Zone 3 Wall(ft) K-L 6 6 12 10 10 0 APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA PER18432 201804 Page 4 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 2nd Floor Diaphragm Diaphragm sheathing nail spacings 10d Nail 19/32"Sheathing Block in From Each Fastener Spacing(in) Wall Toward Other Label Boundary Edge IField Wall(ft) F-G 6 6 12 0 Block in From Each Fastener Spacing(in) Wall Toward Other Label Boundary Edge IField Wall(ft) P-Q 6 6 12 0 W'(lbs) Zone Field(in) Sd Nail 7/16"Sheathing Overhang 682 2 6 L= 2.5 in Zones 3 6 Wall Areas That are Not Shear Walls 58.8 4 10 16 Gage Staple 7/16"Sheathing Wall Zones 5 7 L= 2.50 in Vertical Dimensions HR= 9 ft Height From Top Floor Ceiling to Peak Hwz= 8 ft Height Floor To Ceiling 2nd Story HG12= 1.8 ft Height 1st Story Ceiling to 2nd Story Floor Hwl= 8 ft Height Floor To Ceiling 1st Story HGG1= 1 ft Height Sill Plate to Floor 1st Story HG= 1.8 ft Height Sill Plate to Grade H= 29.6 ft Overall Height HMR= 25.1 ft Mean Roof Height Zz= 16.6 ft Mean Wall Height 2nd Story Z1= 6.8 ft Mean Wall Height 1st Story Truss Spacing= 24 in Stud Spacing= 24 in Dormers? No Wind Criteria Kd= 1 Wind Directionality Factor KZf= 1 Topographic Factor Exposure D Enclosure Enclosed Gf= 0.85 L= 43 ft Horizontal Dimension Parallel Major Ridge Line B= 26.5 ft Horizontal Dimension Normal to Major Ridge Line Slope 7 /12 OH= 1 ft Dead Loads DR= 10 psf Roof Dead Load DF= '10 psf Floor Dead Load SFS/ APPROVED Dc= 10 psf Ceiling Dead Load DATE 7/16/20 Dw= 10 psf Wall Dead Load PFS CORPORATION Bloomsburg, PA PER18432 201804 Page 5 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 ASCE 7-10 Directional Procedure All Heights V= 135 mph a= 11.5 I= 1 Zg= 700 ft Kd= 1 2rrmin= 7 ft Kz,= 1 Exposure D Kh= 1.127 Enclosure Enclosed Gf= 0.85 L= 43 ft B= 26.5 ft qh= 52.6 psf HMR= 25.1 ft ZZ= 16.6 ft K,Z= 1.049 q12= 48.9 psf Zl= 6.8 ft K,j= 0.902 %,= 42.1 psf Slope 7 /12 9= 30.26 Degrees Ofi= 1 ft LAR= 1.62 hIL= 0.58 Gcpi«= 0.18 Gcpi_= -0.18 Wind Normal To Ridge P(Gcpi+) P(Gcpi-) Windward Wall CPZ= 0.80 23.8 42.7 psf Cpl= 0.80 19.2 38.1 psf Leeward Wall Cp = -0.38 -26.2 -7.3 psf Side Wall Cp = -0.70 -40.7 -21.8 psf Leeward Roof Cp = -0.60 -36.3 -17.3 psf Windward Roof A CP= -0.22 -19.1 -0.2 psf Overhang= -34.4 -0.3 psf Windward Roof B Cp= 0.20 -0.3 18.6 psf Overhang -0.6 3.7 psf Wind Parallel To Ridge P(Gcpi+) P(Gcpi-) Windward Wall Cp = 0.80 26.3 45.2 psf Side Wall CP = -0.70 -40.7 -21.8 psf Roof 0 to H A Cp = -0.97 -52.7 -33.7 psf 0 to H B CP= -0.18 -17.5 1.4 psf H to 2H A CP = -0.53 -33.3 -14.4 psf H to 2H B CP= -0.18 -17.5 1.4 psf >2H A CP= -0.37 -25.9 -6.9 psf >21-1 B CP= -0.18 -17.5 1.4 psf Components and Cladding-LRFD Gcp+ Gcp- P(Gcpi+) P(Gcpi-) Roof 1 0.9 -1.0 47.5 -52.7 Zones 2 0.9 -1.2 47.5 -63.3 3 0.9 -1.2 47.5 -63.3 APPROVED Overhang- 2_ __ _ -2.0 -105.3 _/ _ _ Zones 3 1 -2.0 1 -105.3 DATE 7/16/20 Wall 4 1.0 -1.1 52.7 -58.0 PFS CORPORATION Zones 5 1.0 -1.4 52.7 -73.8 Bloomsburg, PA PER18432 201804 Page 6 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 Sliding and Overturning Wind Wind Normal To Ridge(Gcpi+) Roof Windward A Roof Windward B Vertical -6532 lbs Vertical -114 lbs Horizontal -493 lbs Horizontal -43 lbs Overhang -11758 lbs Overhang -16 lbs MR1= -290040.9 ft*lbs MR1= -750.6648 ft*lbs FR= 7929 lbs FR= 8380 lbs Roof Leeward Vertical -12400 lbs Horizontal -8422 lbs Fz= 12653 lbs Net Horizontal Force 2nd Story Wall and Gap Fl= 10543 lbs Net Horizontal Force 1st Story Wall and Gap 2nd Story A B Sliding 20582 21033 lbs R1= -11053 -4022 lbs 0.61)= 28684 lbs Rz= 9047 20176 lbs 1st Story A B Sliding 31125 31576 lbs R1= -9666 -2801 lbs 0.6D= 49864 lbs RZ= 28840 40136 lbs Wind Normal To Ridge(Gcpi-) Roof Windward A Roof Windward B Vertical -63 lbs Vertical 6355 lbs Horizontal -43 lbs Horizontal 4317 lbs Overhang -113 lbs Overhang 96 lbs MR1= -121190 ft*lbs MR1= -78776 ft*lbs FR= 3985 lbs FR= 8345 lbs Roof Leeward Vertical -5930 lbs Horizontal -4028 lbs Fz= 12653 lbs Net Horizontal Force 2nd Story Wall and Gap F1= 10543 lbs Net Horizontal Force 1st Story Wall and Gap 2nd Story A B Sliding 16638 20998 lbs R1= 9019 11989 lbs 0.61)= 28684 lbs Rz= 13559 17215 lbs 1st Story A B Sliding 27181 31541 lbs Rl= 8184 9543 lbs 0.61)= 49864 lbs Rz= 35573 40842 lbs PFS/, APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA PER18432 201804 Page 7 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 Wind Parallel to Ridge(Gcpi±) FHR= 3758 lbs Governing Net Horizontal Force on Roof Fz= 8184 lbs Net Horizontal Force 2nd Story Wall and Gap F1= 7516 lbs Net Horizontal Force 1st Story Wall and Gap Al= 715.35 ft' Ll= 12.6 ft Fl= -22606 lbs Az= 510.15 ft' LZ= 34.1 ft Fz= -10193 lbs A3= 0 ft L3= 0.0 ft - F3= 0 lbs MRI= -630779 ft*lbs 2nd Story Sliding 11942 lbs RI= -5580 lbs 0.6D= 28684 lbs Rz= 1464 lbs 1st Story Sliding 19459 lbs RI= 1527 lbs 0.61)= 49864 lbs R2= 15538 lbs ASCE 7-10 Seismic Figure 22-12 thru 22-16 TL= 8 s Ct= 0.2 X= 0.75 EQ 12.8-7 Ta= 2.24 s Area A= 1139.5 ft' Perimeter P= 139 ft Weight Resisted by Roof Diaphragm WR= 28350 lbs Weight Resisted by 2nd Floor Diaphragm W2F= 36412 lbs Weight Resisted by 1st Floor Diaphragm W1F= 18345 lbs Total Weight W= 83107 lbs 12.8.1.1 Calculation of Seismic Response Coefficient C, EQ 12.8-2 Cz1= 0.092 = SDS R/le EQ 12.8-3 and 12.8-4 C52= 0.014 =if Ta<=T1, SDI SDIT1 I Ta{R/lei ' TaJR/lei EQ 12.8-5 0.026 =max(0.044SDSie,0.01) EQ 12.8-6 Cs4= 0.000 =if(SI>=0.6, 0.5SI ,0) R/le k= 1.13 Diaphragm h(ft) w(lbs) wh"k CV Load(lbs) Roof 18.8 28350 777293.3 0.585 898 2nd Floor 10.8 36412 534048.4 0.402 617 1st Floor 1 18345 18345 0.014 21 1329687 1.000 APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA PER18432 201804 Page 8 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 Shear Wall -2nd Floor Wall Stud Specific Gravity 0.42 Adjustment Factor 0.92 Minimum Wall Segment Length: 28 in HWZ= 8 ft Wind Normal to Ridge W= 342 plf Ao ELI Ltot X(ft) Perforated? (ftp) (ft) (ft) Callout A 0 No 1 Built Up Beam B 43 No 1 Built Up Beam C 43 No 21 16 Gage Staple 7/16"Sheathing D 55 Yes 35 19 25 Bd Nail 7/16"Sheathing E 56 Yes 57 30 41.25 8d Nail 7/16"Sheathing Tributary Load Unit Shear Dead Edge (ft) (lbs) (plf) Trib(ft) (in) Chord Plies A 21.5 7353 7353 21.5 B 21.5 7353 7353 21.5 C 0.0 0 0 0.0 6 2x6#1/#2 SPF 2 D 0.0 0 0 0 6 2x6#1/#2 SPF 2 E 0.0 0 0 0 6 2x6#1/#2 SPF 1 Seismic Normal to Ridge W= 21 plf Load Unit Shear Tie-Down Edge (lbs) r Co (plf) (Ibs) (in) A 21.5 449 1.00 1.00 449 B 21.5 449 1.00 1.00 449 C 0.0 0 1.00 1.00 0 0 6 D 0.0 0 0.81 0.78 0 0 6 E 0.0 0 0.81 0.80 0 0 6 Tie-down Chord Max(lbs) Allowed(lbs) Tie-Down lbs A B C 0 15444 OK One Simpson MSTC 40 24"Gap 1985 OK D 0 15444 OK ONE Simpson MSTC78 24"Gap 5860 OK E 0 7722 OK One Simpson CMST14 6490 OK Shear Wall Top Plate Connection to Shear Joist A B C Lapped Sheathing(1)Row @ 6" .131"x 3"Nails 216 plf OK D Simpson SDW22600.22"x 6"at 6"c/c 816 plf OK E 0.131"x 3"Nails @ 3"c/c 524 plf OK Shear Wall Bottom Plate Connection to Shear Joist Shear Uplift A B C Lapped Sheathing(1)Row @ 6" .131"x 3"Nails 216 216 plf OK D Simpson SDW22600.22"x 6"at 6"c/c 816 1264 plf OK E 0.131"x 3"Nails @ 3"c/c 524 196 plf OK OFS/. APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA PER18432 201804 Page 9 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 Roof Diaphragm Design 8d Nail 7/16"Sheathing Adjustment Factor 0.92 - Top Chord Specific Gravity 0.42 Wind Normal to Ridge Boundary W= 342 plf Nail Other Blocking Spacing Panel Segment v(lbs) D(ft) V(plf) (ft) (in) Edges(in) M(ft*lbs) T=C(lbs) A-B 7353 27 277 0 6 6 79046 2983 Seismic Normal to Ridge Boundary W= 21 plf Nail Other Blocking Spacing Panel Segment v(lbs) D(ft) V(plf) (ft) (in) Edges(in) M(ft*lbs) T=C(lbs) A-B 449 27 17 0 6 6 4826 182 0 0 0 Chord Check Chord Force Capacity Required Segment Chord Plies (lbs) (lbs) A-B 2x6#1/#2 SPF 2 7722 2983 OK 2x6#1/#2 SPF 2 7722 0 OK 2x6#1/#2 SPF 2 7722 0 OK 2x6#1/#2 SPF 2 7722 0 OK Capacity Required Segment Chord Splice (lbs) (lbs) A-B 4'lap splice 2 rows.131"x 3"at 3"c/c 3936 2983 OK 2'lap splice 2 rows.131"x 3"at 3"c/c 1837 0 OK 2'lap splice 2 rows.131"x 3"at 3"c/c 1837 0 OK 2'lap splice 2 rows.131"x 3"at S"c/c 1837 0 OK APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA PER18432 201804 Page 10 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 Shear Wall -2nd Floor Wind Parallel to Ridge W= 296 plf Ao ELl Ltot Y(ft) Perforated? (ft) (ft) (ft) Callout K 0 Yes 48 28 42 16 Gage Staple 7/16"Sheathing L 26.5 Yes 64 25 43 16 Gage Staple 7/16"Sheathing M 26.5 No 6.5 8d Nail 7/16"Sheathing N 40.0 No 20.7 8d Nail 7/16"Sheathing O 40 No 10 6d Nail 7/16"Sheathing Tributary Load Unit Shear Dead Edge (ft) (lbs) Of) Trib(ft) (in) Chord Plies K 13.3 3925 154 13 4 2x6#1/#2 SPF 2 L 13.3 3925 179 13 4 2x6#1/#2 SPF 2 M 0.0 0 0 0 6 2x6#1/#2 SPF 2 N 0.0 0 0 0 6 2x6#1/#2 SPF 2 O 0.0 0 0 0 6 2x6#1/#2 SPF 1 Seismic Parallel to Ridge W= 34 plf Tributary Load Unit Shear Tie-Down Edge (ft) (Ibs) r Co Of) (Ibs) (in) K 13.3 449 0.82 0.91 18 140 6 L 13.3 449 0.76 0.88 20 164 6 M 0.0 0 1.00 1.00 0 0 6 N 0.0 0 1.00 1.00 0 0 6 O 0.0 0 1.00 1.00 0 0 6 Max(lbs) Allowed(lbs) Tie-Down lbs K 154 15444 OK One Simpson MSTC 40 24"Gap 1985 OK L 187 15444 OK One Simpson MSTC 40 24"Gap 1985 OK M 0 15444 OK ONE Simpson MST72 24"Gap 6345 OK N 0 15444 OK ONE Simpson MSTC78 24"Gap 5860 OK O 0 7722 OK One Simpson CMST14 6490 OK Shear Wall Plate Top Connection to Shear Joist K Lapped Sheathing(1)Row @ 6" .131"x 3"Nails 216 plf OK L Lapped Sheathing(1)Row @ 6" .131"x 3"Nails 216 plf OK M Simpson SDW22600.22"x 6"at 6"c/c 816 plf OK N Simpson SDW22600.22"x 6"at 6"c/c 816 plf OK O 0.131"x 3"Nails @ 6"c/c 262 plf OK Shear Wall Bottom Plate Connection to Shear Joist Shear Uplift K Lapped Sheathing(1)Row @ 4" .131"x 3"Nails 324 324 plf OK L Lapped Sheathing(1)Row @ 3" .131"x 3"Nails 432 432 plf OK M 0.131"x 3"Nails @ 3"c/c 524 196 plf OK N 0.131"x 3"Nails @ 6"c/c 262 98 plf OK O 0.131"x 3"Nails @ 6"c/c 262 98 plf OK Floor to Floor Connection Max Allowed Wall Normal to Ridge Lapped 7/16"Sheathing with.131"x 2.5"nails 3"c/c 396 428 OK Wall Parallel to Ridge Lapped 7/16"Sheathing with.131"x 2.5"nails 6"c/c 139 214 OK PFS • APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA PER18432 201804 Page 11 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 Roof Diaphragm Design Wind Parallel to Ridge Boundary W= 296 plf Nail Other Blocking Spacing Panel Segment v(lbs) D(ft) V(p If) (ft) (in) Edges(in) M(ft*lbs) T=C(Ibs) K-L 3925 42.0 93 0 6 6 26004 619 Seismic Parallel to Ridge Boundary W= 34 plf Nail Other Blocking Spacing Panel Segment v(Ibs) D(ft) V(plf) (ft) (in) Edges(in) M(ft*Ibs) T=C(Ibs) K-L 449 42 11 0 6 6 2974 71 0 0 0 Chord Check Chord Force Capacity Required Segment Chord Plies (lbs) (Ibs) K-L 2x6#1/#2 SPF 2 7722 619 OK 2x6#1/#2 SPF 2 7722 0 OK 2x6#1/#2 SPF 2 7722 0 OK 2x6#1/#2 SPF 2 7722 0 OK Capacity Required Segment Chord Splice (Ibs) (Ibs) K-L 2'lap splice 2 rows.131"x 3"at 3"c/c 1837 619 OK V lap splice 2 rows.131"x 3"at 3"c/c 1837 0 OK 2'lap splice 2 rows.131"x 3"at 3"c/c 1837 0 OK 2'lap splice 2 rows.131"x 3"at 3"c/c 1837 0 OK APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA PER18432 201804 Page 12 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 Shear Wall - 1st Floor Wall Stud Specific Gravity 0.42 Adjustment Factor 0.92 Minimum Wall Segment Length: 28 in Hwi= 8 ft Wind Normal to Ridge W= 199 plf A" ELS Ltot X(ft) Perforated? (ft2) (ft) (ft) Callout F 0 No 1 Built Up Beam G 43 No 1 Built Up Beam H 43 No 21 10d Nail 19/32"Sheathing 1 55 No 27.5 8d Nail 7/16"Sheathing 1 56 Yes 57 30 41.25 8d Nail 7/16"Sheathing Tributary Load Unit Shear Dead Edge (ft) (lbs) (plf) Trib(ft) (in) Chord Plies F 21.5 11630 11630 21.5 G 21.5 11630 11630 21.5 H 0.0 0 0 0.0 6 2x6#1/#2 SPF 2 1 0.0 0 0 0 6 2x6#1/#2 SPF 1 J 0.0 0 0 0 6 2x6#1/#2 SPF 1 Seismic Normal to Ridge I W= 23 plf Load Unit Shear Tie-Down Edge (Ibs) r Co (plf) (Ibs) (in) F 21.5 949 1.00 1.00 G 21.5 949 1.00 1.00 H 0.0 0 1.00 1.00 0 0 6 1 0.0 0 1.00 1.00 0 0 6 1 0.0 0 0.81 0.80 0 0 6 Tie-down Chord Max(lbs) Allowed(lbs) Tie-Down lbs F G H 0 15444 OK One Simpson MSTCM60 4220 OK 1 0 7722 OK ONE Simpson MSTC78 24"Gap 5860 OK J 0 7722 OK One Simpson CMST14 6490 OK Shear Wall Top Plate Connection to ShearJoist F G H Lapped Sheathing(1)Row @ 4" .131"x 3"Nails 324 plf OK I Simpson SDW22600.22"x 6"at 6"c/c 816 plf OK J 0.131"x 3"Nails @ 3"c/c 524 plf OK Shear Wall Bottom Plate Connection to Shear Joist Shear Uplift F G H Lapped Sheathing(1)Row @ 4" .131"x 3"Nails 324 324 plf OK I Simpson SDW22600.22"x 6"at 6"c/c 816 1264 plf OK J 0.131"x 3"Nails @ 3"c/c 524 196 plf OK P,�V SF APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA PER18432 201804 Page 13 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 2nd Floor Diaphragm Design 10d Nail 19/32"Sheathing Adjustment Factor 0.92 Top Chord Specific Gravity 0.42 Wind Normal to Ridge Boundary W= 199 plf Nail Other Blocking Spacing Panel Segment v(Ibs) D(ft) V(plf) (ft) (in) Edges(in) M(ft*lbs) T=C(lbs) F-G 4277 26.50 161 0 6 6 45977 1735 Seismic Normal to Ridge Boundary W= 34 plf Nail Other Blocking Spacing Panel Segment v(Ibs) D(ft) V(plf) (ft) (in) Edges(in) M(ft*Ibs) T=C(lbs) F-G 728 27 27 0 6 6 7830 295 0 0 0 Chord Check Chord Force Capacity Required Segment Chord Plies (lbs) (lbs) F-G 2x10#1/#2 SPF 2 10989 1735 OK 2x10#1/#2 SPF 2 10989 0 OK 2x10#1/#2 SPF 2 10989 0 OK 2x10#1/#2 SPF 2 10989 0 OK Capacity Required Segment Chord Splice (lbs) (lbs) F-G 2'lap splice 2 rows.131"x 3"at 3"c/c 1837 1735 OK 2'lap splice 2 rows.131"x 3"at 3"c/c 1837 0 OK 2'lap splice 2 rows.131"x 3"at 3"c/c 1837 0 OK 2'lap splice 2 rows.131"x 3"at 3"c/c 1837 0 OK APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA PER18432 201804 Page 14 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 Shear Wall -1st Floor Wind Parallel to Ridge W= 296 plf Ao FL, Ltot Y(ft) Perforated? (ft`) (ft) (ft) Callout P 0 Yes 32 35 42 16 Gage Staple 7/16"Sheathing Q 26.5 Yes 64 29 42 16 Gage Staple 7/16"Sheathing R 26.5 No 47 6d Nail 7/16"Sheathing S 22.0 No 20 6d Nail 7/16"Sheathing T 22 No 20 6d Nail 7/16"Sheathing Tributary Load Unit Shear Dead Edge (ft) (Ibs) (plf) Trib(ft) (in) Chord Plies P 13.3 7850 251 13 3 2x6#1/#2 SPF 2 Q 13.3 7850 342 13 2 2x6#1/#2 SPF 2 R 0.0 0 0 0 6 2x6#1/#2 SPF 1 S 0.0 0 0 0 6 2x6#1/#2 SPF 1 T 0.0 0 0 0 6 2x6#1/#2 SPF 1 Seismic Parallel to Ridge W= 57. plf Tributary Load Unit Shear Tie-Down Edge (ft) (Ibs) r Co (plf) (lbs) (in) P 13.3 1206 0.90 0.89 39 449 6 Q 13.3 1206 0.78 0.79 52 584 6 R 0.0 0 1.00 1.00 0 0 6 S 0.0 0 1.00 1.00 0 0 6 T 0.0 0 1.00 1.00 0 0 6 Max(Ib5) Allowed(lbs) Tie-Down lbs P Soo 15444 OK One Simpson MSTCM40 2420 OK Q 745 15444 OK One Simpson MSTCM40 2420 OK R 0 7722 OK One Simpson HDU1I-SDS2.5 8045 OK S 0 7722 OK ONE Simpson MSTC78 24"Gap 5860 OK T 0 7722 OK One Simpson CMST14 6490 OK Shear Wall Top Plate Connection to ShearJoist P Lapped Sheathing(1)Row @ 4" .131"x 3"Nails 324 plf OK Q Lapped Sheathing(1)Row @ 3" .131"x 3"Nails 432 plf OK R 0.131"x 3"Nails @ 6"c/c 262 plf OK S 0.131"x 3"Nails @ 6"c/c 262 plf OK T 0.131"x 3"Nails @ 6"c/c 262 plf OK Shear Wall Bottom Plate Connection to ShearJoist Shear Uplift P Lapped Sheathing(1)Row @ 2" .131"x 3"Nails 648 648 plf OK Q Lapped Sheathing(2)Rows @ 3" .131"x 3"Nails 864 864 plf OK R 0.131"x 3"Nails @ 6"c/c 262 98 plf OK S 0.131"x 3"Nails @ 6"c/c 262 98 plf OK T 0.131"x 3"Nails @ 6"c/c 262 98 plf OK Band Rail to Sill Connection Max Allowed Wall Normal to Ridge Lapped 7/16"sheathing with.131"x 2.5"nails 2"c/c 595 643 OK Wall Parallel to Ridge Lapped 7/16'Sheathing with.131"x 2.5"nails 4"c/c 226 322 OK V5% APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA PER18432 201804 Page 15 of 16 6/13/2018 P.E.Robbins 1777 State Route 167 Victoria,IL 61485 2nd Floor Diaphragm Design Wind Parallel to Ridge Boundary W= 296 plf Nail Other Blocking Spacing Panel Segment v(lbs) D(ft) V(plf) (ft) (in) Edges(in) M(ft*lbs) T=C(lbs) P-Q 3925 42.0 93 0 6 6 26004 619 Seismic Normal to Ridge Boundary W= 57 plf Nail Other Blocking Spacing Panel Segment v(Ibs) D(ft) V(plf) (ft) (in) Edges(in) M(ft*lbs) T=C(lbs) P-Q 757 42 18 0 6 6 5017 119 0 0 0 Chord Check Chord Force Capacity Required Segment Chord Plies (lbs) (lbs) P-G. 2x10#1/#2 SPF 2 10989 619 OK 2x10#1/#2 SPF 2 10989 0 OK 2x10#1/#2 SPF 2 10989 0 OK 2x10#1/#2 SPF 2 10989 0 OK Capacity Required Segment Chord Splice (lbs) (lbs) P-Q 2'lap splice 2 rows.131"x 3"at 3"c/c 1837 619 OK 2'lap splice 2 rows.131"x 3"at 3"c/c 1837 0 OK V lap splice 2 rows.131"x 3"at 3"c/c 1837 0 OK 2'lap splice 2 rows.131"x 3"at 3"c/c 1837 0 OK APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA PER18432 201804 Page 16 of 16 6/13/2018 a Q r J Q > LL W Wall P oc� ca 146531bs _ ,•^ "_^'.. u', C % APPROVED *7961 lbs w o: 14653 lb O O DATE 7!16/20 PFS CORPORATION L————- *7961 lbs Bloomsburg,PA �/ m as 0 Ud 11378 lbs*: a 11378 lbs*!-" LIVING DINING ROOM oz Z O ¢v Wall 04� wr SOT u� Wall G N 0 w Z oo o -N *3549 lbs OZL zu;o 11378 lbs* o o-w 11378 lbs * I N 2mN FOYER w - ¢ Ow uo w J o w 0 8817 lbs 27227 lbs U�w ----- ZIL>- 27227lbs* ,• 12366 lbs �g -'�Y..e':.w: � ..; :: .:a;•1. ,... •.y. w� 'i,r=r.,t�•...v.»..,,.,.,. w ieu��: .:1...r.,.mra::•..,..l.�nt4_:.b' Lu Wall Q tt o Label Shear Wall Edge(in) Chord Plies Label Shear Wall Edge(in) Chord Plies w w F Built Up Beam P 16 Gage Staple 7/1611 Sheathing 3 2x681/N2SPF 2 LU Tie-Down= Blocked= Yes Tie-Down=:One Simpson MSTCM40 Blocked= Yes Top Plate Connection= Top Plate Connection=!Lapped Sheathing(1)Row @ 411.131"x 3"Nails pF N6� Bottom Plate Connection= Bottom Plate Connection Lapped Sheathing(1)Row @ 2-1.13111 x 3"Nails A, jp o 0 o o �`t' v E'Aoe 9 Q o Label Shear Wall Edge(in) Chord Plies Label Shear Wall Edge(In) Chord Plies �r �� ey U�o G Built Up Beam Q 16 Gage Staple 7/16"Sheathing 2 2x6N1/62SPF 2 * Tie-Down= Blocked= Yes Tie-Down=.One Simpson MSTCM40 Blocked= Yes C, Top Plate Connection= Top Plate Connection=Lapped Sheathing(1)Row @ 311.131"x 3"NailsLu 1h�� o935ab r��" Bottom Plate Connection= Bottom Plate Connection=,Lapped Sheathing(2)Rows @ 3".131"x 3"Nails AAOf[' MNP 6/13/2018 DATE DWG RESERVED FOR PE STAMP a >o Q_ Q_ a LIC n 0 w Wall K �F�ri APPROVED 58 lbs* -/ w 5889 lbs* � _ DATE 7/16/20 5889 lbs* O PFS CORPORATION II I I Bloomsburg,PA # N I LL–=JL--- tz I LAUNDRY I = o O� 4646 lbs* i 4646 lbs*' a� O w --------- WallAazo Boa *3549 lbs Wim= u, a° I &9308 lbs cDzL rvlo 4646 lbs .° I I Shear Joist o w 2 1.5"x 9.25"2.0E LVL s&9308 lbs w�' z z 4646 lbs BEDROOM#1 I I ( ) # I BEDROOM#2 I BEDROOM#3 o w I I &Stud to Shear Joist Connection m¢ o Wall B *Box to Box Connection o I I � I �w 10632 lbs*r I I &9308 lbs ? } k. --- I I ".. .«.,. s s&9308 lbs wWa Wall L *3549 lbs n� r� 0 w uo Label Shear Wall Edge(in) Chord Plies Label Shear Wall Edge(in) Chord Plies o Hwy A Built Up Beam K 16 Gage Staple 7/16"Sheathing 4 2x6 N3/K2 SPi 2 Q Tie-Down= Blocked= Yes Tie-Down=One Simpson MSTC40 24°Gap Blocked= Yes W� Top Plate Connection= Top Plate Connection=tapped Sheathing(1)Row @ 6".131"x 3"Nails �Q��()I E Rpe fp9 p a o Bottom Plate Connection= Bottom Plate Connection=Lapped Sheathing(1)Row @ 4".131"x 3"Nails y giy 03 Label Shear Well Edge(In) Chord Plies Label Shear wall Edge(In) Chord Plies B Built Up Beam L 16 Gage Staple 7/16"Sheathing 4 , 2x6#1/H2 SPF 2 F_ Z_�Tle-Down= Blocked= Yes Tie-Down=One Simpson MSTC4024"Gap Blocked= Yesov15t° �� _jTop Plate Connection= Top Plate connection=Lapped Sheathing(1)Row@ 6" .131"x3"Nails wgDSSI) ~ Bottom Plate Connection= Bottom Plate Connection=Lapped Sheathing(1)Row @ 3".131"x 3"Nails 6/13/2018 DATE DWG RESERVED FOR PE STAMP NOVICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PIKE-ENGINEERED WOOD CONSTRUCTION ANI)/OIC TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PAIN 1265) Local Authority having jarrisdiction logo: TO:Name of Authority havingjurisdiction: OWNER OF PROPERTY Naglieri aJRMT PROPERTY(ADDRESS AND TAX MAP NUM BER): 9955 Sound View Avenue, Southold, NY 11971 PLEASETAKE NOl10ETHATTHE(CHS ALLTHATAPPLY): 0 New Residential Structure ❑ Addition to )asting Residential Structure ❑ Rehabilitation to Existing Pesidential Structure TO BEOONSTRUCTED OR PERMED ATTHESJRMT PROPERTY PEFERENCEABOVE W I LL U-flUZE (check each applicable line): 0 Truss Type Construction(TT) ❑ Pre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) IN THE FOUDWING LOCA-10N(S) (CHEC KAPPUCABLE UNQ: ❑ Roor Framing, Including Girders and Beams(F) Q Roof Framing(R) ❑ Roor Framing and Roof Framing(R:0 SIGNATURE DATE PRINT NAM E CAPACITY(Check One): ❑ Owner ❑ Owner®Representative p��i APPROVED DATE 7/16/20 PFS CORPORATION Bloomsburg, PA P IESI InEd IMES Evaluation Report Bloomsburg, PA ESR-1405 Reissued December 2019 Revised February 2020 This report is subject to renewal December 2021. www.icc-ess.org 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the Intemational Code Council® DIVISION:06 00 00—WOOD,PLASTICS AND in floors of residential construction. The standard is COMPOSITES promulgated by APA—The Engineered Wood Association. Section:0617 33—Wood Hoists The standard complies with the requirements of the codes specifically referenced in Section 1.0 of this report,and with REPORT HOLDER: ASTM D5055 and the ICC-ES Acceptance Criteria for Prefabricated Wood Hoists(AC14).PRI-00 also complies APA—THE ENGINEERED WOOD ASSOCIATION with the code sections referenced in Section 2.0 of this EVALUATION SUBJECT: report. 3.2 Materials: PERFORMANCE RATED 11-JOISTS 3.21 Flanges:The flanges are sawn lumber or structural composite lumber (SCL), with both flanges having a ADDITIONAL USTEES: minimum net width and thickness of 11/2 inches(38 mm), except the minimum flange thickness can be 1-she inches EACOM TIMBER CORPORATION (33.3 mm)for structural composite lumber. The structural IB EWP,INC. composite lumber used as flanges are recognized in an ICC-ES evaluation report issued to the manufacturer of the structural composite lumber, or are recognized in the NORDIC STRUCTURES )CC-ES evaluation report issued to the(joist manufacturer. The structural composite lumber has a minimum equivalent ROSEBURG FOREST PRODUCTS specific gravity of 0.42, as it relates to fastener capacity. Sawn lumber flanges have a minimum specific gravity STARK TRUSS COMPANY,INC. of 0.42. The top flange is the same size, type, grade and 1.0 EVALUATION SCOPE species as tho bottom tiange_ 3.2.2 Webs: The webs have a minimum thickness of Compliance with the following codes: 3/e inch (9.5 mm) and are Exposure 1, exterior-grade, ■ 2018,2015,2012 and 2009 international Building Code° plywood or oriented strand board panels, and comply with (IBC) DOC PS-1 or DOC PS-2. ■ 2018, 2015, 2012 and 2009 Intemational Residential 3.2.3 Adhesive:The webs are adhered to the flanges with Codem(IRC) ' exterior-type adhesive complying with ASTM D2559 and Properties evaluated: Section 5.4.3 of ASTM D5055. ■ Structural 4.0 DESIGN AND'INSTALLATION ■ Fire resistance 4.1 Design: 2.0 USES Designed installations of the Ijoists must be based on the allowable design properties in Table 1. Holes in webs of The prefabricated wood ijoists described in this report are joists must comply with Figure 1 and Table 2. Where used as floor joists, roof rafters and blocking to support required by Table 1 and the notes to Figure 2,web stiffeners code-required loads_The wood Hoists comply with Section at joist supports must comply with Figure 2. 2303.1.2 of the IBC;and Section R50ZI.2 of the 2018 and 2015 IRC, Section R802.1.8 of the 2018 IRC,and Section 4.2 Installation: R502.1.4 of the 2012 and 2009 IRC, for allowable stress design. 4.2.1 General:(joists produced by manufacturers listed in designthis report,or those complying with the requirements of PRI- 3.0 DESCRIPTION 400 and recognized in a separate ICC-ES evaluation report 3.1 General: issued to the (-joist manufacturer, must be installed in accordance with this report.The separate evaluation report The prefabricated wood 1-joists described in this report issued to the !joist manufacturer must indicate the comply with the"PRI-400 Perfornance Standard for APA Hoists have been evaluated for compliance with this report, EWS Hoists,"dated April 2012,for the performance rating and that they are to be installed in accordance with this of refabhcated;-- erformance-rated-foists-PRI--used evaluation - - - - - P P -! ( ) report and the separate report. I('('-!1S Lba(uanon!tenors are nor a+be n+nxrnteJas•represrming acnheacc or anp oJrer urMbr rec nor spec•I(+calh•addreeseJ.nor are they to be ronsrrned 00 as an enJnrcenrenr t{(rin.euhjec•t r jibe report or a recommendation for Its tt.1'e.T berg i3 no Mantany bt'I(Y,Iel'alaatinn SPI'1'tGY,LL(',rpress or tntpllG�QS trr any finding,or other morter in drtc report,tar as to any ptoduc•t Crnr red b}'the re/wrl. � m awx Copyright®2020[CC Evaluation Service,LLC.All rights reserved. Page I or 12 ESR-1405 j Most Widely Accepted and Trusted Page 2 of 13 The Hoist properties in this evaluation report are based on tongue-and-groove APA wood structural panels (exposure 1-joists,installed such that the in-service moisture content of 1 or exterior-grade),conforming to DOC PS-1 or PS-2,or an the joists does not exceed 16 percent ICC-ES evaluation report, with Hoists spaced up to The compression flange of the joists must have 24 inches(610 mm)on center,and a ceiling of two layers of continuous lateral support In single-span, simply- /2-inch-thick(12.7 mm),Type C gypsum board[two layers supported conditions, they compressionflangeis the oof 5/e-inch-thick(15.9 mm), Type X gypsum board must be flange of the joist, and lateral support is range i provided used for installations using Hoists flanges smaller than 11/2 by the floor sheathing attached to the top flange. Lateral by lila inches(38 by 44.5 mm)]applied to the bottom chord. support for the Hoist bottom flange must be provided at Minimum flange dimensions of the Hoists are 15hs inches interior supports of multiple-span joists, and the support by 1112 inches(33 mm by 38 mm). adjacent to the unsupported end of cantilevered joists. The floor sheathing must be installed in accordance with The ends of joists must be restrained to prevent rollover. code requirements or with applicable ICC-ES evaluation This restraint is normally provided by diaphragm sheathing reports,with all butt joints located on framing members. attached to the top flange and to an end wall or a shear- The first layer of gypsum board must be attached with transfer panel capable of transferring a force of 50 pounds 1.944rich-long (41.3 mm), Type W screws spaced up to per foot (730 N/m). Blocking with equivalent strength is 12 inches(305 mm)on center.The second layer of gypsum permitted to be used. board must be installed with the joints staggered from the first layer and must be fastened with 2-inch-long(51 mm) Concentrated loads in excess of 1,500 pounds(6672 N), applied to the top flange of the Hoist require installation of 1214 inches (57 mm) long for /winch (15.9 mm) gypsum web stiffeners in accordance with Figure 2,except the gap ��]' Type W screws spaced in to 12 inches (305 mm) must be at the bottom flange. Blocking or squash blocks on center in the field and up to 8 inches the (38 on center must be installed where concentrated loads occur at I joist at the buttj (44. Type l screws, -in inches(38mm)gypsum long supports. [1 /a inches(44.5 mm)long for /e-inch(15.9 mm)gypsum board],must be spaced up to 8 inches(203 mm)on center Spacing for nails installed in sawn lumber flanges of and up to 6 inches(152 mm)each side of the butt joint The Hoists must be sufficient to prevent splitting of the wood, second layer must be finished with joint tape and compound. Allowable loads for nails in solid-sawn-lumber flanges Resilient channels are permitted to be used as part of the must be in accordance with the allowable loads specified ceiling attachment system,provided they are spaced up to in the applicable code for spruce-pine-fir with a specific 16 inches(406 mm)on center. The resilient channels are gravity of 0.42. permitted to be spaced up to 24 inches(610 mm)on center, Spacing for nails installed in SCL flanges of joists must be if Hoists are spaced up to 16 inches(406 mm)on center. sufficient to prevent splitting of the wood. Allowable loads The channels are fastened perpendicular to joists with for nails installed in SCL flanges must be in accordance with 1-inch-long (25.4 mm), case-hardened-steel, 0.15-inch- those in the applicable code for solid-sawn lumber with a diameter-shank (0.38 mm), self-drilling, self-tapping, specific gravity of 0.42. Fastener type and fastener Phillips-head screws. The ceiling must be attached to the penetration into the top flange of the (joist, for fasteners resilient channels as described above, except 1-inch attaching subfloor sheathing or combination (25.4 mm),Type S screws and 1518Anch(41.3 mm),Type S subfloor/underlayment to the (joist, must comply with the screws must be used for the first and second layers, requirements of the applicable code.For engineered design, respectively,spaced at up to 12 inches(305 mm)on center. the designer must specify the proper Hoist designation and When used as a roof-ceiling assembly, the decking is flange configuration to match the calculation assumptions. permitted to be any wood deck specified in the code, and 4.2.2 One-hour Fire-resistive FloorLcelling Assemblies: the (joist spacing is permitted to exceed 24 inches (joists produced by manufacturers listed in this report, (610 mm) on center. However, when the I joist spacing or complying with the requirements of PRI-400 and exceeds 24 inches (610 mm), the ceiling attachment recognized in a separate ICC-ES evaluation report issued system,including the resilient channels,must be applied to to the I-joist manufacturer,may be used as wood structural stripping spaced up to 24 inches(610 mm)on center.The framing members in one-hour fire-resistive floor-ceiling attachment to the stripping is similar to the previously assemblies when the assemblies are constructed in described attachment to the joists. The stripping must be accordance with Sections 4.2.2.1 through 4.2.2.5 of this either nominal 2-by-4-inch, construction-grade Douglas fir report, lumber[for spans of up to 5 feet(1524 mm)]attached to the bottom chord with two 10d box nails, or material and 4.2.2.1 Assembly 1:The assembly must be as described attachment of equivalent strength. in Figure 3. 4.2.2.4 Assembly 4: The assembly must be as described 4.2.2.2 Assembly 2:The 1-joists are permitted to be used in Figure 4. in lieu of the wood joists or trusses in the one-hour floor- 4.2.2.5 Other Fire-resistive Assemblies: The 1-joists ceiling assemblies described in ICC-ES evaluation report described in this report may be used in the assemblies ESR-1338,and described in item 21-1.1 of 2018,2015 and described in 2018, 2015 and 2012 IBC Table 721.1(3)and 2012 IBC CfTabl dimensions o200 joists are 1.5 2aches 2009 IBC Table 720.1(3), Item Numbers 23-1.1 through (38 mm)for width and 15/,s inches (33 mm)for thickness. 28.1.1,and Item Number Provided the Hoists used meet meet (2018 and 2015 IBC onlye The thickness of wood structural panels for the floor must the criteria described in the not be less than 1/2 inch (12.7 mm),nor less than required table's "Floor or Roof Construction' column. For the by the applicable code, purposes of the minimum flange area requirement of 2.3 square inches (1480 mm2) in Item Number 23-1.1, a 4.2.2.3 Assembly 3: The assembly must consist of a 11/z-by-1'/24nch(36 mm by 38 mm)flange having a cross- single-layer floor of minimum 34-inch (19.1 mm) tongue- sectional area of 2.25 square inches (1450 mm2)may be and-groove plywood, or minimum 23/37-inch (1B.3 mm) considered sufficient. ESR-1405 I Most Widely Accepted and Trusted Page 30113 4.3 Fire Protection of Floors: 7.0 IDENTIFICATION The I joists described in this report, when installed and 7.1 The I joists must be identified by a stamp indicating the protected as specified in Figure 5, meet the provisions of product designation, the evaluation report number 201B and 2015 IRC Section R302.13 and 2012 IRC Section (ESR-1405), the manufacturer's name, and the name R501.3.The(joists described in this report,when installed and logo of the inspection agency(ICC-ES and APA— and protected as specified in Figures 6 through 10, are The Engineered Wood Association). alternatives to the 2-by-10 dimensional lumber prescribed in 2018 and 2015 IRC Section R302.13 and 2012 IRC Section 7.2 The report holder's contact information is the following: R501.3 Exception 4, and have met the requirements for a APA—THE ENGINEERED WOOD ASSOCIATION floor assembly demonstrating equivalent floor performance. 7011 SOUTH 19TH STREET 5.0 CONDITIONS OF USE TACOMA,WASHINGTON 98466 (253)565-6600 The Performance Rated Ijoists described in this report www.anawood.orro comply with,or are a suitable altemative to what is specified heloibaoawood.orw in,those codes listed in Section 1.0 of this report,subject to the following conditions: 7.3 The additional listees' contact information is the 5.1 The I joists must be produced by a manufacturer listed following: in this report or must be evaluated in a current ICG-ES EACOM TIMBER CORPORATION evaluation report issued to the I joist manufacturer. 1195 PEOPLES ROAD 5.2 The design and installation must comply with this SAULT STE.MARIE,ONTARIO P6C 3WT report and the wood design provisions noted in the CANADA applicable edition of the National Design Specification* for Wood Construction (NDS) referenced in the IB EWP,INC. applicable code. 480 JOCELYN-BASTILLE POHENEGAMOOK,QUEBEC GOL 1.10 5.3 Drawings and design calculations demonstrating CANADA compliance with this report must be submitted to the building official.The drawings and calculations must be NORDIC STRUCTURES prepared by a registered design professional where 1100 DE LA GAUCHETIERE STREET WEST, required by the statutes of the jurisdiction in which the SURE 504 project is to be constructed. MONTREAL,QUEBEC H3B 2S2 5.4 No cutting of(joist flanges is permitted. CANADA 5.5 The 1-joists must be produced at the manufacturing ROSEBURG FOREST PRODUCTS plants noted In Table 3, under a quality-control POST OFFICE BOX 1088 program with inspections by ICC-ES and APA—The ROSEBURG,OREGON 97470 Engineered Wood Association(AA-649). 6.0 EVIDENCE SUBMITTED STARK TRUSS COMPANY,INC. 6.1 PRI-400 Performance Standard for APA–EWS 6865 CHESTNUT RIDGE ROAD NW (joists,datedApri12012. BEACH CITY,OHI044SOB 6.2 Data verifying compliance with the ICC-ES Acceptance Criteria for Prefabricated Wood (joists(AC14), dated October 2017(Editorially revised May 2018). 6.3 Vertical uniform load transfer data in accordance with Section 3.2 of the ICC-ES Acceptance Criteria for Rim Board Products (AC124), dated October 2016 (Editorially revised March 2018). 6.4 Reports of fire tests conducted in accordance with ASTM E119. ESR-1405 I Most Widely Accepted and Trusted Page 4 of 13 TABLE 1--DESIGN PROPERTIES FOR APA EWS PERFORMANCE-RATED I-JOISTS' R<«(Ibf) DEPTH JOIST xST �l®g MIP) Vrµ� 3 End Reacf(onm VLCm K19) (In) SERIES 0bf4n2) (lbf--ftp (Ibf) I termediate 1 t,"Baarin 4"Bearing (lb") Z1V Web Stiffeners? (Ibf) No I Yes No Yes PRI-20 132 2,520 1,120 1,700 830 830 1,120 1,120 2,000 4.94 PRI-30 159 3,225 1,120 1,905 945 945 1,120 1,120 2,000 4.94 9112 PRI-40 184 2,735 1,120 2,160 1,080 1,080 1,120 1,120 2,000 4.94 PRI-50 166 3,600 1,120 2,040 1,015 1,015 1,120 1,120 2,000 4.94 PRI-60 219 3.780 11120 2.160 1,08D 1.080 1.120 1,12D 2.000 4.94 PRI-20 225 3,265 1,420 1,700 830 830 1,420 1,420 2,000 6.18 PRI-30 271 4,170 1,420 11905 945 945 1,420 1,420 2,000 6.18 PRI-40 313 3,545 1,420 2,500 1,200 1,200 1,420 1,420 2,000 6.18 11rte" PRI-50 316 4,915 1,420 2,040 1,015 1,D15 1,420 1,420 2,000 6.18 PRI-60 371 4,900 1,420 2,500 1,200 1,200 1,420 1,420 2,DD0 6.18 PRI-70 416 6,595 1,420 2,335 1,160 1,160 1,420 1,420 2,000 6.18 PRI-80 518 6,940 1,420 2,760 1,280 1,280 1,420 1,420 2,000 6.18 PRI-90 571 8,770 1,925 3.355 .1 400 1.400 1.885 1.925 2,000 6.16 PRI-40 459 4,270 1,710 2,500 1,200 1,200 11550 1,710 2,000 7.28 PRI-50 463 5,860 1,710 2,040 1,015 1,015 1,550 1,710 2,000 7.28 14" PRI-60 544 5,895 1,710 2,500 1,200 1,200 1,550 1,710 2,000 7.28 PRI-70 609 7,865 1,710 2,335 1,160 1,160 1,550 1,710 2000, 728 PRI-80 756 8,360 1,710 3,020 1,280 1,280 1,550 1,710 2000, 7.28 PRI-90 832 10.46D 1 2,125 3.355 1,400 1,400 1.885 2,125 2 000 7.28 PRI-40 625 4,950 1,970 2,500 1,200 1,200 1,550 1,970 2,000 8.32 PRI-50 630 6,715 1,970 2,040 1,015 1,015 1,550 1,970 2,000 8.32 16" PRI-60 739 6,835 1,970 2,500 1,200 1,200 1,550 1,970 2,000 8.32 PRI-70 826 9,010 1,970 2,335 1,160 1,160 1,550 1,970 2,000 8.32 PRI-8D 1,024 9,690 1,970 3,020 1,280 1,260 1,550 1,970 2,000 8.32 PRI-90 1.126. 11,985 2,330 3,355 1.400 r 1 4DD 1 665 2 330 2 000 6.32 For SI:1 ft=305 mm;1 inch=25.4 mm;1 Ibf=4.448 N. 'The tabulated values are design values for normal duration of load(10 yews). All values,except for EI.VLC and K,are permitted to be adjusted for other load durations in accordance with the NDS. The VLC values must be decreased for permanent loads per the NDS,but are not permitted to be increased for shorter durations. 2Reference design bending stiffness(EI)of the(joist 'The reference design moment(Mr)of the I-joist must not be increased by any repetitive member use factor. Reference design shear(Vr)of the(joist, 3The reference design reactions(PQ.after being adjusted by the load duration factor,Co,must meet the following requirement Rr(Ca) 5 F.-(Ch)(N g)(L-wc) Where: FL= Reference compression design value perpendicular to grain(Ibf&2).Use the lesser of the Fa for the(joist flange(refer to.manufacturer)or the Fa for the supporting member. Ch = Bearing area factor as defined in Section 3.10.4 of the NDS,if applicable. bwo= Bearing width of the(joist(in).Typically equal to the flange width minus 0.15 inch edge easing(refer to manufacturer). Lw,= Bearing length of the 1-joist(in). sintermediate reaction design values are based on a minimum bearing length of 3112 inches,without web stiffeners. 'interpolation of end reaction design values between tabulated bearing lengths is permitted,with or without bearing stiffeners. °Vertical load capacity(VLC),for transfer of vertical uniform loads when t joists are used as continuously-supported blocking. Deflection calculations must account for shear deformation,using the tabulated reference shear stiffness coefficient(K).For example, deflections of Hoists under uniform load or center-paint load in simple-span applications are calculated as follows: Uniform Load: 6= Sao +of, Center-Point Load: �` P2' +2PP 384 EI' K' 48EP K' Where: S = Calculated deflection at center span(inches), P = Design span(inches) EI'= Bending stiffness,adjusted per NDS Section 7.3(ibf-in2). a) = Uniform load(Ibffin). K' = Shear stiffness coefficient,adjusted per NDS Section 7.3(Ibf). P = Center point load(Ibf). ESR-1405 1 Most Widely Accepted and Trusted Page 5 of 13 Rules for cutting holes in the webs of PRI Joists: 1. The distance between the inside edge of the support and the centerline of any hole must be in compliance with the requirements of Table 2. 2. I joist top and bottom flanges must NEVER be cut,notched,or otherwise modified, 3. Whenever possible,field-cut holes should be centered vertically along the depth of the web. 4. The maximum size hole that can be cut into an I-Joist web must equal the dear distance between the flanges of the Ijoist minus 44 inch.A minimum of 1/8 inch should always be maintained between the top or bottom of the hole and the adjacent I joist flange. 5. The sides of square holes or longest sides of rectangular holes must not exceed three fourths of the diameter of the maximum round hole permitted at that location. 6. Where more than one hole is necessary,the distance between adjacent hole edges must exceed twice the diameter of the largest round hole or twice the size of the largest square hole(or twice the length of the longest side of the longest rectangular hole)and each hole must be sized and located in compliance with the requirements of Table 2. 7. Knockouts may be utifred anywhere they occur,and may be ignored for purposes of calculating minimum distances between holes. R. A maximum 1'l Ancfr-diameter hole can be placed anywhere in the wob(including along cantilevered apana)provided that it meets the requirements of 6 above. -9. Except for factory knockouts and-maximum 1%winch4ameter holes(see note 8 above),the near edge of web holes must be at least 6 inches away from the nearest edge of a reaction(measured horizontally along the I-joist). 10. Ali holes must be cut in a workman-Eke manner in accordance with the restrictions listed above and as illustrated in Figure 1. 11. Limit 3 maximum size holes per span. 12. A group of round holes at approximately the same location is permitted if they meet the requirements for a single round hole circumscribed around them. Mini)Tgr�d-isfance fr6m.face of sulipoA6 the center- hole,56e Table,2; See Bute 12 i 2x ilicrnetbr of larger hole Kncckovts are prescored holes often provldad by L joist manufacturers forlhe.contractor.`s coNenience to install electrical or small plumbing lines.They or'e'1ypically I-318:to I,3/d.inthes in diametei._And are spaced 1416 24:inches on center along the length of the I-ioist.{*here possible,it is preierable.to use knockoufs instead of field-cutting holes. FIGURE 1—TYPICAL HOLES ESR-1406 I Most Widely Accepted and Trusted Page 6 of 13 TABLE 2—LOCATION OF CIRCULAR HOLES IN PRI JOIST WEBS,SIMPLE OR MULTIPLE SPAN FOR DEAD LOADS UP TO 10 PSF AND LIVE LOADS UP TO 40 PSr.2.3,4$ MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO CENTER OF HOLE(It"In.) JOISDEPTH JOIST SAF Round Hole DPameter Qn) SERIES (in) 2 3 4 6 6 6% 7 8 8% 9 10 10314 11 12 12114 PRI-20 13'-1" 0'-7" 0'-11` 2'-2" 3'-0" 5'-0" 51S" PRIED 13'-9" 0-9" 2'-0" T-3- 4'-7" 6'-1" v.6- 9112" PRI-4D 14'-4" 0-T' 1-8" T-0" 4'-4" 5'-9" 6'-3" PRI-50 14'-5" 1'-1" 2'-4" 3'-8" 5'-0" 61-6" 6'-11" PRI-60 15'-0" 1'-7" 2'-10" 4'-2" 5'-7" r-I" T-6" PRI-20 13'-5" 0'-7" 01-@" 0'-8" 0'-9" 1'-11" 2'4" 3'-7" 51-6" T-0" PRI-30 15'-9" 0-T' 0'4r 0'-6" 1-9" T-4" 3'-9" 5'-0" 6'-10" 8-0" PRI-00 18'-7" 0'-7" V-8" 1'-2" 2'S" T-9" 4'-1" 5'-1" 6'-8" 7-11" 1'/a" PRI-50 16'-1" 0'-T' 0'-8" 0-t 1" 2'S" 4'-1" 4'-6" 5'-9" 7-7- SAD" 1 PRt-6D 1T-10" D'-7" 1'-9" I 3'-0" 4-4" 5'-9" 6=1" T-2" 8-9" PPJ-70 18'S- 0'-7" V-2" 2'-5" T-9' V-2' 5-7" 8=11" 8'-10" 10--1- PRI-80 19'-7, 1-8" 3-0" 4'-3" 5'-T T-1" TS" 8-7" 10'-2" 11.4, PRI-90 20-2" 0'-7" 01-8' 1'-1" 2'-9" 4'-S" 5-0" 8=5" 81-5" 9'-9" PRI-40 18-0" 0-7" 0'-8" 0'-8" 0'-9" 1'-10" 2.4- 3-2" 4-7" 5'-5" 6.4r T-7" 9-4- PRI-50 18'-1" w-T 0-8' 0'-8" 0'-9 0'-9" 1-0" 2'S" 4'-4" T-T' 6'.5" 8=7" 10--5- 14" PRI-60 19'-0" 0"-7" OS" I 0'-8" V-7" 2'-10' 3'-3" 4'-6" 6'-3" T-4" 8'-1" 10'-0" 11--g- PRI-70 16'-6" 0-7" 0-8- 0"-8" 0'-11" 2'-6" 2'-11" 4'-2" 6'-11" 7'-0" T-10" 10'-1" 12'-0" PRl40 22'-2" 0-T 11-9" T-0" 4'-4" 5'-8" 6=1" 7'-1" 8'-7' 9'-T' 10'-3" 11'-11" 13'-5' PRI-9D 22'-10" 0-T' 0-8" 0.8" 2'-1" 3'4r 4-1" 5'-4" T-1" 8'-3" 9'-0" 11'-0- 121-7- PRI-40 19'-8" 0-T' 0'-8" 0'-8" 0'-9" 0'-9" 0'-10" 1'S" 2'-9" 3'-T' 4'-1" 5'-6" W-7- 7•-0" 8'_9„ 10'-9" PR"D 16'-1" 0-7" 0'-8" 0'-8" 0'-9" 0-9" V-10' 01-10" 0-10" 1-9" 2'-6" 4'-W 6'4-" 6=7" PRIED 19'-9' 0'-7" 0'-8" 0'-8" 0-9„ D'-9" 0'-10" VAT 3-6" 4'-6 5-2" 6'-11" 8'6" 9-1" 11'-5" 13'-4" 16' PRI-70 1@'S" 0'-T' D'-8' 0-8" 0'-9" 0-9" 0'-10" 1-0" 2-11" 4'-1" 4'-10" 6-11" 81-7' 9-1" 11'-6" 13'-5" PRI-80 MAI" 0-7" 0'-0" 0'-8" 1'-T 2'-t1" 3'S" 4'6" 6'-2" T 3" T-11" 9'-9" 1V-3' 11'-9" 13'-11" 15'-7" PRI-90 253° 0-7° 0'8" 0-8" D'-1D" T-1" @'-t0" 10'-2' 10'$" 12'-11" 14-10" For SI:1 It=305 mm;1 inch=25.4 mm. 'Tabulated values apply where 1-joists are spaced 24 inches on center or less. zHole location distance is measured from inside face of supports to center of hole. 'Distances in this chart are based on uniformly loaded joists. `Tabulated values are based on the allowable spans given in PRI-400,which assume the(joists act compositely with glued and nailed floor sheathing(See APA PRI-400).For multiple-span applications,the lengths of end spans must be at least 40%of the adjacent span length. 5Joists with web hole locations and/or sizes that fall outside of the scope of this table must be analyzed based on the actual hole size,joist spacing,span and loading conditions.The I-joist shear capacity at the location of a circular web hole,Vd„is calculated using the following equation:Vd,=Published Shear Value x[(Joist Depth—Hole Diameter)/Joist Depth]. 6SAF=Span Adjustment Factor,used as defined below. OPTIONAL: Table 2 is based on the I joists being used at their maximum span.If the ljoists are placed at less than their full allowable span,the minimum distance from the centerline of the hole to the face of any support(D)as given above may be reduced as follows: Dr"oma=AF-D Where: DRd.,d = Distance from the inside face of any support to center of hole,reduced for less-than-maximum span applications (ft).The reduced distance must not be less than 6 inches from the face of support to edge of the hole. L,a"al = The actual measured span distance between the inside faces of supports(ft). SAF = Span Adjustment Factor given in Table 2. D = The minimum distance from the inside face of any support to center of hole from Table 2 above. if SAF Is greater than 1,use 1 in the above calculation for ESR-1406 I Most Widely Accepted and Trusted Page 7 of 13 Requirements for web stiffeners: 1. Wood Structural Panel web stiffeners must be placed on each side of the i-joist web at: a) Hangers with side nailing b) Hangers with a side,which do not support top flanges of(joist. c) Locations where concentrated loads in excess of 1,500 pounds are applied to the top flange of the I joist between supports,or in the case of cantilever,anywhere between the cantilever tip and the support- d) At exterior suppods in enginwied applications where concentrated loads cause exterior reaction loads to exceed 1,550 pounds. 2. Web stiffeners must be made of Utility grade SPF(south)or better for lumber and/or Sheathing grade or better for wood structural panels. CON I= FP1©::BEAittf�G fl(a+3gawjilN* fionge. dth I#oarls4fCe11ei). (Beorin94tiffene!j. f}ipni9titlolrt C�incli is + . 3 l$il nit + , Na�op •. GOP--/ ml hf:lgir r Mfor web. Nc Gop' regoiYtinents FIGURE 2—PRI IJOIST WEB STIFFENER CONSTRUCTION DETAILS Web stiffener size required IJOIST FLANGE WIDTH WEB STIFFENER SIZE REQUIRED ON EACH SIDE OF WEB 11!215 15132"x 251,6"minimum width "!u"x 25!18"minimum width 251,6" 1"x 25!16"minimum width 21/2" 1"x 251,6"minimum width 31/2" 1112'x 25/,6"minimum width For SI:1 inch=25.4 mm. TABLE 3—MANUFACTURERS AND THEIR LOCATIONS MANUFACTURER LOCATION EACOM Timber Corporation 1195 Peoples Road,Sault Ste.Marie,Ontario P6C 3W7,Canada IB EWP,Inc. 480,Rue.Jocelyn-Bastille,CP 10,Pohenegamook,Quebec GOL 110.Canada Nordic Structures 521,Chemin Merrill,C.P.215,Chibougamau,Quebec G8P 2K7,Canada Roseburg Forest Products 4500 Riddle By-Pass Road,Riddle,Oregon 97469 Stark Truss Company,Inc. 6855 Chestnut Ridge Road NW,Beach City,OH 44608 ESR-1405 Most Widely Accepted and Trusted Page 8 of 13 - " r .omm -_° 8 FIGURE 3—ONE-HOUR FIRE-RESISTANCE-RATED FLOOR-CEILING ASSEMBLY(Ceiling—one layer of/,-Inch or alrinch gypsum wallboard,attached to furring channels spaced 24 inches on center) 1. Single Floor–APA Rated Sturd-I-Floor wood structural panels(Exposure 1 or Exterior)with tongue-and-groove edges and conforming to APA Standard PRP-108,PS 1 or PS2,with thickness,span rating and fastening in accordance with code requirements or ICC-ES evaluation reports(minimum 23/3£4nch nominal thickness).Installed with long dimension of panel(strength axis)or fats;grain of plywood perpendicular to joists with end joints staggered.The panels must be nailed in addition to being glued to framing with construction adhesive conforming to ASTM D3498(APA Specification AFG-01).The construction adhesive must be applied to the top flanges of(joists and perimeter framing using a nominal'/4-inch diameter bead of adhesive,with double beads applied where panel end joints butt A nominal'/44nch diameter bead of adhesive also is applied in the groove of tongue-and-groove edges of panels before joining panels together. 2. Finish Flooring–Approved lightweight concrete floor topping(1'/2 inches)or proprietary gypsum concrete floor topping optional over single floor, installed in accordance with an ICC-ES Evaluation Report..Minimum thickness of gypsum concrete topping is 3/4 inch with (joists spaced maximum 19.2 inches on center,or 1 inch with(joists spaced 24 Inches on center. 3. Wood Structural Members–Minimum 91lz4nch deep wood Hoists spaced maximum of 24 inches on center,installed in accordance with requirements of this report.Top and bottom flanges,minimum size 1'/z-inch x 2'/2-inch LVL or 1'/24nch x 21/24nch lumber,minimum web thickness 31a inch.Minimum 2 inches bearing on supports.Holes may be cut in web of Hoist as permitted by this report. 4. Insulation–1-inch-thick unfaced mineral wool batt insulation(minimum 6 pounds per cubic foot density)must be placed under the bottom flange of Hoists and supported on furring channels.Edges of the insulation batts must be tightly buffed against the furring channel support dips and adjoining insulation batts,and ends must be located over furring channels. 5. Furring Channels–Inverted hat-type channels,T/a4nch deep x 25fff4nches wide,formed of minimum 0.0214nch thick(25 gage)galvanized steel.Channels must be installed perpendicular to(joists in continuous rows spaced 24 inches on center.Channels must be attached to the bottom flange of each[-joist with one support dip(Simpson Strong-Tie Co.Type CSC)at each crossing.Support dips must be nailed to I•joist flange with one 11 gage(0.12054nch diameter)x 1'/24nch nag.At locations of end joints of gypsum wallboard,install double row of channels,centered 11/2 inches from panel ends.Ends of channel must extend a minimum of 6 inches beyond the edge joint of adjoining panels.Channel splices must be centered under the(joists and overlapped a minimum of 6 Indies,and bed together with double strand of No.18 SWG galvanized steel wive near each end of overlap. 6. Wallboard,Gypsum–Approved h/z-inch or IIs-inch proprietary Type X gypsum wallboard,48 inches wide,installed perpendicular to furring channels(parallel to(-joists)with end joints continuous or staggered.Fasten to furring channels with 1-inch or 14a-inch Type S drywall screws spaced 12 inches on center.Drywall screws must be driven so that they are flush with the face and do not damage the core of the wallboard,and must be located 1'/2 inches from panel ends and a maximum of 6 inches from panel edges.The wallboard must be: • National Gypsum Firs-Shield Type C gypsum wallboard, • U.S.Gypsum Fire Code C gypsum wallboard. 7. Finishing System(not shown)–Exposed face layer joints must be covered with tape and joint compound,and screw heads must be covered with joint compound. ESR-1405 I Most WidelyAccepted and Trusted Page 9 of 13 Hoon dheolhing Resilient channels Gypsum _ _ wd1.1i�grd Insuk*n _ I hovels FIGURE 4—ONE-HOUR FIRE-RESISTANCE-RATED FLOOR-CEILING ASSEMBLY (Ceiling—one layer of 3144nch Type X gypsum wallboard) For SI:1 inch=25.4 mm A. BASIC ASSEMBLIES 1) Floor Topping(Optional):Varies(reference sound ratings if applicable). 2) Floor Sheathing:Min.1/,=inch T4G Wood Structural Panel.A construction adhesive must be applied to the top of the joists prior to placing sheathing.The sheets shall be installed with their long edge perpendicular to the joists with end joints centered over the top flange of joists.Floor sheathing must be installed per code requirements. 3) Insulation:Min.31/=4nch Fiber Glass Insulation(R13).installed adjacent to the bottom flange of the Hoist and supported by the resilient channels. 4) Structural Members:Min.91R-inch Deep Woists.Max.24 inches on center spacing.Min.flange thickness of 1112 inches and each lange area of at least 3.75 inc hes2.Min.web thickness of 3/e inch. 5) Resilient Channels:Min.Q.019-inch Galvanized Resilient Channels.Attached perpendicular to the bottom flange of the(joist with 1114- inch Type W drywall screws.Channels are spaced a max.of 16 inches on center,are doubled at each wallboard end joint,and extend to the next joist beyond each joinL 6) Ceiling:One layer of 3/4-inch Type X Gypsum Wallboard with a minimum weight of 3.0 Ibf/tt2 in compliance with ASTM C1396.Installed with long dimension perpendicular to resilient channels and fastened with min.1'le-inch Type S drywall screws spaced at 8 Inches on center,and 1 inch from wallboard edges and 1112 inches from wallboard ends.The end joints of the wallboard must be staggered. a)Finish:The face joints must be covered with tape and coated with joint compound.Screw heads must also be covered with joint compound. B. SOUND RATING Components STC lic Base Assembly with cushioned vinyl 52 44 Base Assembly with Carpet and Padding 52 64 Base Assembly with cushioned vinyl,Gypsum Concrete 64 53 Base Assembly with Carpet and Padding,Gypsum Concrete 64 68 ESR-1405 ( Most Widely Accepted and Trusted Page 10 of 13 '/=-Inch Gypsum Board Attached to Bottom of Flanged► r.,oist � 1/2°gypsum 666rd - slructurq(,pariel - Crawl Space Exception(b) In accordance with Exception 2 of the 2018 and 2015 IRC Section R302.13 and 2012 IRC Section R501.3,floor assemblies located directly over a crawl space not intended for storage or fueWiired appliances do not require membrane protection. Floiirsfieatlting —� i 6-jast�; Automatic Sprinkler Exceptlon(ct In accordance with Exception 1 of the 2018 and 2015 IRC Section 8302.13 and 2012 IRC Section 11501.3,floor assemblies located directly over a space protected by an automatic sprinkler system do not require membrane protection. Fioof`sfi-edt(iin� Auiomatic'sprinkler system For S1:1 inch=25,4 mm (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. (B) I-joist Installation in accordance with Section 4.0 of this report Max.24 inches on center spacing. Applicable to all flange sizes. Minimum web thickness of%inch. Adhesives used shall be as described in the quality manual approved by APA. (C) 1/2-inch gypsum board:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R702.3.1 or equivalent. 1x3 (nominal)wood furring strips are permitted to be installed perpendicular to the bottom flange of the(joists at 16 inches on center provided that the gypsum boards are directly attached to the tuning strips using 1-14-inch(32-mm)Type W drywall screws at 12 inches (305 mm)on center: Gypsum board not required to be finished with tape and joint compound;or '!6-inch wood structural panel:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503.2 or equivalent. Wood structural panel not required to be finished with wood filler or sanded. (D) Automatic sprinkler system:System in accordance with Section P2904 of the 2018,2015 and 2012 IRC,NFPA 13D,or other equivalent sprinkler systems. Notes: (a) In accordance with Exception 3 of the 2018 and 2015 IRC Section R302.13 and the 2012 IRC Section R501.3,portions of floor assembly can be unprotected when complying with the following: 1) The aggregate area of the unprotected portions shall not exceed 80 square feet 2) Fire blocking in accordance with 2018,2015 and 2012 IRC Section R302.11.1 shall be installed along the perimeter of the unprotected portion to separate the unprotected portion from the remainder of the floor assembly. (b) Insulation may be required for energy code compliance purposes. Check with the local building official for specific jurisdictional requirements. (c) In accordance with 2018,2015 and 2012 IRC Section P2904,partial residential sprinkler systems are permitted to be installed only when the entire dwelling unit is not required to be equipped with a residential sprinkler system. Check with the local building official for specific jurisdictional requirements. (d) Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted. FIGURE 5-2018,2016 AND 2012 IRC FLOOR ASSEMBLY DETAILS ESR-1405 E Most Widely Accepted and Trusted Page 11 of 13 I/rInch Gypsum Board Attached to Web(* ----Floor sheathing I-icist Ila---_ -- 1/2°193ypsum boarsi — � -- y.�.YV•v'Te 3'�• Fastener- Installation Requirements at Web Holes -- I-joist web ORI/2"gypsum board -- -joist web For SI:1 inch=25.4 mm (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section 8503. (0) !-joist Installation in accordance vrrth Section 4 of this report Mardmum 24 inches on center spacing. Minimum flange size of 1112 inches thick x 2 inches wide. Minimum web thickness of%Inch.Adhesives used shall be as described In the quality manual approved by APA.At hole location,fasteners shall be installed 1 inch from the edge of the gypsum board. (C) V2 inch gypsum board:Materials(entire length of Hoiat)in accordance with 2018,2015 and 2012 IRC Section R702.3.1(not required to be finished with tape and joint compound). Fasteners:Minimum 1-inch screws(Type W or Type S)or nails installed t Inch from edges and 16 inches on center,bop and bottom. Fasteners may be staggered from top to bottom. Note: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires.Mmes,speakers,drainage,piping and similar openings or penetrations shall be pemeihed. FIGURE 6—FIRE PROTECTION:%4NCH GYPSUM BOARD DIRECTLY ATTACHED TO WEB 11rinch Gypsum Board Attached to Sides of Flanget'i -- --- --Floor sheathing -- --` �'r `~•_• -------- 3,_5x% =P,3^r_.: 'r<f1t-' ,!gtrc �y' r" 1/2"gypsum board Fastener ----------- Installation Requirements at Web Holes i•joistweb > ,..:,«,..rn._-.:,:•ter.- •-`=-�"l.._ ;.._ -OR ---- " 1[2'gypsum board -- �,< >z:-;X...•.<.-•-, __._-------- 1=of web I st ---•------- - - - ---- For 31:1 inch=25.4 mm (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. (0) Hoist Installation in accordance with Section 4.0 of this report. Mahamum 24 ire ss an renter spacing. Minimum flange size of 1113 inches thick x 13/4 inches wide. Minimum web thickness of 1/a inch. Adhesives used shall be as described in the quality manual approved by APA. At hole location,fasteners shall be installed%inch from the edge and 1 inch from the end of the gypsum board. Mandmum fastener spacing shall be no more than 0 inches on gypsum board above and below the hole. (C) Winch gypsum board:Materials(entire IengOi Of Huist)in duwidurtua willh 2018,2015 and 2012 IRC Section R/02.3.1(not teg0i(ed to be finished Mntn tape and joint compound). Fasteners:Minimum 1-inch screws(Type W or Type S)or nails installed'/2 Inch from edges and 1 inch from ends,and 16 inches on center,top and bottom. Fasteners may be staggered from top to bottom. Nate: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted. FIGURE 7—FIRE PROTECTION:%.-INCH GYPSUM BOARD DIRECTLY ATTACHED TO SIDES OF FLANGE ESR-1405 Most Widely Accepted and Trusted Page 12 of 13 Mineral Wool Insuiationty Roar sheathing W l-joist�s Wneralwool insulation For SI:1 inch=25.4 mm (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. (B) 1-joist Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1'/6 inches thick x 2 inches wide. Minimum web thickness of 3/a inch. Adhesives used shall be as described in the quality manual approved by APA. (C) Mineral wool batt insulation:Minimum 2.5 Ibtft'(nominal)and 34nch-thick mineral wool batt insulation made of rock or furnace slag (ASTM C665 Type 1 compliant)installed as shown with insulation stay wire supports spaced no more than 24 inches apart and no more than 4 inches from ends of batts.Use minimum of 151/cinch-,18'lr-,and 234nch-wide insulaton batt when I joist spacing is 16 inches, 192 inches and 24 inches on center,respectively. Note:(a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted. FIGURE 8--FIRE PROTECTION:MINERAL WOOL INSULATION Vvinch Gypsum Board() i=-.19.2 inches maximum 4FJoorshegdiin8 - Gypsum b— length-y (see betow) -- - —- 112"gypsum board a._.- Joist spacing(in.) Required letigilt for gypsbm boards(in.) -� 12 1/8 16 - -- 19.2 tJote; Gypsum board board lengths shown above provide at Feast 1/4°bearing on the top of the bottom flange in each 1-joist as installed. For SI:1 inch=25.4 mm (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. (B) (joist:Installation in accordance with Section 4.0 of this report Maximum 19.2 inches on center sparing. Minimum flange size of 11/6 Inches thick x 2 inches wide. Minimum web thickness of inch. Adhesives used shall be as described in the quality manual approved by APA. (C) 14ayer of /z-finch-thick gypsum board complying to ASTM C1396 provisions for gypsum wallboards,installed on the top of the bottom flange. Mechanical fastener or adhesive attachment to the top of the bottom Range is not required. A maximum gap of 5116 inch between the edge of the gypsum and the(joist web shall be permiited. Note:Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted. FIGURE tl—FIRE PROTECTION:'/=-INCH GYPSUM BOARD INSTALLED ON TOP OF THE BOTTOM FLANGE ESR•1405 Most Widely Accepted and Trusted Page 13 of 13 61s-Inch Gypsum Board(" ,.--- 24 inchesmaxiinum — Floor sheathing ------!-joist Gypsum hoard length (seeWow) 5/8'gypsum board�— loisl spacing(in j Required Jangfh for gypsum Boards t64 12: li_lr8=1{8 16, j93 10.414 11 24. Now Gypsum bobid 1®ngths shovm aboV®pW de at ieaitIM bedriiig ah the hip of the b8ff6rri flan®ii m'edch t-joist hs iddatled. For SI:1 inch=25.4 mm (A) Floor sheathing:Materials and installation in accordance with 2016,2015 and 2012 IRC Section R503. (B) IAoist:installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1118 inches thick x 2 Indies wide. Minimum web thickness of'Is inch. Adhesives used shall be as described in the quality manual approved by APA. (C) 1-4ayer of 5/6-inch-thick gypsum board complying to ASTM C1396 provisions for gypsum wallboards,installed on the top of the bottom flange. Mechanical fastener or adhesive attachment to the top of the bottom flange is not required. A maximum gap of 5116 inch between the edge of the gypsum and the Hoist web shall be permiited. Nate: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted. FIGURE 10—FIRE PROTECTION: '1s4NCH GYPSUM BOARD INSTALLED ON TOP OF THE BOTTOM FLANGE MODULAR STEEL SYSTEMS , I- NC . SUFFOLK COUNTY 11 EDWARDS DRIVE, BLOOMSBURG, PA 17815 co TEL. (570) 520-4062 U��IVW.STEELMODULARS`YSTEMS.COM AllregDiredenergytestingreQuiredbyChapterllofthe s 2015 IRC and 2015 IECC shall be done by Nu-Tech > GENERAL NOTES: Services,Inc.881 Warnor Run Blvd.Turbotvill,PA. O 570-490-3928.Energy code testing performed on-site& 1. POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE.WHEN NOT APPLICABLE passed in accordance with codes listed.All on-site APPLICABLE STATE BUILDING CODES: OR ABLE,RECIRCULATING FILTERING HOOD(MIN.100 CFM)MAY BE SUBSTITUTED IF THERE IS A MINIMUM inspections by the energy testing agency and the OF 4%NATURAL VENTILATION IS PROVIDED. attachment of the NY insignias by PFS Corporation at the O 2020 New York State Uniform Fire Prevention and Building Code 2. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND/OR FURNISHED AND factory must be done prior to the issuance of the local use LL (which incorporates by reference) INSTALLED ON SITE BY BUILDER. &occupancy permit.This information will be noted on the _ o 2020 Residential Code of New York State 3. ROOF SHINGLES ARE FACTORY INSTALLED.EXCEPT AT RIDGE AND HINGE POINTS OF ROOF WHICH IS data plate. PFS Corporation 2020 Energy Conservation Code of New York State FACTORY FURNISHED BUT FIELD INSTALLED BY BUILDER.SHINGLES MAY BE FURNISHED BY BUILDER BUILDING ENVELOPE TIGHTNESS VERIFIED VIA VISUAL cwn 2017 National Electrical Code AND FIELD INSTALLED. INSPECTION DURING INSULATION INSTALLATION. Approval Limited to FactoryBuilt Portion Only w 4. HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT ON-SITE BLOWER DOOR TEST ALSO REQUIRED. State: New York USE GROUP: ONE FAMILY MAY BE DONE IN FIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF Signature: CONSTRUCTION CLASSIFICATION:WOOD FRAME THE STRUCTURE.ALL FLOOR,WALL AND CEILING PENETRATIONS MUST BE FIREBLOCKED PER CODE Title: Staff Plan Reviewer DESIGN CRITERIA FOR WIND AND SEISMIC: REQUIREMENTS(RC of NY SECTION R602.8.1) DWG.# SHEET NAME DATE REVISION DATE Date: 07116/2020 DWELLING IS DESIGNED IN ACCORDANCE 5, CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AND CEILINGS SHALL HAVE SUCH 1 COVER PAGE 6/24/20 CODE PRESCRIPTIVE WIND DESIGN REQUIREMENTS SUCH OPENINGS FIREBLOCKED. 6. FOR FIELD CONNECTIONS SEE MODEL CROSS SECTIONS. 2 FOUNDATION DETAILS 6/24/20 WIND SPEED V(ult)135 MPH 7. ALL NOTES PERTAINING TO"IN FIELD",'BY BUILDER"OR"*"ARE BUILDERICONTRACTORS RESPONSIBILITY. 2a FOUNDATION DIAGRAM 6/24120 ¢ o0 EXPOSURE B C❑ 8. ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED. 3 1st FLOOR PLAN 6/24120 n -�°O ASSUMED SEISMIC SITE CLASSIFICATION='D' U) 9. EVERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMARY EXIT,AN EMERGENCY USE OPENING 3a 2nd FLOOR PLAN u, �� 6124120 SEISMIC DESIGN CATEGORY='B' OF LEGAL OPEN SPACE.WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS THEY SHALL HAVE 3b 1st FLOOR SHEARWALLS 6/24/20 TOTAL BUILDING AREA=2266 SF A SILL HEIGHT OF NOT MORE THAN 44"ABOVE FLOOR,HAVE A NET CLEAR OPENING OF 5.7 SQ.FT.AND 3c 2nd FLOOR SHEARWALLS 6/24120 z DESIGN LOADS: NET CLEAR OPENING OF 20"X24". LL' 4 DOOR&WINDOW SCHEDULE 6124120 ¢~ LIVE LOADS 10. A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED �5) Lij 5 FRONT/REAR ELEVATION 6/24120 ROOF-GROUND SNOW LOAD 25 PSF ON EACH FLOOR LEVEL INCLUDING BASEMENT.SMOKE DETECTOR SHALL BE INSTALLED IN EACH o BEDROOM AND IN THE VICINITY OF BEDROOMS,AND WIRED IN SUCH A WAY THAT ACTIVATION OF ONE 5a RIGHT SIDE ELEVATION 6/24120 O¢� 3 NON SLEEPING AREA-40 PSF 3:7: > SLEEPING AREA-30 PSF WILL ACTIVATE ALL,AND WITH NO INTERVENING SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE 5b LEFT SIDE ELEVATION 6/24120 0 0 >Z EXTERIOR BALCONIES-60 PSF INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH ONES INSTALLED BY MODULAR 6 1st FLOOR ELECTRIC 6/24120 0 STAIRS 40 PSF* MANUFACTURER.A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR 6a 2nd FLOOR ELECTRIC 6(24120 m Ei ATTIC 10 PSF FOR ROOF WITHOUT STORAGE* 11. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4"SPHERE CANNOT g ELEC&PLUMB NOTES 6124/20 CD z v zrn o 20 PSF FOR ROOF WITH LIMITED STORAGE* PASS THROUGH. 9 PLUMBING SCHEMATIC 6124120 z o o w M U) 30 PSF FOR ATTICS SERVED BY FIXED STAIRS 12. SAFETY GLAZING SHALL BE IN INGRESS AND MEANS OF EGRESS DOORS,IN FIXED AND SLIDING DOOR O Lr' 9a 1st FLOOR PLUMBING 6124120 Q *FOOTNOTE b,g,AND h TABLE R301.5 ASSEMBLIES,AND PANELS IN SWINGING DOORS, STORM DOORS,IN ALL UNFRAMED SWINGING DOORS > Z .. Flood hazard, Flood Insurance Rate Maps(FIRM) IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS,BATHTUBS AND SHOWERS,IN ANY PART OF A 9b 2nd FLOOR PLUMBING 6124/20 � Community Number 360813,last revised Sept 25,2009' BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF GLASSING IS LESS 10 SECTION 6124120 " a DEAD LOADS THAN 60"ABOVE DRAIN OUTLET,IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR 11 FASTENING SCHEDULE 6/24/20 m a a ACTUAL LOADS NOT TO EXCEED WHERE NEAREST VERTICAL EDGE IS WITHIN 24"ARC OF A DOOR IN CLOSED POSITION AND WHOSE Lot#4 SITE PLAN 15 PSF FOR ROOF CEILING BOTTOM EDGE IS LESS THAN 60"ABOVE FLOOR,IN AN INDIVIDUAL PANEL OTHER THAN THOSE LISTED NOTE: HVAC SYSTEM INSTALLED ONSITE BY BUILDER. 10 PSF FOR FLOOR ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS. O a.EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ.FT. q b.BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR. BUILDING IS IN CLIMATE ZONE 4 c.TOP EDGE IS GREATER THAN 36"ABOVE THE FLOOR. WARNING:IT IS A VIOLATION OF THE NYS EDUCATION U 0 w d.ONE OR MORE WALKING SERFACE WITHIN 36"HORIZONTALY OF GLAZING. LAW ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED SAFETY GLAZING SHALL BE IN WALLS INCLOSING STAIRWAYS,LANDINGS OR RAMPS WITHIN 36" — a>- PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY. � PLANS HA [E BEEN REVISED TO CO 2020 HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF GLASS IS LESS THAN 60" U Of Lu NY STA, NI�©11 I1/�FIRE�PR tV N I N J)LDING CODE ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. SAFETY GLAZING ADJACENT TO STAIRWAYS TRUSS TYPE,PRE-ENGINEERED WOOD&TIMBER CONSTRUCTION IN w j-j U Tb L�3 lg� WITHIN 60"HORIZONTALLY OF THE BOTTOM TREAD IN ANY DIRECTION WHEN EXPOSED GLASS SURFACE Upon application for a building pennitwiththe local govemmenthaving jurisdiction,includeonthepermit N IS LESS THAN 60"ABOVE THE NOSE OF THE TREAD. application that truss type,preengineered wood ortimber construction is being utilized,and that the omoerty, 17-- � j owner or property owners representafive snall complete a form prescribed by the State Fire Prevention O LJ f 13. PLASTICS(INCLUDINGGLAZING,SIDINGANDSKYLIGHTS)ANDFOAMPLASTIC(INCLUDINGINSULATION) and Building Code Council designating thestructureastruss type,pre-engineered wood ortimberconstruction m = � O� JUL 2 0 2020 IF USED SHALL BE IN COMPLIANCE WITH STATE CODE and file such form with heappliptonfor abuilding permit.The sign orsymbolistobeaffxedto the exterior z � J O W LU 14. MINIMUM ROOM SIZE TO BE 70 SQ.FT.WITH A MINIMUM ROOM DIMENSION OF T-0".ONE ROOM A MIN. elecMcbox,fang,of esidenealbuimingmatutilizes Wsstype,pre-engineered wood and/or timber LU m u) construction. � � � Ll_I(n OF 120 SQ.FT. > U e r T�, 15. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8% THIRD PARTY INSPECTION AGENCY — '' I�` DER FT. OF THE FLOOR AREA OF SUCH ROOM.THE MINIMUM NATURAL VENTILATION AREA SHALL BE 4% OF THE PFS CORPORATION o FLOOR AREA VENTILATED. 1115 OLD BERWICK ROAD, `^ 16. WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72"ABOVE FINISHED GRADE OR BLOOMSBURG,PA 17815 �Q'��'O PAO y0,P O �v ATTENTION LOCAL INSPECTIONS DEPARTMENT: SURFACE BELOW THE LOWEST PART OF THE CLEAR OPENING SHALL BE MINIMUM 24"ABOVE FINISHED DESIGN PROFESSIONAL The following items have not been completed by the Modular Home FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED.GLAZING BETWEEN THE FLOOR AND 24"SHALL ANTHONY P.SHULDE,P.E. CO �� ti� * N Manufacturer,have not been inspected by 3rd Party Agency and are BE FIXED OR HAVE AN OPENING THROUGH WHICH A 4"DIAMETER SPHERE CANNOT PASS. KEYSTONE STRUCTURAL GROUP,INC. o o uu o not certified by state modular label.Code compliance must be 17.WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 711 DAVIS STREET, r � determined at the local level. SCRANTON,PA 18505 Q �l Foundation,Porches,decks and steps HVAC systems Plumbing 18. THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF SECTION M1507 Z 2 LL] U and Electrical connections at site Any items marked on included OF THIS CODE OR THE INTERNTIONAL MECHANICAL CODE,AS APPLICABLE,OR WITH OTHER APPROVED d, drawings as"BY BUILDER"or with the"-or"***"symbols MEANS OF VENTILATION.OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY SOA 09619 �� DATE DWG DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING.(N1103.6.1)(R403.6.1) v pp -DATA PLATE A-STATE LABELS -THIRD PARTY LABELS RQFES S NP 6/2020 E120 1 Q U) BASEMENT CEILING HEIGHT FROM SLAB TO UNDERSIDE OF JOIST 9 FT J TOP OF FLOOR AT ELEVATION 27' 6" T-0" 6" GRADE AT ELEVATIONS 24.1' Of Q BILCO BASEMENT ENTRY O CV LL" 5'-0" 16 O Q w W APPROVED w —— — — DATE 7/16/20 Lu TNIFORW = I I°� �m PFS CORPORATION ED LOAD 1,184 PLF 3 Bloomsburg, PA oQ Z Za co I I < O u P o� o� z<cco I I I ¢m oo —opo I I I �c } �< �z Q m I LLI UNIFORMED LOAD=662.5 PLF 43'-0" `z' ¢ Q uj > z LOAD aZioo o� III I o �z awPOINT LB o = = Q< 2-41/4" 5-9114" L)o oozz 0} o zt p O D- u10o om [pO (JJco� V o= POINT OAD 7124 LB I CD Z U ¢t2m L) I L POINT LOAD=8484 LB L — — � ¢ U) z z mco o POINT LOAD=6550 LB I z O o w 12'-1 1/2" 9'-11112" 1'-103/8" 10'-13/16" 2'-41/4" 6-7 14" I I o O J`n <m o w Z 3 W F z Z I IV Z oLu N o I I c°o SMOKE DEFECTOR IN I I m o o m p O v ACIDC BASEMENT BY BUILDER I g ¢ Z m Q o o� :i I I I LLZ �> �o �= o c¢io I I xi? oa U o� I I ¢x rz �U) o= I I I =o v r--Lu I I. NIFORMED LOAD 1,184 PLF I o Q¢_ —————————— —— ———— ——— ——— � �C -RU'L- -- - - - --- ———— — — J�- ® s L —— — ——————— — — —— } om m (n O w Z J J Lu 43'-0" Lu 00 Z U) o� N of coPAUt O\� ,�s� s"7O� o ¢O W Lo 0 Lu O � J r Q 11 2 = W U)Co �O 096191 DATE DWG AR°FEssi `�P2i2o2o6124120 La w Q U- J Q RIGHT SIDE RAILINGS ARE PROVIDED AND Q INSTALLED ON-SITE BY OTHERS w AT 32"TO 34"FROM THE NOSING. 0 43-_0" SEC.R311.7.8.2 TO R311.7.8.4. ILL 15'-1 3/8" 3'-4 314" 24'-5 7/8" 0 W 6" 20'-71/2" 4" 7'-9112" 4" 4'-4112" 6" 8'-0112" 6" Of LVLSTUDSAK 3757TEMPERED 3757TEMPERED APPROVED Cn w Lu rz m J DATE 7/16/20 DOOR TO BE PROVIDED WITH r o I SILL AND WEATHER STRIP PANTRY L m AND INSTALLED ON S I PFS CORPORATION VENTED GAS o L_FIREPLACE— I } I " Bloomsburg, PA LL e NDV4236 HEATILATOR 42" GAS FIREPLACE WIBLOWER – w w 3'-3 v2" < F`i BATH#3 m 4t 0 421N x 43 7/8"H R.O. NSULATE WALLS WffH R13 a rr AS FIREPLACE AND CHIMNEY INSTALLED 6 U AT 81 6" w w LUz IN FACTORY WHERE POSSIBLE,VENT CAP r w � OSHIPPED LOOSE,ALL GAS LINES AND 9" R > ¢ .Om CONNECTIONS ON SITE BY BUILDER o I _ 2 � N r Q 2-6 2-6 u � LU [1 LIVING DINING ROOM BARN DOOR HARDWARE a e Q =Z J AREA=505 SQ.FT. z I � 111 41R w o r amw IIIcLLI w :2 11'-4 112" 6" 9'-7 2'-7 112" 9'- 1n" 2'-8" 6'-01/z" w> 2-1 112°x9 114"L.V.L CEILING 2-1 1/2°x9114"LVL CEILING BEAM 2-1 112"x9114°LVL FILING BEAM 1-2x10 SPF#2 CEILINGCn O O} oz N ° III BEAM IN EACH MODULE Wn-1 1/2"x9 114"LVL IN FLOOR W/2-1 1/2"x91!4"L LIN FLOOR BEAM EACH MODULE o I N Z ZQ QO Z Uj?Jo ABOVE AND IN EACH MODULE ABOVE AND IN CH MODULE__ _ _____ _ a O J p r–�'�O oz _= _ - _ — ====-- G_' Wim= CD 1,- N 4'-0" 3'-11 1/2" 1-2x4 SPF#2 I LL ( Z U z m O 2F 2F Tn Z Or m �0 4-2x4 SPF#2 2-2x4 SPF#2 E2�F 2-2x4 SPF#2 2-2x4 SPF#2 EACH MODULE EACH MODULE EACH MODULE I EACH MODULE i B24 EACH MODULE o� 0 1-Zx6 SPF#2 I z0 0 CD-wi L LL RD24 M. 3 EACH MODULE _ � o I= o W 624 aw p w 0 z w i�� RD24 rgu mo AREA=105SQ.FT. I e J rl O U a - « BT9 a FOYER J -' r ¢_ ¢ I in q m O w 0 -1 - `-� I I > TRAY DEVIDER HIPLOOSE o J m e I 0 2x6 rafter @16"o/c o r¢ L— I� REQUIRED ISLAND BAR a o I o 0 2x6 ceiling joist 00 SPACE -v 3 I �, at 16'olc u7 3 KITCHEN `n or VL STUDS I AREA=239 SQ.FT. I `v � 2'-10" V-3" U f–W Q o ---M2 ��' (2)2-0 Z Q(no M I' LS3612 BD30-3 $PACE DB33-3 o U� W3042 W3642WifH W3642 WITH ————— I r, 15"PORTICO DETAIL FACTORY INSTALLED Cn UrOf - GLASSDORS GLASS DORS � �Q O 1'4 1/2" F 1-7112" 3757 3757 3757 3757 PANEL BOX IN BSMNT # "r IW- m p 4 qV' 6" 21'-0" 4" 14'-31/2° 4" 6'-01/2" 6' Cn co O ILL 1�-3" i 4'-5 516' T-4 314" 7'-4" 3'-4 314" 24-4 718" p c J J W XX 12'4" 30'-8" J 0 Lu 43'-0" W m W W -J oil W ?3 of� HEADER 3-2xi0SPF#2 Q cl 1.WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72"ABOVE THE FINISHED GRADE OR OF SURFACE BELOW,THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24"ABOVE THE 9'-0"CEILINGS ��(� PAVL�y0 p ¢ 0 o FINISHED FLOOR OF THE THE ROOM IN WHICH THE WINDOW IS LOCATED,GLAZING BETWEEN THE FLOOR AND 1121 SQ.FT. O� `9 �� O oCO 0 24"SHALL BE FIXED OR HAVE AN OPENING THROUGH WHICH A 4"DIAMETER SPHERE CANNOT PASS. * L'r r G� * w LO 2.WINDOWS INSTALLED HAVE A SILL AT 24 3/4"ABOVE FLOOR. 2x6 sPFuz STUDS o w o 3.WINDOW HEADERS ARE 2-2x6 SPF#2 UNLESS NOTED DIFFERENT. file OSB oRPLYWOOD v J¢ it 4.MULLIONS ARE TO MEET R609.8 2 2 w co Cl) DATA PLATE .STATE LABELS -THIRD PARTY LABELS 2-2X6 SPFp2 STUDS TYPICAL HEADER SHIPPED LOOSE �o �9619� DATE DWG NOTE:ALL FASTENING PER FASTENING SCHEDULE TYPICAL EXTERIOR WALL CORNER DETAIL ROFES S� NP 6124/20 2/2020 DRYERBOX TO BE INSTALLED AT DRYER LOCATION WITH 4"METAL PIPE STUBBED THROUGH FLOOR, COMPLETION OF DUCT TO EXTERIOR IS BY OTHERS ON-SITE. Q H J O RAILINGS ARE PROVIDED AND Q INSTALLED ON-SITE BY OTHERS AT 32"TO 34"FROM THE NOSING. [If 42'-0" SEC.R311.7.8.2 TO R311.7.8.4. 0 9'-2 3/4" 10'-8 1/2" 7'-8" 14'4 314" D 6" 11'-4 1/2" 4" 5'-4 1/2" 4" 11'4" 4" 5'-6112" 4" 6'-0 1/2" 6" W 294, EMP. APPROVED w 3757 3757 TEMP. HEADER AT 27"AFF,WINDOW 311E INSTALLED ®i U) 2X10 SP#1 R _ _ DATE 7/16/20 m [)N. PFS CORPORATION 7e— I VSB 36 —— I 66RA 11 6", �r--��----� I II I w `4 2'-D" 73"CT 2'-3" W.I.C.#2 I T s m 11 II I W Bloomsburg, PA V3' GLASS BATH#1 ENCLOSURE I r LAUNDRY o w q BY OTHERS o I (2)2-6 a w W m 1-6 CURB F I BATH#2 W Q o N O u=i w rn 2-6 v N 2 O p ~ LINEN = w = Lu_ N cr Q a 2$ r-T--------� w O _ = 19 I I 25-12"6442" z — 3-2x10 SPF#2 HEADER(S.L.) I PULL DOWN I of w N o II J AT 83 518"A.F.F.OVER( )2x6 i I STAIRS I O Q~ M _ J SPF#2STUDS L� ---------j S64B m = w wa q Q p rM Q� III m 2-6 1"6 2-6 °' O Q ti 1,_0. o w} �\ "2-1 1/2x9114"L.V.L.CEILING p p} o z 2 6 LINEN 2-2x6 SPF#2 STUDS 'v n <Z w c BEAM EACH MODULE(43'-0°) _ �0_ Q ———_72 —— _ _ 2-2x4 SPF#2 STUDS 2-2x4 SPF 92 STUDS (D z U Q f; o EACH MODULE I EACH MODULE I 2-2x4 SPF#2 STUDS c Z Z z rn 0 BEDROOM#1 I g of�w LTi e > Z TOTAL AREA=220 SQ.FT. w I W cn o BEDROOM#2 I BEDROOM#3 onEf w w I TOTAL AREA=141 SQ.FT. I TOTAL AREA=164 SQ.FT, v p 'O v w p afp O Q f0 I N Q m Q D_J W CJ ? I O � e N L O cn I z za} J E U)rn[if a_ O O � 6f¢ O 2X10 SP#1 PRESSURETREc W O 3757 .3757 3757 3757 TEMP. # N 6" 11'-4112 4" 5'41(2" 4" 10'-0 1!2" 4" 2'-0" 4" 11'-10112" 6" L U j U)3' O LJi 4'-5 518" -4 3/4" 12'-1 112" 12'-8112" 10'-3 518" �" �0 �W 4'-0" DECK 12'-2112" 30'-9112" m D W > LLJ W 43'-0" G W m J LLJ cn v, u p (n > O 1. WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72"ABOVE THE FINISHED GRADE OR o v SURFACE BELOW,THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24"ABOVE THE Q U) 8'-0"CEILINGS OF NEW J p cv FINISHED FLOOR OF THE THE ROOM IN WHICH THE WINDOW IS LOCATED,GLAZING BETWEEN THE FLOOR AND Q'��,� PAUL y0 0 ¢o 24"SHALL BE FIXED OR HAVE AN OPENING THROUGH WHICH A 4"DIAMETER SPHERE CANNOT PASS. 1106 SOFT. Gj� p� 61 'A O o 2. WINDOWS INSTALLED HAVE A SILL AT 24 314"ABOVE FLOOR. �2' G � 3. WINDOW HEADERS ARE 2-2x6 SPF#2 UNLESS NOTED DIFFERENT. 2x6 SPF#2STUDS �Q oW o ATTIC ACCESS INSULATION INSTALLATION TO COMPLY WITH SECTION N1102.2.4 s;B ossoRoLvwccD r- 4. J - m LU `� � F-1 THIRD co THIRD PARTY LABELS F#2 STUDS 20 �� –TYPICAL EXTERIOR 0 096191 DATE DWG WALL CORNER DETAIL V QE EMERGENCY EGRESS WINDOW R�FES S1 �P 2/2020 6/24120 3a [Z Q WALL°P"-7/16"SHEATHING BLOCKED ATTACHED WITH 16 GAX7/16°STAPLE 3"OIC EDGE. TOP PLATE LAPPED J SHEATHING(1)ROW.131°x3"NAILS AT 4"o/c. BOTTOM PLATE LAPPED SHEATHING.131°x3°NAILS(1)ROW AT 2"o/c WALL"O"-7116"SHEATHING BLOCKED ATTACHED WITH 16 GAX7/16"STAPLE 2"0/C EDGE. TOP PLATE LAPPED O SHEATHING(1)ROW.1 31"x3"NAILS AT 3°olc. BOTTOM PLATE LAPPED SHEATHING .131"x3"NAILS(1)ROW AT 3"o/c Q fr_ O 0 43'-0°WALL"P" W A 13'-61/2" * 22'-11" SFS APPROVED Lu DATE 7/16/20 � PFS CORPORATION ma0O <m Bloomsburg, PA lz �o �P �0 L-----� �� ULL I �U a o UO BATH 13 a I 00 ZO 03opyLLx I Z � -�- VW ti "'i O ZOn�x0 W c0 _ ri LIVING DINING ROOM �Z 0I w af2 Uj �Z o� U) � �o =o 0 QLc') ° LL ¢O ¢OI C7 cG�_ w} Q U 0 J Q J D O >Z } in 3� < I QOM wzo m ® ® ® w I N U) m0 —I,=:ry 0� / w IJ N Z�U Zrn0 rn� 0 OC)LLJ �� bi z O J cn lam a > W � :z iLU 0 o� Of w oZ I� r OU FOYER w �� Z m < a o Z I Lr - t o N I _J N O V O - O Q O 3 LL 22 I UjZc - KITCHEN o : 'JLi J I N Q .fn- W = N 1 L---- _-_ _ 00 Z cn Q 1 G C OfQ J Q 2'-10314' 4'-2114" 22'-10" # N LU m 0 � >- U) = 43'-0°WALL"O" m = (n 0-1 OLuw 2-2X6 SPF#2 TOP PLATE 2-2X6 SPF#2 TOP PLATE 2-2X6 SPF#2 TOP PLATE 2-2X6 SPF#2 TOP PLATE < W m u) O 0 U) �� O 03: IL 3-2X6 SPF#2 STUDS 3-2X6 SPF#2 STUDS 3-2X6 SPF#2 STUDS 3-2X6 SPF#2 STUDS OF N EIN Y Of Z PAut Cl 61, o� 0 � �14 2X6 BLOCKING AT 16"OIC 2X6 BLOCKING AT 16"0/C LXb bi-OUKING Al 16"tile 2X6 BLOCKING AT W O/G b 2-2X6 SPF12 BOTTOM PLATE 2-2X6 SPF#2 BOTTOM PLATE 2-2X6 SPF#2 BOTTOM PLATE 2-2X6 SPF#2 BOTTOM PLAT Q if m WALL IS SHEATHED WITH 7/16"OSB AND ATTACHED TO STUDS WITH 0.131X3"NAILS 2"OIC WALL IS SHEATHED WITH 7116"OSB AND ATTACHED TO STUDS WITH 0.131X3"NAILS 701C \ f— ch WALL IS ATTACHED TO FLOOR WITH SIMPSON SDS SCREWS 114°X4 1/2"3"OIC OR 2 ROWS AT 6"O/C WALL IS ATTACHED TO FLOOR WITH SIMPSON SDS SCREWS 1/4"X4 112"3"OIC OR 2 ROWS AT 6"OIC tn�OA 096191 �� DATE DWG WALL"F"DETAIL WALL"G"DETAIL gOFEs S 1 NA 2/2020 6124120 Ob J. a Q rn J O CLQ Q O LL- 42'-0" WALL"K" Lu W "SIMPSON" SFS/ APPROVED w T-7 7/8" 7'-6 3/4" 4'-10 1/4" 13'-1 7/8" m O O CD 7/16/20 PFS CORPORATION O oLL I u Bloomsburg, PAOO ___ r W.I.C.. LL— L---J um r m 1 0 <0 BATH#1 I LAUNDRY p O Z I W 4t $O H o= I BATH#2 0 -�00 x u? U) o N W 2 C.O a- .0 S 2 I I I Q ~ > L1--------- >z �i a K U in <0 LlJ 00CD a WZ x m j I rLr0^ mO JOo = V �U ZCn� Zz o E m c/) II I oo BEDROOM 91 5; orf u z p LU TOP PLATE#3 0 BEDROOM#2 mo -tt W o Z ��I o m � o o00 :0 U I J a� COQ a� ~o I ¢ 00 r o 3 \-3-2X6 SPF#2 STUDSEz O o p SO I I wo O= U /� Z E! V}' moa Q H C o_ I I x ¢ 2X6 BLOCKING AT 16"O/C U ~ o=< I I zQ>- N N 2-2X6 SPF#2 BOTTOM PLATE co G jU13f) I WALL IS SHEATHED WITH 7116"OSB AND ATTACHED TO N W =Q L.1..1 8'-91/4" L 9'-91/4" �, 8'-8 3/4" STUDS WITH 0.131X3"NAILS 2"O/C co c p WALL IS ATTACHED TO FLOOR WITH SIMPSON SDS SCREW >- 114"X4112"3"O/C OR 2 ROWS AT 6"0/C m x Cn O J Or 2-2X6 SPF#2 TOP PLATE 2-2X6 SPF#2 TOP PLAT WALL B DETAIL z zW m W O � W J in cn LL LL � EE 3-2X6 SPF#2 STUDS 3-2X6 SPF#2 STUDS Q 0 OF NFA N N PAUL �O p ¢o O `sy �o� 0 0 2X6 BLOCKING AT 16"O/G\ 2X6 BLOCKING AT 16"O/C, # �� O * W� _ WALL"K"-7116"SHEATHING BLOCKED ATTACHED WITH 16 GAX7/16"STAPLE 4"OIC EDGE. TOP PLATE LAPPED - SHEATHING(1)ROW.131"x3"NAILS AT 6"o/c. BOTTOM PLATE LAPPED SHEATHING .131"x3"NAILS(1)ROW AT 3"olc ti Lu C? 2-2X6 SPF#2 BOTTOM PLAT -2X6 SPF#2 BOTTOM PLAT WALL'L'-7116"SHEATHING BLOCKED ATTACHED WITH 16 GAX7/16"STAPLE 4"OIC EDGE. TOP PLATE LAPPED Q II SHEATHING(1)ROW 131"x3"NAILS AT 6"o/c.BOTTOM PLATE LAPPED SHEATHING .131"x3"NAILS(1)ROW AT 3"olc Z � W C-) � WALL IS SHEATHED WITH 7116"OSB AND ATTACHED TO WALL IS SHEATHED WITH 7/16"OSB AND ATTACHED TO �� Cr Lu ch STUDS WITH 0.131X3"NAILS 2"O/C STUDS WITH 0.131X3"NAILS 3"O/C WALL IS ATTACHED TO FLOOR WITH SIMPSON SDS SCREWS WALL IS ATTACHED TO FLOOR WITH SIMPSON SDS SCREWS 619, 1/4"X4 1/2"3"OIC OR 2 ROWS AT 6"OIC 114"X4 1/2"5"O/C OR 2 ROWS AT 11"OIC �. DATE —DWG WALL Al AND A2 DETAIL WALL A3 AND A4 DETAIL ROFES SI NP 2122(7 1 6/24/20 3c r d H J ¢ O d' LL - a a O 0 PFS/_ APPROVED 0-1 w DATE 7/16/20 w PFS CORPORATION LIOBloomsburg, PA ri VENT AND ROOM FINISHES PELLA PRO-LINE WINDOWS DP ROOM AREA LIGHT VENT ROOM FINISH CALL SIZE � R.O.SIZE LIGHT � VENT � EGRESS SIZE U-VALUE SHGC RATING W C/) *k� REQ'D PROVIDE REQ'D PROVIDED o F-- o LIVING/DINING/KITCHEN 787 62.96 135 31.48 76.7 DRYWALL PAINTED 29 314"x41 314" 58 31 N/A 24 24 50 p 2941 . . . . o r° 3741 37 314"x41 3/4" 7.7 4.1 NIA .24 .24 50 = N FOYER 105 8.4 15.4 4.2 8.2 DRYWALL PAINTED < z a BEDROOM 1 220 17.6 67.3 8.8 41.3 DRYWALL PAINTED 3757 37 3/4"x57 314" 11.3 5.9 3313/16"X25114" .24 .24 50 ? LU BEDROOM 2 141 11.28 11.3 5.64 5.9 DRYWALL PAINTED DOORS O �M L6 �n BEDROOM 3 164 13.12 26.7 6.56 14.1 DRYWALL PAINTED > R.O.SIZE LIGHT VENT U-VALUE SHGC o r <� BATH 1 95 7.6 33.9 3.8 17.7 DRYWALL PAINTED W 3-0 DOOR 1W 2-12"SIDE LIGHT 64112"x94112" --- 20.0 .16 Q Q z o� BATH 2 67 5.36 23.1 2.68 12.3 DRYWALL PAINTED AND TRANSOM cJi� m o w o0 BATH 3 6o44.8 04.8 7.4 2.4 4.1 DRYWALL PAINTED = Co_ PELLA 7281 72"x80 5/8" 22.1 17.7 .24 .24 O o w z�o w SES o o U5wu) ZZ w p IY-w J 1.Exterior windows and sliding doors shall be tested by an approved independent laboratory,and bear a label identifying o manufacturer,performance characteristics and approved inspection agency to indicate compliance with AAMAMIDMA/CSA Whole House Vent Calcu!ation m < a 101/I.S.2/A440. Exterior side-hinged doors shall be tested and labeled as conforming to AAMAIWDMA/CSA I01/1.S.2/A440 or CONSTRUCTION: SEMI-TIGHT :E AMD 100,or comply with Section R609.5.(windows used are NFRC rated) 1st Floor Area(SgFt) 1,121 SgFt 00 w 2.Where the framing material is wood or other approved framing material,window and glass door assemblies shall be anchored u� TABLE M1505.4.3 1 2nd Floor Area(Sq 1,106 SgFt : through the frame:or by frame clip,or through the flange.Anchors shall be embedded into the frame construction to adequately ( ) � �� transfer load. 1st Floor Area Ceiling Height 9 fl MANUAL J TABLE 5A 2nd Floor Area Ceiling Height 8 fl a> _ CONTINOUS WHOLE HOUSE MECHANICAL VENTILATION CQ U DEFAULT AIR CHANGE SYSTEM AIRFLOW RATE REQUIREMENTS 2 tY¢ U) CONSTRUCTION CONSTRUCTION INFILTRATION DWELLING UNIT NUMBER OF BEDROOMS Building Volume(CuFt) 17,816 CuFt # "' Fw- U)p FLOOR AREA OF HEATED SPACE S Ft CFM FOR ONE FLOOR AREA U_ �O O (SqFt) FIREPLACE (squ2rP fact) 0-1 2-3 1 4-5 1 6-7 >7 Air Change/Hr Value 0.28 ACH m O 900 or Less 901 to 1500 1501 to 2000 2001 to 3000 3001 or More AIRFLOW IN CFM Ow Z Q- W Co L TIGHT 0.27 0.20 0.18 0.15 0.13 0 <1500 30 45 60 75 90 (ACH'Volume)160 min=CFM 83.141 CFM o H ui - cn > C45SEMI-TIGHT 0.53 0.39 0.34 0.28 0.25 13 1,501-3,000 45 60 75 90 105 CFM Required per Table M1505.4.3(1) 60 CM O Q �pF NE►Ii y CN p PAUL syO,A� o 0 0 LU' - O J II 2 LU > v U)m Z W �O 09619 DATE DING A9OFES SI NP 6/2020 6/24/20 NOTES: 1 -ITEMS SHOWN ON THIS EXTERIOR ELEVATION ARE FOR ILLUSTRATED PURPOSES ONLY 2-ALL EXTERIOR SIDING ON SITE BY OTHERS 3-ACCESS TO GRADE ON ALL ELEVATIONS IS ON SITE BY OTHERS INDICATES MSS SUPPLIED AND SITE INSTALLED BY SET CREW ** INDICATES SUPPLIED AND SITE INSTALLED BY OTHERS °— J 0 of 0- 0- Of - aOf 0 1 c LU 0 RIDGE VENT" RIDGE VENT" APPROVED w 7/16/20 Lu DATE Lu PFS CORPORATION DECORATIVE"SUN-BURST" Bloomsburg, PA 12 7� DECORATIVE EAVE SITE INSTALLED 12 ALUM.FACIA 7 f--PERFORATED SOFFIT LU p v PERFORATED SOFFI 11 IQT ¢ CD ALUM.FACIA p 7 00 FINISHED CEILING 0 CV OUTSIDE CORNER POST ® ® ® OUTSIDE CORNER POST O=LU <t= UJ C!1 co E. 0 q� Lt — O 0 7M� 5Y Z ;23zq} o rz— u' ¢ LL,M L m0 moo= FINISHED FLOOR ,-ten U) z C,U z m 0 Z C,[If MU)1 IT 11 -1g p O Ln FINISHED CEILING > C!) z W LU pJ Q w If 11 1 11 11p 0 0 o O CO °Z°w ®_ ° U ��- &— ® Z: �U Ui d otf > Ljj FINISHED FLOOR LU 5¢ J t N 0 0 LU GRADE VARIES �0 PORCH,RAILINGS AND STAIRS ARE SIDING SUPPLIED AND INSTALLED m = Cn O L Q PROVIDED AND INSTALLED BY OTHERS ON SITE BY OTHERS z J W j ui LLJ REAR ELEVATION LU w FRONT ELEVATION U j 2i-ii. 11-- < cf) 1--< cf)2X10 BLOCK �(G y a C', Of PAU( O o Q o 3-.131X3"NAILS AT EACH STUD Gj O� Sy �� o Lu Lo O r o Lu o r J 2X6 SUB FACIA Sn _i c m 3'4"X8"PLYWOOD �'� Q? LIJ M 096191 % EMERGENCY EGRESS WINDOW DECORATIVE EAVE/PORTICO DETAIL CoA �FESS NDATE DWG 9P 2/2020 6/24/20 NOTES: 1 -ITEMS SHOWN ON THIS EXTERIOR ELEVATION ARE FOR ILLUSTRATED PURPOSES ONLY 2-ALL EXTERIOR SIDING ON SITE BY OTHERS 3-ACCESS TO GRADE ON ALL ELEVATIONS IS ON SITE BY OTHERS a * INDICATES MSS SUPPLIED AND SITE INSTALLED BY SET CREW J ** INDICATES SUPPLIED AND SITE INSTALLED BY OTHERS 0 a 0 0 Lu RIDGE VENT" > F APPROVED 7/16/20 PFS CORPORATION Bloomsburg, PA ui D -oho O� FINISHED CEILING W d CV 7 ALUM.FACIA O Z PERFORATED SOFFIT Q Fw_- UTSIDE CORNER POST }CO ¢ � Q� �;z RAILINGS PROVIDED AND m :�3: - INSTALLED BY OTHERS Q O� W:o 0 J �O x �� C.7 ZU zrn0 FINISHED FLOOR z O o W 12 g O --I in-� w 5 r— rn FINISHED CEILING W W c z Lu w J OR 00 COQ - C5 ]LU- Z Q} 9— v�o_`n :EEfa FINISHED FLOOR N �U m --J COcoo GRADE VARIES m = U) of, � UJ W SIDING SUPPLIED AND INSTALLED ON SITE BY OTHERS 4'-9' Z W m W p W C) Q U PORCH ROOF TO BE DESIGED BY NY LIENCED PE1RA.PORCH TO BE INDEPENDANT OF MODULES, of- N E►N Y = � 0 lcl� DESIGN,CONSTRUCTION AND INSPECTION TO BE BY LOCAL BUILDING OFFICIAL PAULS O,p CD <Cl 0 3:,T �o W r tiJ r LO Q II Tn L!J J U) (O Z Lu M 096191 DATE DWG 6/24120 ROFESSI \A 2/2020 �� NOTES: 1 -ITEMS SHOWN ON THIS EXTERIOR ELEVATION ARE FOR ILLUSTRATED PURPOSES ONLY 2-ALL EXTERIOR SIDING ON SITE BY OTHERS 3-ACCESS TO GRADE ON ALL ELEVATIONS IS ON SITE BY OTHERS a INDICATES MSS SUPPLIED AND SITE INSTALLED BY SET CREW '* INDICATES SUPPLIED AND SITE INSTALLED BY OTHERS U) J Q 0 0' a_ Q DL 0 LL O RIDGE VENT`* j APPROVED w Uj DATE 7/16/20 � PFS CORPORATION Bloomsburg, PA w � �o o —CD --i r FINISHED CEILING w Q of N o ALUM.FACIA :CO a_ 0-2 Z PERFORATED SOFFIT i Fw- Q- UTSIDE CORNER POST C ui O Qr 3:7: EE Q o o ¢Oz �?o c m� =1 0 FINISHED FLOOR m O o W z M O g Z 12 it O J Ln� 6i �5 FINISHED CEILING W W& 5 Z z LL1 U O J Q w~Q O U En Q d O o U E� in Uj Lu 0 77 Z �--c :E OrfQ FINISHED FLOOR LL J N � f0 LU LU GRADE VARIES } �2 m = U) O LU 4'-0" SIDING SUPPLIED AND INSTALLED ON SITE BY OTHERS Z J OJ W 2ND F" LOOR PRESSURE TREATED DECK BY ?' Z UJ DO i ®UJ _ MODULAR STEEL.ALL RAILING ON SITE BY OTHERS PORCH ROOF TO BE DESIGED BY NY LIENCED PE/RA.PORCH TO BE INDEPENDANT OF MODULES, p m F- LLJ DESIGN,CONSTRUCTION AND INSPECTION TO BE BY LOCAL BUILDING OFFICIAL. Cf) Of 3: in>- LL 0F NEI�i J oLU N PAut S�O� 0O �o _w * o O �o w o Q II m w U Q EMERGENCY EGRESS WINDOW �� 0961 91 DATE DWG AROFESS� NP 2/2020 6/24/20 5b o_ DBL CEILNG PERN¢TER BDAMPER RIG TtHC-SEALEG ANGE EXHAUST FAN BO% RHOOD VENT TOE%TERICR FACTORY NSTALLED J Q O of RIGID PIPE INSTALLED ON SITE BY OTHERS DUCT LENGTH AND SIZE REQUIRED PER M+506.2 Q JD >uffi CEILINGFNLh CEILNG.OISTS RANGE HOOD VENT DETAIL MECHANICAL VENTILATION DETAIL c/FOR FI EPLAC APPRFOR FIREPLACE BLOWER MOTOR GF DATE 7/16/eo D09 PFS CORPORA �,� 7z TO.1 3 lla R Bloomsburg, PA Z U) (C) L)w _ _ Q M MJ� LU / \ SD 1 tom Q �O O � \ I Q� 0 Q22 io F IBJ �N _~ R I \ a~ w C13 d =w \ __-- 9 I�wrn 0 cc — oui 10 \ LIVING DINING ROOM \ 4 �o = w Mc ` I \ TOBSMT$3 =z0 Q F-- LLi J� \ / v —0,1 TO 2ND F LIM S V ISO stn ¢rn C-) SWITCH,WIRE,AND \\ _ —_ - -�z Lit} BOX FOR ON J \ I CEILING FANLIGHT \ to� Z Q} o 0 n i Q O� LU 21 J �U) MO Jp� 2 , P� r w 3i? O O LC:5 Lu Owrnm P I F , GFI I O cat ' 8 \14R i m Q O I \ I P -- I INSTALL WIRE FOR UNDER FI O 4'-103/4" _ ` CABINET LIGHTING 1 I U Cn R KITCHEN—,EK \ �� Q ' R 3t --- El --- I z a U 3:CD B GFI I GFI GFI I W �QJ at c U Q W } > �� J LL = Cf) O_j W General Lighting 0 Lu ? W m HLu Of O 1st Floor 1121x3 =3363 Watts 2nd Floor 11060 =3318 Watts W LLI U� O Small Appliances=3 x 1500=4500 Watts U �;: —j of LL Dishwasher=1 x 1200=1200 Watts Washer=1 x 750=750 Watts Q CO Dryer=1 x 5800=5800 Watts ` Range=1 x 11400=11400 Watts .`[i E Y Z6 Furnace=1 x 1000=1000 Watts �P �.( PA U( s �� O � Subtotal=31331 Watts GO �O 'S p oN First 10 KW of other loads @ 100%=10000 Watts # } # LLI Ln = Remainder of other load @ 40%=21331 x 0.4=8532 Watts ti J Total Calculated Load=18532 Watts < 11 m —tea 2 J U) Required Service size=18532/240=77.2 Amps J Lu co Installed Panel Size=200 Amps Max panel amps @ 80%=160 Amps SOA X96191 DATE DWG ROFEss� NA6/2o20 6/24/20 6 VENT TO ROOF INSTALLED ON SITE BY OTHERS EXHAUST FAN BO% FACTORY INSTALLED I'T °- SEALD RIG ID 0UCT L 1 ICLOTHES I DAMPER I DRYER 1 DAMPER I I Q I I � RIGID PIPE INSTALLED ON SITE BY OTHERS I I DUCT LENGTH AND SIZE REQUIRED PER M1_2 L____JElf a_ CEILING JOISTS CEILING FINISH Q DRYER VENT DETAIL o U- MECHANICAL VENTILATION DETAIL o p w > APPROVED U) = Lu I —— F _�F m DATE 7/16/20 14 4 �1" 0 0 \ W.I.C.#2 I Y _ i� s " "&19 i wo W PFS CORPORATION / a1_ ,LSI 1 I ' LL- _ ___J R P =. w Bloomsburg, PA YA F o 1 /BATH#1 \ LAUNDRY o Z ( I I � 1 \ / w o BATH#21 ~ .o0 \ _ o R P C I / ` 14 w ON /v SV 1 1 & sD �1 of � I 1TOATTIC �:J _ Z:)— ^ LL w R R // S S 20 C2 0~ >Z J! o 13 // Of I QOz E-i of LLJ jo I I T / I /V \ Q Z zolY ZrnW BEDROOM#1 I / / I 1 1 \ I / \ \ 12 0 0 a �(D SWITCH,WIRE,AND '/ R ' I II I \ I I W LLJ U) Z z BOX FOR ONSITE QI \ I BEgR0012 I i I BEDROQJM#3 i o WPS CEILING FAN/LIGHT II ❑ Q SWITCH WIRE AND I I SWITCH,WIRE,AND 1 m Q �O BOX FOR ON SITE BOX FOR ON SITE CEILING FAN/LIGHT1 \ CEILING FANILIGHT 1 TV / U cn PH I I — U LLI U) J � CD Q U W -L 2 0J m x UJ i Lu z J 0w Of LU- OJ V) LL- NOTES:. LNOTES:. p[ o� z WHOLE HOUSE FAN SIZED PER TABLE M1507.3.3(1) pF NE�i J o N N CEO PAUL S�O� O i-: ,T o04 o Lt1 Lu Lo0 m v u- 2� z Lu �610 096191 � DATE DWG °F�ss+ N 2i2o2o 6124/20 6a ELECTRICAL NOTES 200 AMP SERVICE PANEL BREAKER BREAKER CIRCUIT 1 WALL SWITCHES TO BE 48",RECEPTACLES TO BE 14",AND COUNTERTOP RECEPTACLES TO BE 48"(38"VANITY)TO THE BOTTOM OF THE BOX CIRCUIT WIRE WIRE a FROM THE FINISHED FLOOR(HEIGHTS ARE APPROXIMATE). DESCRIPTION SIZE SIZE DESCRIPTION IDENTIF. SIZE SIZE IDENTIF. 2. KITCHEN COUNTERTOP RECEPTACLES SHALL BE INSTALLED IN SUCH A WAY SO THAT NO SPACE OF COUNTERTOP MEASURED ALONG THE WALL AMP VOLT AMP VOL WILL EXCEED 2'-0",(4'-0"BETWEEN 2 RECEPS.)AND NO COUNTERTOP SPACE GREATER THAN 12"WILL BE WITHOUT A RECEPTACLE, 1 SMALL APPLIANCE 20A 110 12-2 12-2 20A 110 SMALL APPLIANCE 2 U) 3. RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG THE WALL SHALL BE MORE THAN 6 FT FROM A RECEPTACLE. 3 REFRIGERATOR 20A 110 12-2 14-2 15A 110 GENERAL LIGHTING 4 4. AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 10'-0"OR MORE IN LENGTH O 5. SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR LEVEL INCLUDING BASEMENT 5 WASHER 20A 110 12-2 14-2 15A 110 DISHWASHER 6 AND HABITABLE ATTICS. d 6. SMOKE DETECTOR SHALL BE INSTALLED IN EACH BEDROOM AND IN THE IMMEDIATE VICINITY OF BEDROOMS,AND WIRED IN SUCH A WAY THAT 7 BATH 1 GFI 20A 110 12-2 14-21 15A 110 GENERAL LIGHTING 8 ACTIVATION OF ONE WILL ACTIVATE ALL.AND WITH NO INTERVENING SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE INSTALLED BY 9 BATH 3 GFI 20A 110 12-2 14-2 15AI 110 GENERAL LIGHTING 10 BUILDER.THEY MUST BE INTERCONNECTED WITH ONES INSTALLED BY MANUFACTURER. O 7 SMOKE ALARM SHALL BE INSTALLED NOT LESS THAN 3 FT.FROM A BATHROOM DOOR OR OPENING CONTAINING A BATHTUB OR SHOWER 11 GENERAL LIGI[TING 15A 110 142 142 15A 1 110 GENEP,AL LIGHTING 12 u_ UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3 13 GENERAL LIGHTING 15A 110 14-2 12-2 20A 110 BATH 2 GFI 14 ui 8. CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR.WITHIN 10 FT OF BEDROOMS.AND INTERCONNECTED WITH SMOKE DETECTOR. COMBINATION SMOKE AND CO DETECTOR MAY BE USED. 15 MICRO WAVE 15A 110 14-2 16 9. ALL FOYERS NOT PART OF A HALLWAY 10'-0"OR GREATER IN LENGTH,AND HAVING AN AREA GREATER THAN 60 SQ FT SHALL HAVE 8-3 40A 220 RANGE APPROVED uJ ui RECEPTACLES LOCATED IN EACH WALL SPACE 3FT.OR MORE IN WIDTH AND UNBROKEN BY DOORWAYS,FLOOR TO CEILING WINDOWS AND 17 DRYER 30A 220 10-3 18 7/16/20 SIMILAR OPENINGS 19 14-2 15A 110 GENERAL LIGHTING 20 DATE 10. CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABLED OR LISTED BY A NATIONALY RECOGNIZED TESTING LAB.THE EQUIPMENT SHALL 21 GENERAL LIGHTING 15A 110 14-2 22 PFS CORPORATION BE SUITABLE FOR LOCATION AND USE AND IN COMPLIANCE WITH ITS LABEL AND LISTING. 11. STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONS,AND EXTERIOR WALLS AS REQUIRED. 23 24 Bloomsburg, PA 12. ALL HOLES THROUGH PLATES IN WALL MUST BE FIREBLOCKED. 25 26 13. ALL CIRCUITS SHALL BE ARC FAULT PROTECTED,INCLUDING SMOKE DETECTOR. 14. ALL RECEPTACLES REQUIRED BY SECTION 210.52 SHALL BE TAMPER PROOF 27 28 xt 15. ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL MUST HAVE CIRCUITS WIRED INTO ELEC.PANEL ON SITE Lu 16. BALCONIES,DECKS OR PORCHES ACCESSIBLE FROM WITHIN THE DWELLING SHALL BE PROVIDED WITH A RECEPTACLE LOCATED NO MORE 29 30 0 � THAN 6'-6"ABOVE AREA SURFACE. 32 o 0 17 WHERE SWITCHES CONTROL LIGHTING LOADS SUPPLIED BY A GROUNDED GENERAL-PURPOSE BRANCH CIRCUIT,THE GROUNDED CIRCUIT 31 Lu of cv CONDUCTOR SHALL BE PROVIDED AT THE SWITCH LOCATION 33 34 0 C.0 18. GARAGES SHALL BE PROVIDED WITH GFI PROTECTED RECEPTACLES(ONE PER CAR),INCLUDING ONES PROVIDED FOR DOOR OPENER 36 Oz z JUNCTION BOX TO BE PROVIDE AND BE WIRED ON SAME CIRCUIT AS SMOKE DETECTOR FOR HEAT DETECTOR INSTALLED AND CENTERED ON 35 of LU GARAGE CEILING.. 37 38 Q w 19. MICROWAVE RECEPTACLE IS INSTALLED IN A CABINET ABOVE THE RANGE.WITH RIGID DUCT ABOVE AND TO BE VENTED THROUGH ROOF TO p>_co EXTERIOR 39 40 O Q t �rn LU 20 NOT LESS THAN 90%OF LIGHTING FIXTURES MUST HAVE HIGH EFFECACY LAMPS ALL BREAKERS SHALL PROVIDE ARC FAULT PROTECTION. z Q} >z 21. RECESSED LIGHT FIXTURES MUST BE IC RATED. o 22. WIRE BENDING SPACE WITHIN AN ENCLOSURE CONTAINING A PANELBOARD SHALL COMPLY WITH SECTIONS E3907.9 1 THROUGH E3907 9.3. u m w o p DWV NOTES: SUPPLY NOTES: ELECTRICAL LEGEND C7 ZU zrno 1. ALL PLUMBING NOT PROVIDED BY MANUFACTURER TO BE SUPPLIED AND INSTALLED Z o uj 1. ALL WATER AND DRAIN LINES ARE STUBBED THROUGH FLOOR ONLY,FOR FIELD COMPLETION. DUPLEX RECEPTACLE p OJ� w ON E BY LICENSED PLUMBER. 2. ALL POTABLE WATER LINES ARE PEX PLASTIC PIPE 220 V RECEPTACLE "-� w F _- 2. ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE. z 3. RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS. $ SINGLE POLE SWITCH w 3. PITCH ON HORIZONTAL WASTE LINE IS 1!8"PER FOOT FOR 3"DIAMETER PIPES AND LARGER. 4.WATER SUPPLY LINES ARE TESTED @ 100 PSI.TEST GAUGE HAS INCREMENTS OF 1 PSI. $; THREE WAY SWITCH cr � Lu W w FOR PIPES SMALLER THAN 3"DIAMETER THE PITCH IS 114"PER FOOT. 5. ALL HOSE BIBS ARE 3/4"NON FREEZING OR DRAIN VALVE TYPE AND ARE BY BUILDER. p o 0 4. ALL PLASTIC-DWV PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0"HORIZONTALLY FOUR WAY SWITCH m p o OR VERTICALLY. PLASTIC-DWV PIPE UNDER 2"SHALL BE SUPPORTED AT 3'-0"INTERVALS. 6. WATER DISTRIBUTION PIPING AND FITTINGS SHALL R,C O N TO ANSI/NSF 61 ® 5"RECESSED CEILING LIGHT Q 7. NO PLUMBING IS DONE IN FACTORY BELOW 1st FLOOR,CONNECTIONS BELOW FIRST FLOOR ARE BY BUILDER. 5. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 8. PLUMBING INSTALLED ON SITE TO BE APPROVED LOCALLY AND FIELD TESTED. FrL FAN LIGHT COMBO 45°WYES,LONG SWEEP ELBOWS,LONG TURN TEE-WYES,6TH,8TH OR 16TH BENDS, O W APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. SHORT SWEEPS 9• EQUIVALENT FIXTURES AND MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY U FURNISHED OR SPECIFIED EQUIPMENT IS NOT AVAILABLE. sQ AC/DC SMOKE DETECTOR u,a� (- PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION AND ON co °D 3"OR LARGER PIPE. 10. 314"MINIMUM HOT AND COLD MAIN SUPPLY LINE TO BE USED(1"FOR 20 DFU'S ANDOVER) WITH CO DETECTOR :E O Q U � 0 6. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS,OR SLIP JOINTS. ACCESSIBLE TRAPS 112"SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES. i JUNCTION BOX z ¢U) U, SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENINGS THE SAME SIZE 11. FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED IN FIELD WITH T] THERMOSTAT - a> AS TRAP. MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL. 0 N JACK Cn O- m 7. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THE FLOOR LEVEL 12.ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES SHALL BE INSTALLED IN THE WATER L Q OF THE HIGHEST FIXTURE IN THAT BRANCH. SUPPLY TO ALL SHOWER AND SHOWER/BATHING FIXTURES. E PHONE JACK N Lu 13. SUPPLY PIPING IN UNHEATED AREAS ® PANEL BOX co CO p 8. MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE: 1-112"PIPE=3'-6"; 2"PIPE=5'-0"; (OUTSIDE WALLS AND CRAWL SPACES)SHALL BE INSULATED. >_ �0 J 3"PIPE=6'-0". 14. FLOOR JOIST NOTCHES MAY NOT EXCEED 116 OF JOIST DEPTH AND MAY NOT OCCUR IN MIDDLE CHIME i DOOR CHIME BUTTON > } C) 9. PLASTIC PIPING SHALL BE PROTECTED WITH 0.062 THICK STEEL PLATE AND SHALL COVER THE PIPE AREA 11/3 OF SPAN. HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR 2"IN FROM EITHER EDGE. CEILING LIGHT z O Lu J WHEN THE PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1-1/2"FROM EDGE OF MEMBER AND 15. SILL COCKS AND HOSE BIBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS. ? LLI m H Q GFI GROUND FAULT CIRCUIT INTERUPTER SHALL EXTEND A MINIMUM OF 2"ABOVE SOLE PLATE AND BELOW TOP PLATES. 16. ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS IN PLANT u~i LU Lu - U PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. O FLOURESCENT LIGHT � > �' 10. DWV PIPE IS SIZED ACCORDING TO FIXTURE LOAD. II-_ 17. ALL FIXTURES ARE TO BE WATER WATERWISE. MAXIMUN FLOW RATE FOR LAVATORY FAUCETS IS 1.5 GPM WP WEATHER PROOF p 11. WHEN REQUIRED BY CODE A 3"VENT FOR A RADON REDUCTION SYSTEM SHALL BE PROVIDED AS Q U A SEPARATE VENT FROM THE HOUSE DWV SYSTEM. AT 60 PSI,SHOWERS HEAD TO BE 2 GPM,FOR SINK FAUCET TO BE 2.2 GPM AT 60 PSI WATER PRESSURE, � � cn LLJ 12. WATER CLOSETS SHALL BE OF WATER CONSERVING,LOW CONSUMPTION 1.6 GALLON PER FLUSH TYPE. AND FOR TOILETS 1.28 GALLONS PER FLUSH. } EXTERIOR LIGHT ��OF NEf�y � o ALL PLUMBING FIXTURES SHALL BE WATER CONSERVING TYPE. 18. HOSE SUPPLIED(IF SUPPLIED)FOR SHOWER OR BATH SHALL HAVE A DIVERTER THAT WHEN WATER �P �q PAUL S O,p O <o L1U 13. ALL MATERIALS LISTED IN TABLE P2608.4 SHALL BE TESTED AND CERTIFIED BY THIRD PARTY IS SHUT OFF REVERTS TO TUB POSITION AND PROVIDES A VACUUM BREAKER WHEN UNDER VACUUM co 20 r yG -� p� (E.G.BATH SPOUT DIVERTER)OR SHALL BE PROVIDED WITH VACUUM BREAKER. * _ _ INSPECTION AGENCY. y , O �o 14. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THE FLOOR LEVEL 19. BATH TUBS AND SHOWERS ARE TO BE LISTED BY AN APPROVED AGENCY. J OF THE HIGHEST FIXTURE IN THAT BRANCH. 20. A WATER HAMMER ARESTOR SHALL BE INSTALLED AT ALL QUICK CLOSING VALVES(WASHER AND Q �� 15. LAVATORIES AND WATER CLOSETS SHALL COMFORM TO:ANSI Z124.3,ASME Al 12.19.1,ASME Al 12.19.2, DISHWASHER),SHALL COMPLY WITH ASSE/ANSI 1010.AND SHALL BE INSTALLED BY BUILDER ON SITE. w cOn ASME Al 12.19.3,ASME Al 12.19.4,ASME Al 12.19.9.CSA B45.1,CSA B45.2,CSA B45.3.OR CSA B45.4 21. THE HOT WATER SUPPLIED TO BATHTUBS OR WHIRLPOOL BATHTUBS SHALL BE LIMITED TO A MAXIMUM F- c 16.EACH LENGTH OF PIPE,FITTING,TRAP,FIXTURE,MATERIAL,AND DEVICE IN PLUMBING SYSTEM WATER TEMPERATURE OF 120 DEGREES F BY A WATER TEMPRATURE LIMITING DEVICE THAT CONFORMS TO �Q 09619 �� SHALL BEAR THE IDENTIFICATION OF THE MANUFACTURER ASSE 1070 EXCEPT WHERE SUCH PROTECTION IS PROVIDED BY A COMBINATION TUB/SHOWER WALVE. o DATE DVVG 22 THE DISCHARGE WATER TEMPERATURE OF 110 DEGREES FT YRWATER TEMPERATURE LIMITING DEVISE THAT CONFM A BIDETFITING SHALL BE LIMITED TO A ORMS MUM ROF ORMS TO ASSE 1070. ES sI NA 6124/20 $ 2/2020 CEILING V.T.R.j ROOF ANTI-SCALD 3 -----__ -- ---3 r- r- ---fi-------- ANTI-SCALD MIXING VALVE t ._j MIXING VALVE WSH 2^ 2-1 i2" LAV LAV LAV '� i 1112" I LAV i LAV SHOWER i i LAV Q T WASHER I I i I I 7/2" I 12" i 112" 1!2° 112" 1114" 11/4" 2" 1114' TUB 112" 112" I -----------1-----------------1------ r1- SECONDLU Lu CEILING BATH 2 BATH 1 I 3" 2 1 112 FLOOR ��% APPROVED Lu DATE 7/16/20 i °C 1 _SUPPLY LINES FOR LAUNDRY BATH t BATH 2 � CEILING I SECOND FLOOR ROOM ANTI-SCALD314" i ------- HOT I PFS CORPORATION MIXING VALVE COLD 3" Bloomsburg, PA x SHUT OFF VALVE 2"AIR ADMITTANCE KSK LAV I VALVE 3" I FUTURE VENT D W SHOWER LAV CAPPED AND KSK i TAGGED I F1I I D.W. j < o 0 FIRST FLOOR 2" INLET 114"�2' o __ _112"__1 -112"_-----_112"_ TO WATER HEATER I cn 0 N TO WATER SUPPLY EI FIRST w C KITCHEN BATH 3 1" BASEMENT 2" 2't 3" 1 112„ : FLOOR oz w tz SUPPLY. SCHEMATIC - NOT TO SCALE BATH 3 BASEMENT M"' > o � � �z 0 ¢Lo �m DWV SCHEMATIC - NOT TO SCALE Q 0 z LU?o cn m� J�oz = c� I zU z i z zoo rn� 1/4 BEND LON I I o 0 25 uj I DOUBLE TURN 114 BEND i I w w u"'i ~z TO 3"VENT I WYE WITH LONG TURN Of p w 0 o THRU ROOF--- I 1/4 BEND LONG TURN I 118 BEND TEE WYE I o o co) TEE TEE TEE 114 BEN I I -------- J- ---------- - --- m Q a -- -- ---- ---- --- ------- -------- TEE- I 0 I I I I U LAVATORY I 2 I WASHER I I SANITARY TEE I Qo 2 (FIXTURE Box TYPICAL HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS d INSTALLATION KITCHEN SINK z ¢} _U ON VENT i iATRA i i 1 1/2" L 1/4 BEND(LONG v6 c�C STACK I II I -------- 2 a'd `Q } I SANITARY SWEEP OR LU � TEE i i i CONTINUOUS I ___ ___ __ _ _ _ __ ___ --- SHORT SWEEP) N m o W 1 114" I I I WASTE U) � I I /8 BEND 0TAIL PIECE FOR IWET VENT cl) i i OVERFLOW IDOUBLE WYE LONG TURN i I z -1 o w U)THRU ONE iAND WASTE 1 112"P-TRAP I WITH 118 BEND TEE WYE c Z2 W m D.F.U.ONLY II I 2"WITH DISH ui z WASHER I TYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS. THESE FITTINGS � >3I I I WILL BE USED TOGETHER OR INDIVIDUALLY TO DRAIN FIXTURES IN o 3I TUB/SHOWER1112"P-TRA i 3" WATER I I I I OR WHIRLPOOL I COMPLIANCE WITH STATE CODES F NE I CLOSET i SHOWER i I OPTION I 3"VENT PIPE TO O PAU y0 ¢o I I I _-_J EXTEND A MINIMUM OF �� S 'p O 3:"4- END � -- - ---------- L - ---- --- -------------- = 18"ABOVE FINISHED Gj ,Z•0 �'G -� o N FINISH_/-- - - Im ROOF LINE * <� * LU U') o FLOOR 3" SANITARY TEE DISTANCE FROM BOTTOM OF� SANITARY TEE ROOF TO BEGINNING OF ¢ J1 REDUCTION SHALL BE 12"MAX. m c5 R CLOSET FLANGE 2"114 BEND 114 BEND 7- LU M LONG TURN LONG SWEEP 2"P-TRAP 1 1/2"P-TRAP LONG SWEEP MAIN VENT VENT BOOT TI FLASHING TEE WYE AND 114 BEND FROM FIXTURES WITH WATER TIGHT SEAL SOA 0961 g'( l�,� DATE DWG TYPICAL INDIVIDUAL FIXTURE PLUMBING DETAILS ROOFPENETRTOVNTPIPEANDROOF 90FESS► �'A2/2020 6124/20 O 0- U- J ¢ 0 Q' a 0 0 w 3"DRAIN FROM 2ND. > 3"DRAIN TO 2ND.FLOOR FLOOR WITH CLEAN-OUT 3"TEE WYE �FS/. APPROVED w 2-V TTO 2ND.FL. 3x3x2 TEE WYE �/ 1 1w ❑ III DATE 7/16/20 PFS CORPORATION 11 AIR ADMITTANCE VALVE Bloomsburg, PA L————J I I� 2"VENT 1 2"P-TRAP I 2"P-TRAP \ / BATH#3 I 4t Uj 0 o Oo W(' d CN �cfl LIVING DINING ROOM Q I 0 z ofw I ~ ap U) ui �� I �Q} oz O / ® ® ® I i m� H o p rn Cn Z O LO� LU 2"P-TRAPI > Of vj z 2"AIR ADMITTANCE VALVE I LLJ � c/) v o rr 1 I J w a ' J FOYER Io o l - m ¢ aJ IJ iI KITCHEN I "'co L--- =/Y\= U I z ¢} z ❑ -- --- Ccn Q :E Fr a # N UJ m U U) cO } m m x U3 0:2 < z W m� J Q O LL PAUL s O,A o �� ~ c o /) 0 CD LU�n �o w o J r 'n ¢ 11 lis w CO H co 096191r DATE I DWG ROFEssl \A 2/2020 1,6124/20 9a Q I- J Q O a_ Q O LL- 20 INCREASER ui 1 1/2"P-TRAP 3x3x2 TEE WYE 3 TEE WYE 2"VENT TEE 3"DRAIN TO 1ST.FLOOR > 3"DRAIN TO 1ST.FLOOR 2"P-TRAP APPROVED w 2"VENT 3x3x2 TEE WYE 3x3x2 TEE WYE DATE En 7/16/20 w PFS CORPORATION Ir u I Q I7 W 1.Sx21NCREASER W.I.C.#2 I ILL==JJL___J a w w Bloomsburg, PA V > W BATH#1 I LAUNDRY N I IL 0 TH#2 0 JA 0 r WLY N �U � d -T-------_, Z 02 2"VENT 2"P-TRAP I I of w I I QLZ Lu i-------- cn >> D co ¢r O¢� 3rn 117 P-TRAP _ LU 11/2"VEl-T ZQ� oz Q OZ w=o O o / I �m2 �0o U zU Zrn=O Z OOW rnvl BEDROOM#1 I I g J�� U:) ¢ LU BEDROOM#2 i BEDROOM#3 o ui o U U U I m Q O I � O I "'U' <cn �UCn z 5; �Q J r N IL � m CD } >- miLn m x CnOJ 0 Lu Q wm� a o ' LU uiu� w cf) oc� o Qu)::. J �F NE1�j -1 O cu t0 �Q'�O PAUL .0 OO o o N oLO O �o w o r J Q II � CO �(J LU H M 096191 DATE DWG 90FEss� N�2/2020 6124/20 9b ATTIC VENT(PER R-806 1SF VENT 1300 SF)REQUIRED=3.71 SQ.FT. 1 114"X20GAX12"STEEL STRAP 8d NAIL EACH RAFTER"' 2ND FLOOR FLOOR RIDGE VENT=.125 SQ.FT./FT. ATTACHED TO FRAMING MEMBERS 3-8d NAILS EACH BAY"' SOFFIT VENT=.053 SQ.FT./FT. WITH 4-8d NAILS EACH SI*2-.135X3 7116"RATED SHEATHING STRIP ATTACH WITH Bd NAILSAT 4°OIC"' RIDGE VENT PROVIDED=5 SQ.FT. Q SOFFIT VENT PROVIDED=4.5 SQ.FT. TOTAL VENT PROVIDED=9.5 SQ.FT. F 1/2"EACH BAY"' J FLIP BACK CONNECTION TOE NAIL TO TOP PLATE j WITH 131 x 3"NAIL @ 12"OIC'•' O DETAIL'C' 1ST FLOOR CEILING off EAVE TO PERIMETER CONNECTION 1114"x12"x20GASTEEL STRAP DETAIL"D" ATTACH WITH 4-8d NAILS cy AT EACH TR •" 2ND FLOOR TO 1ST FLOOR c ATTACH TO EACH OTHER SHIM AT RIDGE AS REQUIRED PERIMETER CONNECTION DETAIL'G' c WITH 2-12d NAILS AT16"O/C"' 2x4 SPF#2 RIDGE LL 2x4 SPF#2 FLIP RAFTER DETAIL"C 1 114"XTAX20 GUAGE STEEL APPROVED LL STRAP ATTACHED AT EACH JOIST FIRESTOPPING cn SIMPSON H2.5 AT EACH RAFTER AT TOP AND TTACH WITH 4-12d NAILS" MATERIAL WITH 7-.131X2 1/2"NAILS"` Lu JOISTTHAN OR QUAL TOIN 0 MPHSIN NEATER 7I1C)I2OOf ( 2x4 SPF#2 COLLAR TYE 30 YR.SELF SEALING FIBERGLASS CLASS C SHINGLE OVER 15# DATE GREATER THAN OR EQUAL TO 100 MPH) SAME SPACING AS RAFTER ROOF UNDERLAYMENT(ASTM D 226 TYPE I))AND 15132"AGENCY RATED ROOF SHEATHING SHINGLE TO COMV WITH ASTM D 225 OR PFS CORPORATION 12 NON HABITABLE SPACE D 1970 WITH ASTM D 7158 CLASS.G OR H,OR ASTM D 3161 S� S� fl � �z �� 7 2x4 STUD GRADE 2x6 SPF#2 RAFTER @ 16"O/C Bloomsburg, PA SAME SPACING AS RAFTER 21N x112" 2x10 SP#1 CEILING JOIST ICE SHIELD 36"WIDE BEARING STRIP-/ DOUBLE TOP PLATE "SIMPSON"MMHC ATTACH WITH FROM EXTERIOR WALL LINE 2x4 SPF STUD GRADE 10dx1 112"NAILS DETAIL"D" ATTACH DECKING I JOTS? 1 a NAl s 24"WIDE OSB WITH 8d NAILS AT 4"O/C 1"AIR SPACE AT EACH RAFTER SHEATHING STRIP 8'-5 314°(fYP.) J R-38 INSULATION WITH � 2x10 SPF#2 RIM JOIST 1 1 I 1 1 X ATERIAL" VAPOR BARRIER LUMINUM DRIP EDGE" II I 2 p 518"TYPE"X"GYPSUM SHEATHING 2x6 SPF#2 SUBFACIA ALT.CEILING CONNECTION AT MARRIAGE WALL 00 — WITH(2)ROWS OF 8d NAILS 3"OIC ALUMINUM FACIA" DETAIL E p N 0.135x3 112"NAIL 12"OIC 2112"x112"BEARING STRIP DETAIL"E" 2112"x1/2" R-30 INSULATION WITH VAPORof BEARING STRIP BARRIER IN DECKED AREAS VENTED SOFFIT" W ch 2-2x6 STUD GRADE 2-2x4 STUD GRADE 1x4 SPF#2 BLOCKING ATTACH MODULE TO MODULE 'fl 7/16"OSB RATED SHEATHING TOP PLATE TOP 0"LONG LAG 0 PLATE pLq>°SB UD GRADE(S) SCREW @ 24LE 2x4 TOP WITH 1 olc FROM EACH =z 2x6 SPF STUD GRADE AT 16"OIC 112"GYPSUM BOARLU 2'INSULATION SIDE OR 12"FROM ONE SIDE Q W/VAPOR BARRIER o FI EBLOCK TO WALL c/7 j 2ND FLOOR I UE NAIL MbIaULE 2x4 STUD GRADE PERIMETER INTO 2x10 C13 E. BELOW w112d NAILS(al }U rn STUD @ 16"O.C. FIREBLOCK PLATE wl Nr 112"GYPSUM BOARD 12d NAILS 12"OIC"' U olc BEFORE ES— G 2 Q w @ UPPER MODULES"' �� z 2x4 STUD GRADE 2x4 SPF STUD GRADECD 2x6 SPF STUD GRADE BOTTOM PLATE 2x6 SPF#2 CEILING RIM JOIST TOP PLATE Q 0 Z �LU? SIMPSON LSTA15 AT 48"O/ BOTTOM PLATE 23132"PLYWOOD 2x10 SPF#2 FLOOR �N J O 2x4 SPF STUD GRADE cn m rn RATED SHEATHING 7 1/2"X7/16"ATTACH 2"RIGID INSULATION FLOOR SHEATHING JOIST AT 16"O.C. �� T-2 314" FIRE BLOCK = ¢w� TO EACH RIM JOIST WITH 2 ROWS O Z U z 2 O OF 8d NAILS 2"OIC SITE INSTALLED` DETAIL"G" DETAIL"I"' � �� z O o Lu g O intwIj ED 2X6 SPF#2 @24"OIC o o Ln MULTI-STORY MARRIAGE LU w U o 7-1 7116"OSB RATED SHEATHING 9"TREADS WALL CONNECTION-DETAIL'F' o 0 0 EXTERIOR FINISH 112"GYPSUM BOARD 1 1/4"NOSING m Q a (SEE EXTERIOR ELEVATION) =R R-21 INSULATION o ATTACH TO EACH OTHER 0 W/VAPOR BARRIER 2x4 SPF STUD GRADE AT 16"O/C o WITH 2-12d NAILS AT16"OIC " 1ST FLOOR �? INFILTRATION BARRIER SHIM AT RIDGE AS REQUIRED Un U) 2x6 SPF STUD GRADE AT 16"OIC 1 1i4TTAC 20 IT STEEL STRAP TO COMPLY WITH ASTM D'226 2r,4 SPF#2 RIDGE as ATTACH WITH 48d NAILS 1/2"GYPSUM BOARD PARTIAL STAIR DETAIL 2x4 SPF#2 FLIP RAFTER AT EACH TRUSS U 1 114"x12"X 20 ga STEEL STRAP 2x4 STUD GRADE = Q U) ATTACHED WITH 4-8d NAILS AT 48"OIC' 2x6 SPF STUD GRADE 2x4 SPF STUD GRADE AME SPACING R RAFTER ATTACH 7 112"x7116"EXT.RATED BOTTOM PLATE BOTTOM PLATE 23/32"PLYWOOD 2x10 SPF#2 FLOOR z NON HABITABLE 2x6 SPF#2 RAFTER 16 01 Q SHEATHING WITH.131 x 3"NAIL AT 6"O.C. DETAIL"B" DETAIL"A° FLOOR SHEATHING JOIST AT 16"O.C. "SIMPSON"MMHC @ FLOOR BAND AND SILL PLATE'•' 10dx1 112"NAILS SPACE LU 2x10 SPF#2 RIM JOIST SILL PLATE&BELOW IN GRADE BRIDGING(OPTIONAL) FLOOR INSULATION PER ENERGY 518"TYPE"X"GYPSUM SHEATHING # N O FIELD BY OTHERS AND PER DESIGN BY R.A.OR P.E. 27x8 P.T.SILL PLATE wl SEALER RES-CHECK REPORT.BY BUILDER"' WITH(2)ROWS OF 8d NAILS 3"OIC } ®_ 1/2" BOLT WITH NUT 4"x8 112"STEEL PLATE FOR 0 135x3 1/2"NAIL 12"OIC R-38 INSULATION WITH R-21 INSULATION m = (� O AND WASHER AT 48"O/C FULL BEARING OF BEAMS VAPOR BARRIER W/VAPOR BARRIER z O TOE NAIL.131x3"NAILS 12"OIC z LU m W 0 FLOOR PERIMETER TO SILL PLATE 4-1 1/2"x9 1/4"L.V.L.FLOOR GIRDER BEDROOM#3 ¢ LU � ' 90"MIN FOR FULL BOLTED WITH 112"BOLT 48"O/C OR WITH Uj 518"DIA.ANCHOR BOLT IMBEDDED BASEMENT OR 3/8"LAG SCREWS 32"O/C(ON SITE)' O "x ~ LU U) IN CONCRETE MIN.7"(7"IN MASONRY) 18"MIN.FOR CRAWL SPACE 3 1/2"STEEL COLUMN-SEE FOUNDATION �� *SIMPSON MAB ANCHOR STRAP 24"MIN.FOR AREAS FLAN FOR SPACING FOR SPACING 1ST FL.FLOO 0 MAY BE USED AS ALTERNATIVE REQUIRING MECH.SERVICESIL Q CHECK LOCAL BUILDING REQUIREMENTS 1 " J 2"MAX.DIA.GRAVEL,4" OF EYV of N CONCRETE PARGING COVER THICK COMPACTED ON NOTE:FOR FOUNDATION AND Y Q Q a WITH BITUMINOUS COATING 6 MIL VAPOR BARRIER FOOTING,SEE SHEET 2A C WITH Sd NAILSAT 4 O/C .� PAUt 0 � PERFORATED DRAIN TILE :-:- .. . .• ... ,.. R•-".: .. �.. . .:.:....- - ATTACH W CO syG W CNI - (( �7 TT x7116"RATED SHEATHING STRIP J—IU�j/ —„ is LO rQ * o LL1 0 FOOTINGS TO BEAR ON #4 RE-BAR CONTINUOUS v Q it UNDISTURBED SOIL MAY BE REQUIRED TOE NAIL TO SILL PLATE FOR ROOF AND ROOF CEILING MEMBERS SEE WITH 131 x 3"NAIL @ 12"OIC'" LuU CALCULATION MANUAL PAGES 1 THROUGH 3 s z FLOOR JOIST SIZED PER IRC 2015 TABLE R502.3.1(2) STUDS ARE SIZED PER IRC 2015 TABLE R602.3(5) 1ST FLOOR TO FOUNDATION �O 096191 DATE DVVG CONNECTION-DETAIL'B' A9o�Ess� NPS 6124120 "I"JOIST WILL BE USED IN FRAMING OF THE 2ND FLOOR AND IN THE AREAS WHERE PLUMBING PIPES ARE INSTALLED 2/2020 EXTERIOR WALLS (SIDE AND END WALLS) ROOF FRAMING FLOOR FRAMING 3 SEC.GUST WIND SPEED=120 MPH a SOLE TO NAIL 135X3 1!2" 16d 2 AT END 2X4 STUD Q FASTENER TYPE OF SIZE OF NUMBER OF ( ) 3 AT END 2X6 STUD FASTENER TYPE OF SIZE OF NUMBER OF LOCATION FASTENER FASTENER FASTENERS LOCATION FASTENER FASTENER FASTENERS STUD TO 2 AT END 2X4 STUD � TOP PLATE NAIL .135X3 112"(16d) 3 AT END 2X6 STUD Q JOIST TO 1 NAIL PER NOM.2" TRUSS TO > GIRDER NAIL .131X3-1/4" OF JOIST HEIGHT TOP PLATE TO NAIL 135X3 112"(16d} 2 AT 12"O/C 2X4 OR EXTERIOR WALL NAIL .135X31,12" 3 TOE NAILED 0 JOIST HANGER MMLU8 8d HANGER 6 NAILS PER TOP PLATE 2X6 PLATE a TO GIRDER HANGER NAIL** HANGER HEADER TO NAIL3 AT EACH END(2X6 OR 2X8) ***TRUSS TO 1 NAIL PER NOM.2" OF Q STUD .135X3 112"(16d) 4 AT EACH END(2X10) CEILING BEAM NAIL 135X3 112" CHORD HEIGHT otf JOIST HANGER MMLU8 8d HANGER 2 NAILS PER HEADER TO 16"O/C ALONG EDGE TO JOIST HANGER NAIL`* HANGER HEADER NAIL .135X3 1/2"(16d) + 1/2" CEILING BEAM TO o JOIST HANGER MMLU8 8d HANGER 6 NAILS PER 2 AT 12"O/C 2X4 OR MARRIAGE WALL NAIL .135X3 1/2" AT 6"OIC o TO HEADER HANGER NAIL'* HANGER WALL TO NAIL .135X3 112" 2X6 PLATE > RIDGE PLATE 1 NAIL PER NOM.2" OF APPROVED w LEDGER NAIL 135"X3 112" 3"OIC DIRECT FLOOR 2 AT 12"O/C 2X4 OR NAIL 135X3 1/2" U) TO GIRDER AT EACH JOIST SCREW 1/8"X 3" 2X6 PLATE TRUSS CHORD CHORD HEIGHT DATE 7�16�2� Lu 32"O/C AT TOP AND BOTTOM WALL TO NAIL .135X3 112" 16"O/C FLIP RAFTER 1 NAIL PER NOM.2" OF BUILT UP GIRDER NAIL .128"X3" STAGGERED.2 NAILS AT END WALL TO 2X PLATES NAIL .135X3 117' FLIP RAFTER HEIGHT PFS CORPORATION ANDAT EACH SPLICE SCREW 1/8"X 3" 16"OIC KNEEWALL Bloomsburg, PA HEADER 1 NAIL PER NOM.2" ADHESIVE PLUS TO JOIST NAIL 135X3 112" OF JOIST HEIGHT DOUBLE STUD 135X3 112" 8"O/C STAGGERED STUD TO NAIL 135X3 112" 2 PER STUD NAIL BOTTOM PLATE 19132"OR 23132" ADHESIVE PLUS6"ON EDGE,12"IN FIELD INTERIOR PARTITION WALLS La C/)SUBFLOOR RING SHANK 131"X2112" + 112" ***TRUSS TO TYPE OF SIZE OF NUMBER OF ¢ o TO JOIST NAIL FASTENER TYPE OF SIZE OF NUMBER OF o CEILING BEAM FASTENER FASTENER FASTENERS 1/2"OR 7116"SUB- LOCATION FASTENER FASTENER FASTENERS = co o N FLOOR TO JOIST JOIST HANGER LUS 8d HANGER 6 NAILS PER !z f rst layyer attached ADHESIVE PLUS 15 GA.7/16"X 2' 6"ON EDGE,12"IN FIELD STUD TO 2 AT END 2X4 STUD Z (first to f(oorjoist) STAPLE ± 112" SOLE PLATE NAIL 135X3 1/2" 3 AT END 2X6 STUD TO CEILING BEAM HANGER NAIL** HANGER (first layer of two STUD TO 2 AT END 2X4 STUD JOIST HANGER LUS 8d HANGER 2 NAILS PER M layer floor sistem) TOP PLATE NAIL .135X3 112" TO TRUSS CHORD HANGER NAIL** HANGER O U)M u i 3 AT END 2X6 STUD ¢� 1/2"OR 7/16"SUB ADHESIVE PLUS HEADER TO 2 AT EACH END 2X6 0 r �7 FLOOR TO JOIST .113 X2" 6"ON EDGE,12"IN FIELD STUD NAIL .135X3 1/2" ( ) '*"JOIST TO TYPE OF SIZE OF NUMBER OF 0 >r RING SHANK 3 AT EACH END(2X8 Q Q z (second layer of two ± 112" z o NAIL CEILING BEAM FASTENER FASTENER FASTENERS -) O layer floor sistem) WALL TO NAIL .135X3 112" 2 AT 12"OIC c/1 w O w�� DOUBLE OR 32"OIC AT TOP AND BOTTOM FLOOR SCREW 1/8"X 3" 12"OIC JOIST HANGER LUS 8d HANGER 2 U ¢oF- 6 NAILS PER (� - co'F- NAI NAIL 128"X3" STAGGERED.2 NAILS AT END TO CEILING BEAM HANGER NAIL** HANGER Z - z 20 TRIPLE JOIST ANDAT EACH SPLICE .135X3 1/2" 2 AT 12"O/C O o w ��' JOIST TO 1 NAIL PER NOM.2" WALL TO NAIL JOIST HANGER LUS 8d HANGER 2 NAILS PER z -i �� 6i PERIMETER NAIL .135X3 1/2" OF JOIST HEIGHT WALL SCREW AND 1/8"X 3" TO JOIST o W < HANGER NAIL*` HANGER 036X3"X6" EACH INTERSECTION > p w F--o GN PLATE **4DC HELIX THREADED 0.1 SHANK BALISTIC POINT GALVINIZED NAIL ICBO ES ER-5426 w **4DC HELIX THREADED 0.1 SHANK BALISTIC POINT GALVINIZED NAIL ICBG ES ER-5426 PLATE _ q' - � J � w� � p 0o CEILING FRAMING WALL TO NAIL 135X3112" 6"0/C TOE NAIL ROOF FINISH m Q 0� FASTENER TYPE OF SIZE OF NUMBER OF CEILING SCREW 1/8"X 3" 12"OIC FASTENER TYPE OF SIZE OF NUMBER OF LOCATION FASTENER FASTENER FASTENERS INTERIOR FINISH LOCATION FASTENER FASTENER FASTENERS O JOIST TO JOIST NAIL .135X3 1/2" 1 NAIL PER NOM.2" U) LLJ v OF JOIST HEIGHTFASTENER TYPE OF SIZE OF NUMBER OF FASTENER TYPE OF SIZE OF NUMBER OF `') JOIST TO 1 NAIL PER NOM.2" LOCATION FASTENER FASTENER FASTENERS LOCATION FASTENER FASTENER FASTENERS r-w NAIL 135X3 112" U �~' Z)PERIMETER OF JOIST HEIGHT 7/16"OR 15/32" 27- ¢07 DRYWALL TO ADHESIVE PLUS24"IN FIELD + OSB OR PLYWD 6"O/C ON EDGES HEADER NAIL .135X3 1/2" 1 NAIL PER NOM.2" STUD SCREW #6X1 5/8" 12"ON EDGE - 112 SHEATHING NAIL 2112"X0.131" 6"OIC INTERMEDIATE (D x LJJ TO JOIST OF JOIST HEIGHT Q J DOUBLE OR 2 AT 8"OIC EACH SIDE +1/2" DRYWALL TO SCREW #6X1-5/8" 12"OIC + 1/2" 518"PLYWOOD 6"O/C ON EDGES N WLI m p � TRIPLE JOIST NAIL .135X3 1/2" CEILING OSB OR PLYWD NAIL 6"OIC INTERMEDIATE Cn U O Cl) 11 " 0.131'' p SHEATHING >- NAIL .135X3" 5 DIRECT EXTERIOR FINISH z J o w PERIMETER TO STUD SIMPSON CREW SDS 114"X3" 2 DIRECT FASTENER TYPE OF SIZE OF NUMBER OF SHINGLE TO SHTG STAPLE 1"X 3/4"X16 GA 6 PER SHINGLE W J H ROOF CEILING FRAMING LOCATION FASTENER FASTENER FASTENERS o LU LLP Co Z JOIST TO 1 NAIL PER NOM.2" z 1 3/4"X16 GA 3"O/C ON EDGES ROOFING .120X2112" 6 PER SHINGLE � > NAIL 135X3 112" 0 7116"OR 15132" 6"OIC INTERMEDIATE NAIL �3 PERIMETER**** OF JOIST HEIGHT N OSB OR PLYWD STAPLE o SHEATHING 1 3/4"X15 GA 3"OIC ON EDGES g cn JOIST TO 1 NAIL PER NOM.2" 0 8"O/C INTERMEDIATE OF NE C/) p N NAIL .135X31/2" JOIST OF JOIST HEIGHT � �� - Q o ILL UJ 5/8"PLYWOOD STAPLE 2"X16 GA 4"OIC ON EDGES �P �� PAU( S O,p O HEADER NAIL 135X3 1/Z" 1 NAIL PER NOM.2" SHEATHING 2"X15 GA 8"O/C INTERMEDIATE G� O , �. p C:) TO JOIST OF JOIST HEIGHT �' G w _ 7116"OR 15132" 1 314"X16 GA 3"O/C ON EDGES * � � ,� � 6"OIC INTERMEDIATE 4 o DOUBLE OR 2 AT 8"OIC EACH SIDE of OSB OR PLYWD w o NAIL .135X3 1/2" + 1!2" LU w SHEATHING STAPLE 1 3/4"X15 GA 3"OIC ON EDGES NOTE: ,r, J TRIPLE JOIST w z 8"OIC INTERMEDIATE LU RAFTER SILL NAIL .135X3 1/2" 2 AT EACH JOIST o=ff 518"PLYWOOD 2"X16 GA 4"OIC ON EDGES 1.FASTENING SCHEDULE IS DERIVED REFERENCING CODE Z w o7 TO JOIST a SHEATHING STAPLE 2"X15 GA 8"O/C INTERMEDIATE PRESCRIPTIVE REQUIREMENTS,TABLE R602.3(1),R602.3(2). ��` �� ~ EXTERIOR PERIMETER NAIL--t 135X3 112" 2 AT EACH JOIST VINYL SIDING INSTALLED ON SITE(LOCAL JURISDICTION) AND WFCM. BUT DUE TO MANUFACTURING REQUIREMENTS �,0R �9619� P DATE DWG TO INTERIOR PER. EXCEEDS SPECIFIED FASTENING. QFESSI N 2/2020 6/24!20 11 SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK 'COUNTY, N.Y, WPB 1000-59=02-05 pUSV� SCALE' 1=20' �yN6 MARCH 13, 2018 JUNE 7, 2018 (BLDG. REVISION) ff� , DWELLING WITH PUBLIC WATER - I thARYoc 9 NG�� 427EST HOLE DATA CM tY McDONALD G£OSCIENCE 2�U / FEB. 7,2018 d( N2 Sro"" fO+�E qgp 4 £L 24.1' 1' DARK BROWN LOAM OL N BROWN CLAY CL 1 £ O BROWN CLAYEY SAND SC N 9' CE 2 _ o«snac PALE BROWN FINE SAND SP iomt. BE RDAaV D�� m EL 11.9' 12.2' = O i 0 N PORCH- o ucix ova DWELUNG o f : , -- - -- - --- - ..- '• --- - Ers "jGlF- AR-CL.rRK PUBLIC WATER WA -iN-IN -FTNE-SAND-6P- - -- - ----� y Li1-}YD-&--tw'° -, -- I � - m DWELUNG N07E.• WATER ENCOUA?ERID 122'86LOW SURFACE - PROPOSEDct FR. HOUSE C KEY FR. GAR. Q =REBAR - ® WELL WELL ® = STAKE = TEST HOLE faze• 10A = PIPE ! =MONUMENT Cra � ' r = WETLAND FLAG w �1.-y �._./MI 0 Q =U7/UTY POLE m v = FR. GAR. 01 =HYDRANT C: FR. ml i09 CP LOT:COVERAGE 'z MND°` r = \ `�� CMF (ALL ROOFEDSTRUCiWiS) I r `.:neseR.�rn 53 h2 TOWN OF SOUTHAMPTON m , �RgL.EL J i LOOT 6,677 sq.f4 855 sq.ft. I 6. 52 2 U R20�m1 '°RKInIG: - SHED HOUSE 33 986 sq.Ft 986/6,677- 14.89 �' PROPOSED: ✓ ��Q FY LOT AREA 6,677 sq.fL lilyl:P C;i�1' HOUSE 1,617 sq.R. 11N tlf� 1748/6677=26.29.R. Sol {� "Zo.W� `N v ED 7,748 sq.ft Y G6 PROPOSED SEPTIC SYSTEM (4 BEDROOMS) 1-1200 GAL 8.0 X 5'DEEP 2-80 X 6'DEEP LEACHING POOL OF NE(V Yb yt`ME7ZC' ' ELEVADONS ARE REFERENCED 70 NA IV 88. , 0GS71NG SANITARY SYSTEM TO BE ABANDONED IN ACCORDANCE WITH SCDHS SPECIFICA71ONS OS03G VIP I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will a^�1�r's abide by the conditions set forth therein and on the permit to construct. The REVIEW ONLY location of wells and cesspools shown hereon are from field observations and or from data obtained from others Date: 7/16/20 1AN0 N.Y.S. LIC, NO. 49618 ANY AL7ERA77ON OR ADDIRON TO THIS SURVEY IS A VIOLA 7701V OF SEC710N 72090F THE NEW YORK STATE PFS CORPORATION PECO C URVEYORS, P.C. EDUCATION LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2 ALL CER77ACA7101VS HEREON ARE VAUD AREA=6,677 S.F. Bbomsbu ,PA (631) 765-5020 FAX (631) 765-1797 FOR THIS MAP AND COPIES]HEREOF ONLY IF SAID MAP OR COMES BEAR THE IMPRESSED SEAL OF 7HE P.O. BOX 909 SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 7RA VELER STREET SOUTHOLD, N.Y. 11971 18-1©2