Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
42019-Z
c�11FF0� 0 Town of Southold 5/31/2018 '-' P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39677 Date: 5/31/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 200 S Oakwood Dr, Laurel SCTM#: 473889 Sec/Block/Lot: 145.-3-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/15/2017 pursuant to which Building Permit No. 42019 dated 10/2/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING (MODULAR)WITH COVERED FRONT PORCH, COVERED SIDE ENTRY, AND UNFINISHED BASEMENT PER ZBA DECISION#7008, DATED 12-15-2016, AS APPLIED FOR The certificate is issued.to Zagarino,Frank of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0080 05-14-2018 ELECTRICAL CERTIFICATE NO. 42019 03-29-2018 PLUMBERS CERTIFICATION DATED 05-07-2018 NRLUMBIN`g U��\- A o ' gnature gU TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE Co" • 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#: 42019 Date: 10/2/2017 Permission is hereby granted to: Zagarino, Frank 200 S Oakwood Dr Laurel, NY 11948 To: demolish existing dwelling & accessory buildings and construct single-family dwelling as applied for per SCHD &ZBA approvals. At premises located at: 200 S Oakwood Dr, Laurel SCTM #'473889 Sec/Block/Lot# 145.-3-3.1 Pursuant to application dated 9/15/2017 and approved by the Building Inspector. To expire on 4/3/2019. Fees: DEMOLITION $804.40 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,480.00 CO -NEW DWELLING $50.00 Total: $2,334.40 , nspector 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 I%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. J /2111-7 New Construction: Old or Pre-existing Building: (check one) Location of Property: Zoo OAODb DP-IV,— l W aFL House No_ Street Hamlet Owner or Owners of Property: } . -ZA C��91)0 Suffolk County Tax Map No 1000, Section I H5 Block a3 Lot , Subdivision / M a OF LALj� P � Filed Map. 2-17 Lot: 6 Pb 11-7 Permit No. Date of Permit. Applicant: Health Dept.Approval: JZ10 /to —®0 S(1 Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: t/ (check one) Fee Submitted: $— !Sb Applicant Signature pf SOUl�®! Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a roger.richert(a-town.southoId.ny.us Southold,NY 11971-0959 '® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Zagarino Address: 200 South Oakwood Drive city:Laurel st: New York zip. 11948 Building Permit#: 42019 Section. 145 Block 3 Lot 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: T. Best Electric License No: 49446-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic IX Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt Ceding Fixtures 5 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt Wall Fixtures 6 Smoke Detectors 1 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 20A Emergency Fixture Time Clocks Disconnect 200A Switches Twist Lock Exit Fixtures TVSS Other Equipment: "Modular House" Notes: 15- ARC Fault Circuit Breakers, 7- Combination ARC Fault/ GFCI Circuit Breakers. Inspector Signature: Date: March 28, 2018 0-Cert Electrical Compliance Form.xls / Town Halt Annex Telephone(631)765-1802 54375 Main Road = Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 " BUILDING DEPARTMENT TONT OF SOUTHOM " D VAY 2 9 2018 DRIFT- -GE, X F I C,A T,I O.l`I. TOWN OF SOE1'I'SOLD Date:- Building ate:Building Permit No. Ly J Owner: of f fL 7-4 &21 t4 (Please print) Plumber: 1�1-13 12WM51 I,4&Af,1D 4E�A 7 By& f (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. �] ers Signature) - Sworn to before me this __. ._-`- day of Yh&,— 20 Notary Public,_'U12County LYNDSEY DIMON Notary Public, State of New York No. 01 DI6156676 Qualified in Suffolk County Commission Expires 11/27/244.9- Z0IS' 3771 Nesconset Hwy 5 d endd mTgy Glenn Hooper Suite 101A BPI/ Certified South Setauket, NY 11720 Offiicece((631)31) 751-7925 Fax(631) 751-7902 Cell (631) 767-8828 Energy Efficient Construction Consulting www.enerav-experts.net Certified Building Analyst I Certified Heating Analyst I Envelope Professional I Suffolk Lic #43455H I Nassau Lic # H18H0050000 Duct Leakage Certificate Permit#: House address: 200 South Oakwood Rd City: Laurel Zip: 11948 Conditioned Floor Area (ft2): 2974 ElDuct tightness testing is not required for this residence as the air handler(s)and all ducts are located within the conditioned space Air Handler in conditioned space? Yes No El Check Test Method: Post-construction test/Total Leakage Rough-in test/Total leakage 2017 ECCC Maximum duct leakage: Total duct leakage: (floor area x.04) = NA CFM @ 25 Pa Test Result: NA CFM @ 25 Pa House PASS x FAIL Company Name: Residential Energy Conservation Company Address: 3771 Nesconset Hwy,Suite 101A S. Setauket NY. I certify that the above duct leakage rates are accurate at time of testing and determined using standard RESNET duct testing protocol. Technician: Glenn Hooper Technician Signature: Date: L4 PI Y - 4 2018 Page 1 B'Fi7_11E XM4G YIfIET. TOWN OF SOUTHOLID 3771 Nesconset Hwy �s denfiz� Energy Glenn Hooper Suite 101A0 BPI/Resnet Certified South Setauket, NY 11720 ®me ����®n ititt,� Office(631) 751-7925 U� Fax(631) 751-7902 Cell (631) 767-8828 Energy Efficient Construction Consulting www.energy-experts.net Certified Building Analyst I Certified Heating Analyst I Envelope Professional I Suffolk Lic# 43455H I Nassau Lic # H18H0050000 Blower Door Test Certificate Permit#: House address: 200 South Oakwood Rd City: Laurel Zip: 11948 Conditioned Floor Area (ft2): 2974 CFA Volume (ft3): 30116 Maximum CFM50 @ 3 ACH = 1505 (3 x Volume/60) Test Result:3-70 CFM @ 50 Pa ACH=J,,/ (CFM-60/V) 402.4.1.2 Testing.The Building or dwelling unit shall be tested and verified as having an air leakage rate no exceeding three air changes per hour.Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2 inch w g (50 Pascals).Testing shall be performed at any time after creation of all penetrations of the budding thermal envelope.During testing, 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weather-stripping or other infiltration control measures 2.Dampers shall be closed,but not sealed,including exhaust,intake,makeup air,backdraft and flue dampers,but not sealed beyond intended control measures. 3.Interior doors,if installed at the time of the test,shall be open 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling system(s)shall be turned off; 6 Heating and cooling systems,if installed at the time of the test,shall be fully open. I certify that the above building leakage rates are accurate at the time of testing and determined using standard RESNET blower door testing protocol and ASHRAE/ASTM E779. Company Name: Residential Energy Conservation Company Address: P.O. Box 1013 Smithtown NY 11787 Technician: Glenn Hooper Technician Signature: Date: D MAY o 4 2018 Page 1 FLA ET'7 Y� TOWN OF SOUTHOLD ���� pFSOpI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) REMARKS: �obC�� �M w. �" ook, / lo�v ftiA �r � vry �+� -o�✓ I m�� I s '� � p;tih�liv �;r't �rrwl:�i✓ DATE l INSPECTOR ��'YOOUHI'l N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ Y] UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE=. DATE INSPECTOR SO(/l�olo N 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPO G [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �Fy Kyl �tYQi Na I Nt DATE INSPECTOR qoov / SOF so cOUNI`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] , ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION /1d /Y)0Q(/114'I ' [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATI04X [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: %en. --w4 W �r Q nriR 00t - �� - h ✓-� c�>� lel V ^V w ve4 DATE g INSPECTOR OF SOUlyolo Cobol TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LOY ELECTRICAL (FINAL) REMARKS: DATE l INSPECTOR r Of SO(/TyO� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. _ [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL A♦ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM RKS: ni n Aa U,;r v © fit - IDA �vlci r -7U- Okal ti f DATE gs INSPECTOR FIELD INSPECTION • • • COMMENTS FOUNDATION (1ST) �i�fr_ ►�► , t1 FOUNDATION (2ND) ROUGH FRAMING& PLUMBING Ie��i' ► 1 INSULATION - STATE ENERGY CODE RZZ lag T D, ol MAN WSWA M,jilli'llilliollill, - J TOWN OF SOUTHOLD, r :_: 1 BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health 1� SOUTHOL%NY'11971 4 sets of Building•Plans TEL: (631)765-1802 'Planning Board approval' FAX: (631)765-9502Survey Southoldtownny.gov PERMIT No. -Check, Septic Form o/ N.Y.S.D.E.C. Trustees CA'.Application Flood Permit Examined 20-11 Single&Separate Truss Identification Form Storm-Water Assessment Form ., (� Contact: Approved !J 20 ; Mail to: Disapproved a/c f /J,2D j jAeAA cam^ QtV �{•/f�rj JVD) Phone: 3)) 83£r�L/z Expiration 20 pectorAPPLICATION FOR BUILDING PERMIT SEP 1 5 2011 Date � % , 2,0 r DIN � -- - -INSTRUCTIONS .. f BUILDING �1^LTE.�kI'1LLgi�9��T�ig�$fie T2.'1'liis®ppIicOaho—nR?U'ST be completely filled in by typewriter or in ink and submitted to the Building`Irispector 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., £Every building'permit shall expire if the work authorized,hasnot 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'applicableLaws,O'r`dinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as hereindescribed.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,'a d'regulations,and'to admit- , authorized inspectors on premises and in building for necessary inspections. Signature,ofApplicant or namif a corporation) 3,�77J�, . Jg0J (Mailing add ess of applicant) State whether ant is owner, lessee, agent, architect, engineer,general contractor,electrician,,plumber or,builder Name of owner of premises RA Jsj K A /ZJ L I a (As on the,tax,roll or latest deed) If applicant is a cooration, signature of duly authorized officer (Name and itle ofcorpo officer) Builders License No. CCyyq to Plumbers License No. 5�7 q 1A Elec'tricians'I;icense No: ,q-Ljq _J Other Trade's License No. {' 1. Lof land which W0or p one: IAU ZODo0J) Jv House Number Street Hamlet County Tax Map No. 1000 Section. "t 5 Block 03 Lot • J Subdivision OF , ! /Zrz_ Filed Map No. -12— Lot, 5 + o f 2. State existing use and occupancy of premises and�i jtended use and occupancy of proposed construction: a. Existing,use and occupancy ZJF It d I bEA) b. Intended use and occupancy �SE AEISI DE ) (-',F- 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition k Other Work " (Description) 4. Estimated Cost Fee z (To be paid on filing this application) 5. If dwelling,number of dwellingunits Number of dwelling units on each floor If garage, number of carstila 6. If business, commercial or mixed occupancy, specify nature and extent of each type of.use. )A 1 7. Dimensions of existing structures, if any:Front q() Rear H Depth 2—2' Height LAA;hCa901�,°,4 Number of Stories Z Dimensions of same structure with alterations or additions: Front NAA x>- Rear. Depth /j lir Height 70 Number of S rl x7�'�% 8. Dimensions of entire new construction: Front, e Rear 60 Depth Height Number of Stories . 9. Size of lot:Front ���1 ' ' Rear 70 J Depth 130 10.Date of Purchase Name of Former Owner ��A71 � �'s'�LL`'�`A'`' ` -2` 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO, V 13. Will lot be re-graded?YES NO_.X Will excess fill be removed from'premises?YES " NO X 2005-VA W000 02. 14.Names of Owner of premises �� 2 MAW Address �� Phone No: Name of Architect�E�Fi� ' �T & ' PSI& Address LIjat.,J i5. Phone No X31�Zc�f3 Name of Contractor6 VInI Ml•lDtv'�i Address-P0, (mac fel$ Phone,No.( ,I-283- 1136 _ t�16Cl 15 a. Is this property within,100 feet of a tidal wetland or a freshwater.wetland? *YES., NO * IF YES, SOUTHOLD TOWN TRUSTEES.&D.E:C.PERMITS MAY BE REQUIRED.' b.Is this property within 300,feet of a tidal wetland? * YES NO_X_ * IF YES,D.E.C.PERMITS MAYBE 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 01'4 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. Sworn to before me this :�2 day of f0l-(3C. C4—20 Q Notary Public /' Signature of Applicant lVotarY PuDebra Keller State OF lVew York ''o. O.IKE6316S•26 Cormnli Quoalified in Suf"Qll`coup ty n'FxPires L)eCemb-, �_ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form NYSDEC Trustees r` Flood Permit Examined 20 1, Storm-Water Assessment Form e ontact: Approved20 Mail to Disapproved a/c Phone , Expiration 2 D 1EC[E0'V[R DD Build' -Inspector �l w AUG 2 9 2016 APPLICATION FOR BUILDIN PERMIT _ ;zo (� INSTRUCTIONS SU'DA an ST be completely filled to by typewriter or in ink and submitted to the Building Inspector with 4 T0QVri� 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) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Owner Name of owner of premises Frank Zagarino (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 200 South Oakwood Drive Laurel House Number Street Hamlet County Tax Map No. 1000 Section 145 Block 03 Lot 3.1 Subdivision Filed Map No. Lot a 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Existing Single Family Dwelling b. Intended use and occupancy Same 3. Nature of work(check which applicable):New Building FOX3arddition 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 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 65 Rear---Z0-Depth 130 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated R-an 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_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 *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 Frank Zaaaronn being duly sworn,deposes and says that(s)he is the applicant (Name of iffc5idiial 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. Swbefore me this V day of �20 Jodi A.Giglio Notary b1i Signature of Applicant Notary Public State of New Yolk r,, ,, York Qualfiad in Suffolk County r, ' ourty No.5005424 Commission Expires APO* "WelN4-C(,mrnrs.ion Expires April 20,20_ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 2, 2016 TO: Frank Zagarino 200 South Oakwood Drive Laurel,NY 11948 Please take notice that your application dated August 29, 2016 For permit to demolish an existing single family dwelling and build anew single family dwelling at Location of property: 200 South Oakwood Drive, Laurel, NY County Tax Map No. 1000 - Section 145 Block 3 Lot 3_1 Is returned herewith and disapproved on the following grounds: The proposed construction on this 8711 square foot parcel is not permitted pursuant to Article XXIII, Section 280-124, which states that on lots measuring less than 20,000 square feet in total size, the minimum rear yard .setback is 35 feet and the minimum combined side yard setback is 25 feet. The proposed construction notes a rear yard setback of 10 feet and a combined side yard setback of 20 feet. Furthermore, the existing accessory buildings are not permitted pursuant to Article IV Section 280-19, which states; "Accessory buildings shall be subject to the same requirements as 280-15 of the Agricultural Conservation District,"which states; "In the Agricultural-Conservation District and Low-Density Residential R-80,R-120,R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear La rd." The existing sheds will be located in the side yard and front ards st n. Authorized Signature Cc: File, ZBA BOARD MEMBERS Southold Town Hall *rif SO 53095 53095 Main Road•P.O.Box 1179 Leslie Kanes Weisman,Chairperson Q Southold,NY 11971-0959 Eric Dantest Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider COU NT`1,� Southold,NY 11971 ����� http://southoldtown.northfork.net RECEIVED D ZONING BOARD OF APPEALS D TOWN OF SOUTHOLD > - DEC 2 7 2016 Tel.(631)765-1809•Fax(631)765-9064 &4"4 DEe 1 9 2016W, nva So hold Town Clerk BUILDING DEPT' FINDINGS,DELIBERATIONS AND DETERMINATION TOWN OF SOUTHOLD MEETING OF DECEMBER 15,2016 ZBA FILE #7008 NAME OF APPLICANT: Frank Zagarino PROPERTY LOCATION: 200 South Oakwood Drive,Laurel,NY SCTM# 1000-145-3-3.1 SEORA 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 to 23, and the Suffolk County Department of Planning issued its reply dated October 5, 2016 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 applicant's property is a non-conforming 8,711 sq. ft. parcel in the R- 40 zone. The northerly lot line measures 130 feet along an adjacent parcel. The easterly lot line measures 65 feet along South Oakwood Drive. The southerly line measures 130 feet, and the westerly line measures 70 feet, along other residential parcels. The property is improved with a single family dwelling, (proposed to be demolished and replaced), a hot tub, (proposed to be removed), and two sheds, 100 sq. ft., and 162 sq. ft., both located in non- conforming front yard areas, as shown,with proposed new 2 story single family dwelling, and proposed new septic system, on the site plan/survey drawn by Jeffrey T.Butler,P.E.,P.C., dated Aug. 15,2016. BASIS OF APPLICATION: Request for Variance(s) from Article III, Section 280-15 and Article XXIII, Section 280-124 and the Building Inspector's September 2, 2016, Notice of Disapproval based on an application to demolish an existing single family dwelling and rebuild a new single family dwelling, at; 1)proposed single family dwelling is less than the code required rear yard minimum setback of 35 feet; 2)proposed single family dwelling is less than the code required combined minimum side yard setback of 25 feet; 3) proposed construction places existing 100 sq. ft. accessory shed in other than the code required rear yard; 4) proposed construction places existing 162 sq. ft. accessory shed in other than the code required rear yard. RELIEF REQUESTED: The applicant requests four variances in order to demolish and construct a new single family dwelling with a Lproposed non-conforming rear yard setback of 10 feet where 35 feet is required by Code, 2. a non-conforming combined side yard setback of 20 feet,where 25 feet is required, 3. and 4. variances to retain a 100 sq. ft. shed, and a 162 sq. ft. shed, located in front yard areas, rather than the required rear yard. Page 2, December 15, 2016 #7008, Zagarino SCTM No. 1000-145-3-3.1 ADDITIONAL INFORMATION: the applicant testified that there was a house on this property before the enactment of Town Code in 1957. As documented by CO Z800 dated Aug. 10, 1960, the existing dwelling was built in 1960. The existing rear yard setback is less than 4 feet, and the applicant has proposed a 10 foot setback for the new dwelling. The one existing non-conforming side yard setback is 5.8 feet, with an existing combined side yard setback of 22.5 feet, and the applicant has proposed a 20 foot combined setback. The applicant received prior relief by the Board of Appeals in ZBA decision#6257, dated May, 19, 2009, in which he proposed to demolish and re-construct a new single family swelling with lot coverage of 23.3%, and a rear yard setback of 10 feet. In that decision the applicant was denied the variances as applied for, and was granted . alternative relief for maximum lot coverage of 22%, and a minimum rear yard setback of 17 feet. Thereafter, for personal reasons, the applicant did not take any action, and so the single family dwelling still exists in its original location. After the public hearing the Board adjourned to the next Special Meeting on December 15, 2016 in order to receive letters from residents on South Oakwood Drive and information from the agent regarding the rear yard setbacks of other properties on the west side of South Oakwood Drive. Letters were received from eight neighbors, all in support of the application, as proposed. The adjacent neighbor to the north specifically expressed support for the 10 ft. rear yard setback proposed by the applicant, because it would maintain his existing views of the Bay. According to the agent's information, the two dwellings to the north of the subject dwelling have conforming rear yard setbacks (61 ft. and 42 ft.) and the two dwellings to the south have non-conforming rear yard setbacks ( 9 ft. and 10 ft.) FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Dec. 1,2016, 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 4267-b(3)( M).Grant of alternative relief for a 15 foot rear yard setback will not produce an undesirable change in the,character of the neighborhood or a detriment to nearby properties. There are 6 dwellings along the south side of South Oakwood Drive, including the applicant's house. Three of the dwellings have conforming rear yard setbacks, and three have nonconforming rear yard setbacks. Grant of the variance as requested,for a 20 foot combined side yard setback, will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties,since the applicant proposes to have a 10 foot northerly side yard setback instead of the 5.8 foot setback that now exists. Grant of the relief for a front yard location for the 162 sq. foot shed and removal of the existing 100 sq. ft. shed will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Although there was no other sheds located in front yard areas that were observed within the immediate neighborhood, the sheds have existed in.their current locations for some time without adverse impact, and there have been no objections from neighbors. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant for a rear yard setback of 10 feet can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could conceivably construct a new dwelling that would have a conforming rear yard. However, documentation shows that non-conforming rear yard setbacks and large front yards, similar to what the applicant proposes, exist in the neighborhood. Additionally, the applicant stated that placing a new dwelling in a conforming location would require the costly removal/reconstruction of his existing driveway and impact the location of a new septic system. The grant of alternative relief allowing a 15 foot rear yard cannot be achieved without a variance. The benefit sought by the applicant for a combined side yard setback of 20 feet where Code requires 25 feet cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance.The applicant's Page 3, December 15, 2016 #7008, Zagarino SCTM No. 1000-145-3-3.1 proposed house will be built utilizing modular construction with standard dimensions, and because of the relative narrow width of the parcel the applicant requires a variance for the proposed nonconforming combined side yard setback. The benefit sought by the applicant for the proposed two sheds located within the front yard area can be achieved by some method, feasible for the applicant to pursue, other than an area variance.The applicant could re-locate the two sheds within a 15 foot rear yard area. However, the applicant testified that he stores equipment in the sheds which could not be easily stored or accessed from the proposed basement area, and no attached garage is being proposed where this type of equipment might be stored. 3. Town Law 4267-b(3)(b)(3). The alternative relief granted herein for a 15 foot rear yard setback is mathematically substantial,representing 57%relief from the code.However,the existing rear yard setback is less than 4 feet. The variance granted herein for a 20 foot combined side yard setback is mathematically substantial, representing 20% relief from the code. However, the substantiality is reasonable when considering the non- conforming 65-70 foot overall width of the existing parcel. The relief granted herein for locating a shed within a front yard area is mathematically substantial, representing 100% relief from code. However, to insure that the southerly side yard is open and accessible to fire and rescue personnel,the 100 sq. ft. shed in the front yard should be removed or relocated to a conforming rear yard location. Additionally, one shed located within a front yard will reduce the degree of non-conformance to the code. 4. Town Law 4267-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 a new septic system will be constructed. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. Although the applicant's family may have owned and improved the subject parcel prior to zoning, the depth of the property could conceivably permit the construction of a new dwelling that is located in conformity with the current code. 6. Town Law §267-b. Grant of alternative relief,for the 15 foot rear yard setback, and the requested relief for the 162 sq. ft. shed and combined side yard setback, is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single family dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Schneider, and duly carried,to GRANT the variance for a 20 foot combined side yard and the front yard location of the existing 162 sq. ft. shed, as applied for and DENY the location for the 100 sq. ft. shed and the 10 foot rear yard setback, as applied for, and GRANT ALTERNATIVE RELIEF as follows: A minimum rear yard setback of 15 feet. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The 100 sq. ft. shed in the front yard will be removed or re-located to a conforming rear yard before a Certificate of Occupancy for the new single family dwelling is issued. Page 4, December 15, 2016 #7008, Zagarino SCTM No. 1000-145-3-3.1 That the above condition be written into the Building Inspector's Certificate of Occupancy, when issued. 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. Before applying for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final site plan, conforming to the relief/alternative relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written 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), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopte 5-0). Leslie Kane Weisman, Chairperson Approved for filing/,? /2016 STO)LA ](\SVA\�C ]E)EZ Scott A. Russell ��� SUPERVISOR }� �, � ,� � SOUTHIIOLDTOWN HALL-P.O.Box 1179 4 ��� �'�� Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 D CHAPTER 236 - STORMVVATER MANAGEME ORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) 15 201 SEP-Z';O-1-017--. : ..-. DOES Tlr-IIS PROJECT INVOLVE ANY OF THE ]FO.Lj ®;,J'MOL D (CHECK ALL THAT APPLY) Yes N E]F2fA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 0H"13. Excavation or filling involving more than 200 cubic yards of material I within any parcel or any contiguous area. ❑[A'C. Site preparation on slopes which exceed 10 feet vertical rise to j 100 feet of horizontal distance- j ❑ v D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ; E]El"E. Site preparation within the one-hundred-year floodplain as depicted -�vaterc-aUFS e: - ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. if you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. = 1000 Date. APPLIC INT_ (Property Owner,Design Profession 1,Agen Contractor,Other) District rn 0 � 8 C7 t NAME ! " a. Section Block Lot FOR NIAL DING DEPAPI'MElNT USE ONLY Contact InlLi-matiorc t— Tcltylgnc �mAc' ./A Reviewed By- - — — — — — — — — — — — y-- - - - - - - - - — - - - Date: Properl'ity Address / Location of Construction Work: — — — — — — — — — — — — — — — — — CAl) it ❑ Approved for anaprocemen Budding Permit. Required — .�.� Stormwater Management Control Plan Not Required A�• �r p�y — — — — — — — — L Aki Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review-) FORM DI SMCP -TOS MaY2014 APP I r Wroperry Professions Agent, ontrdcror,Other) S.C.T,M. *' 1-00-0— apSt CHAPTER 236 [NAM _Stormwater_Management Control-Plan CHECK LISTE Section Block Lot W a S M C P -Plan Requirements; Provide ONE copy of the Building Permit Application Yli ..Y,1111 Date; ° The applicant must provide a Complete Explanation and/or Reason for not providing c °1 A�' all Information that has been Required by the following Checklist! I A Site Plan drawn to scale Not Less that 60' to the inch MUST If tions, Please Provide You answered No or NA to an Item, Please Provide Justification Heiei show all of the following .tell,s; if YES NO NA y��� �Q�ii�'tatTii � > de additional Papei ) _ a. Location & Description of Property Boundaries to: b. Total Site Acreage, A well 111dintained Construction Entrance, c. Existing - Natural & Man Made Features within 500 L.F. Backed Slit Fencing,stabilization of the Site Boundary as required by §236-I7(Cu2). ®61 �� d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. I f. Exist ing & Proposed Contours of the Site (Minimum Z Intervals) I -SIM 14 g. Location of all existing & proposed structures, roads, ` driveways, sidewalks, drainage Improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing & _ proposed structures, I. Location of proposed Swimming Pool and discharge ring. I & OW ). Location of proposed Soil Stockpile Areas). it ✓ ii 60 k. Location of proposed Construction Entrance/Staging Area(s). ;I _ I. Location of proposed concrete washout area(s), li CDn�.Iwr Alta &QeV---:k60 m. Location of all proposed erosion&sediment control measures. ✓ I 2. Sroi mwater Management Control Plan must include Calculations showing DRAINAGE INSPECTIONS ARE REQUIRED that the stormwater improvements are sized to capture,store,and Infiltrate CCilot;irt J01; on-site the run-off from all impervious surfaces generated by a two(21 inch , rainfall/storm event. that the dFainage has beeR 3 Details 8 Sectional Drawings for stormwater practices are required for approval. Items requirinq details shall include but not be limited to; ' a. Erosion & Sedii7tent Controls, b. Constiuction Entrance & Site Access. _ ?(11 c. Inlet Drainage Structures (e,g,catch basins,trench drains,etc.) _ d. Leaching Structures (e.g, Infiltration basins,swales,etc.) r t)13 I.N(.l;`I:I':Itll t) a'r;l�: , 1' QNI..Y "°"'* .. .. ..... . OFSO> OLD 1 Additional Information is Req�re Reviewed & I Stormwater Management Control Plan is Not Complete Appioved By — — — — — — — — — — — — — — — — — — — — — — — - 1 Stormwater Management Control Plan Is Complete. Dole- R' ZT 7 1 SMCP has been approved by the Engineering Department � I FORM ' SWC Teck List - TOS MAY 2014 Town Hall Annex 4 Telephone(631)765-1802 54375 Maim Road �x6�9 2 P.O.Box 1179 roger ric hert[a)tO SOUEn01S ny us Southold.NY 11971-0959 I l��yYl�i�s BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: S Date: Company Name: — T " Le-C-77-C l C_ - Name: License No.: 6 r F Addressko l !LS SF Ck PLO Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: c� *Cross Street `� ctcwoc�® i v�-�., 'Phone No.= ® Permit Na.: �'a.b 101 Tax-Map District: 4000 Section: L Block: ` Lot `BRIEF DESCRIPTION OF WORK(Please Print Clearly I - - (Please Circle All That Apply) *Is job ready for inspection: � YES/(g) - Rough in Final *Do-YOU meed a Temp Certificate: YE NO Temp Information f needed) *Service Size: 1 hase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT RUE WITH APPLICATION 824Requ 'est for Inspection Form { ,Bennett Enterprises, LLC Consijltant Land Planning Permits P.O. Box 386, Wading River, NY 11792 �.. IWBE 1Vew York State/NY NJ Port Authority t. 631.445.5907 e.jodigiglio@optonline.net ,December 28, 2016 RECEIVED !Board of Appeals DEC 3 0 2096 ;Town of Southold ZONING BOARD OF APPEALS 53095 Main Road ��a Southold, NY 11971 i Dear Board Members, As per your conditional approval, attached herewith please find a copy of the Site Plan to be submitted to the Building Department for the Building Permit. We 'respectfully request that you stamp the plan approved. Thank you, Jodi Gi lad ,I �LA 5 -3-3 1 Managing Member oR W-00 Enclosures i D �C�LOd D JAN 9 2097 BUILDING DEPT. TOWN OF SOUTHOLD i I ' I i August 20,2017 Gentlemen , j It has come to my attention , that my neighbor , Frank Zagarino ,200 South Oakwood drive has applied for a building permit for new construction, and demolition of his existing house . I have written to you initially opposing any variance he proposed to you . In looking at his plans , it is my opinion that this modular structure he is planning will greatly depreciate the values of all the other homes on the block . South Oakwood drive consists of colonial , well maintained homes . His proposed structure is just a series of ugly boxes that does not conform to the colonial look of the block . It is also my opinion that this ;structure exceeds the limits of what has been allowed by ZBA. I respectfully ask that these plans be denied , to maintain the values of our homes and the beauty of our block Thank you for your understanding of my concerns regarding the demolition of the existing house , and construction of an ugly modular unit . 1 Also , another concern of mine is that the old home is made of asbestos, and the demolition will present a hazard to me , my children , and grandchildren .. Sincerely, 1 Mr. Vincent Falco 130 south oakwood drive Laurel NY 11948 631-298-3219 a 1 AUG 2 4 2017 1 BUMDING DEPT. TOWN OF SOUTHOLD i I i I I I i i nationa grid I August 29, 2017 I - I . Frank A. Zagarino 200 S Oakwood Dr Laurel, NY 11948 i I Email: faz59 Q yahoo.com;kemsite�hotm�.com National Grid WO#T101990357 v 200 S Oakwood Dr, Laurel Dear Mr. Zagarino: This letter is to advise you that the natural gas service line to the above location was physically di isconnected on August 24, 2017. Please advise your contractor that care should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to this property. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, but not more than 10 working days in advance of starting work, not including the day the call was made. The number to call is either the nationally sponsored"811", or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter of a gas cut-off does not relieve the excavator of making this"811"call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, Colleen Devine Senior Supervisor Customer Fulfillment'Department I i INSIGHT ` 1 Environmental Inc. October 2, 2017 'I i I JIeffrey T Butler P.E., P.C. 206 Lincoln St# 1 1 Riverhead, NY 11901 i I Attn: Mrs. Melissa Butler Re: Asbestos Inspection for Demolition—200 South Oakwood Drive, Laurel, NY 11948 I Dear Mrs. Butler, Pursuant to your request, our office has conducted an inspection for suspect asbestos containing building materials specific to the residential structure scheduled for demolition at the above-captioned address. This inspection was conducted on October 1, 2017. Tjhis letter is to confirm that indeed all asbestos containing material previously identified at the site have been abated deeming the building safe for demolition and/or renovation. Enclosed herewith, please find all supporting documentation and certifications. If you should have any questions regarding this report, or require further assistance in this matter, please do not hesitate to contact our office at your earliest convenience. Respectfully submitted, 1 INSI ENVIRONMENTAL, INC. I Ge a W. Maul I Vice President Project#17-0671 i i �I 74 East Main Street, Suite#1, Patchogue, NY—631.654.2780 fax: 631.654.2781 —www.insightenvironmentaLcom I I, r td LONG PSEG ISLAND Ke make Minns work foryou. i September 14, 2017 Re: Service Demo 200 S. Oakwood Dr. Laurel Acc#969-35-1002-6 & 1000-1 Notification 900000057018 t I Dear Customer: i This is to advise you that the LIPA electric facilities at the above referenced location have been removed. You must also contact National Grid at 516-545-4982 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. I In accordance with the New York State General Business law - Chapter 818, Industrial Code Rules 53, please inform the demolition contractor to notify LIPA- TELCO, Utility Control Center at "811 or 1-800-272-4480, 48 hours prior to starting work to request a mark out of the utility services in the area. If you have any questions regarding the above, please contact me at 516-903- 2161 Very truly yours, Christopher Hawks Design Supervisor PSEG-LI Eastern Suffolk I i Town Hall Annex Telephone(631)765-1802 154375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 '� a BUILDING DEPARTMENT TOWN OF SOUTHOLD May 8, 2018 Frank Zagarino. 200 S Oakwood Drive Laurel, New York 11948 ® I N Placard required before Certificate of Occupancy can be issued. c�-2- TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. JPlumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) I Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) i Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 42019-Z New Dwelling ATTACHMENT A Certifications 2 Zaringo 200 S. Oakwood Drive, Laurel,NY ' STATEgOF�NEIN YC7Rl " DEPARTlv(EfT"OE�IABOR{- ',[prC; ;ASB-5T, :CER7161CATE; l�J�+ �J 1<<F4 .�f�Ff'`Y' '�a;.�_s�',',,.r,f�,y{_�`v::•.i�y> �2-?�''x'i::G`J�f�t; '.I;r.:.i p.e?.k1a'✓P .f�:,p',�y Y"`:�yl., CtAS(E PIRE5 -;. GFATEC(09(18) D_a(NSP(D9118)r ' 1 tvSEJS'C-BE, CARRIEDONASBESTOS PROJECTS6= ,: ,�'s=' :�'� '. _r 'j3.�zr�;����-'�"� _-;r-;%.'r'•�3`'==`,�:;i'�Illlllllllllllllllllllllll(1/ II'I�II'IIIIIII I�II'I'II I II'�II IF FOUND RETURN TO: a EYES BLU NYSDOL - L&C UNIT -o HAIR BRO ROOM 161A BUILDING 12 —o - y HGT 5' 10" STATE OFFICE CAMPUS ° ALBANY NY 12240 N ATTACHMENT B Disclaimer The report attached hereto relates only to those areas required to be tested or areas specifically requested to be tested by the client/customer, and actually tested. The professional opinions expressed in this document are based solely on the scope of work conducted and sources referred to therein.The presented data was collected and analyzed using accepted industry methods, procedures and practices in effect at the time this report was generated. This report represents the levels of asbestos present within the materials sampled at the time of inspection. No inferences regarding other conditions, locations or materials at a later or earlier time may be based on the contents of this report. No other warranty, express or limited is made. Insight Environmental, Inc.'s, liability and that of its contractors and subcontractors, arising from any services rendered hereunder, shall not exceed the total fee paid by the client to Insight Environmental, Inc.for this project. This report was prepared for the sole use of our client.The use of this report by anyone other than our client or Insight Environmental, Inc. is strictly prohibited without the expressed written consent of Insight Environmental, Inc. Portions of this report may not be used independently of the entire report. Should there be any change in the conditions of the areas tested,which takes place after the time of the survey, Insight Environmental, Inc. should be contacted. 3 Zaringo 1200 S. Oakwood Drive,Laurel,NY s ' SEP 2 5 2017 N S I G H T Environmental Inc, TOWN OF SOUTHOLD September 25, 2017 Jeffrey T Butler P.E., P.C. 206 Lincoln St# 1 Riverhead, NY 11901 Attn: Mrs. Melissa Butler Re: Asbestos Inspection for Demolition—200 South Oakwood Drive, Laurel, NY 11948 Dear Mrs. Butler, - Please be advised that on September 19, 2017, Insight Environmental, Inc. conducted bulk sampling for asbestos at the above-captioned residence.This investigation was specific to any materials that are planned to be disturbed by upcoming-demolition of the home. Seven types of suspect asbestos containing materials were identified and sampled from the damaged building. All sampling was conducted in accordance with US EPA recommended sampling practice.Two (2) bulk samples of each miscellaneous material were collected and submitted for analysis by gravimetric reduction/dispersion staining Polarized Light Microscopy (PLM). All Non-friable Organically Bound (NOB) deemed negative by PLM analysis were then remanded forTransmission Electron Microscopy (TEM) analysis, as required by the NYSDOL ELAP certification manual. All samples were labeled and sealed immediately upon collection and remanded to AmeriSci Richmond (ELAP#10984). Results of the analysis indicated'that asbestos is present within the floor tiles listed below: ,.Material .Asbestos% Location :Quantity �,�Coridition: :Friab;le':.. White Transite 8.3 % Exterior 1600 Sq. Ft. -Slightly No Siding Shingles Damaged Transite Flue Assumed Exterior -20 Ln. Ft. Intact No Pipe Mottled 9"x9" 1.4% Beneath carpet —600 Sq. Ft. Intact No Floor Tile and linoleum throughout entire 2nd Floor In 1st-floor'closet ' —18 Sq. Ft. Intact No beneath stairs *Quantities are estimates only and must be field verified for bidding purposes. F ............................................................................. .... ............................................................ .. ...................... .......................... ..... ......................................... ................ . . .................. Insight Environmental, Inc. —74 East Main Street, Suite#1, Patchogue,.NY—631.654.2780 fax: 631.654.2781 Disturbance of this quantity of Non-friable organically Bound asbestos is regulated in NYS under 12 NYCRR Part 56 "Asbestos". Summarily,this will require retention of a licensed NYS Asbestos abatement contractor, independent third party project monitor/air sampling technician, and notification to neighboring properties. Notification to the NYS DOL Asbestos Control Bureau is required, as will a site-specific variance due to proximity of neighboring properties. My office can assist you in both the variance preparation, and project monitoring/air sampling that may be required by the NYSDOL Engineering Services Unit (ESU). Only NYS licensed personnel may enter, contain, remove and dispose of these materials. Air Sampling is required prior to, during, and at the completion of asbestos abatement activities. Enclosed herewith the user of this report will find all supporting analytical documentation and certifications. If you should have any questions regarding this report, or require further assistance in this matter, please do not hesitate to contact our office at your earliest convenience. Respectfully submitted, INSIGHT ENVIRONMENTAL, INC. ;�i org Maul Vice President Project#17-0637 2 Zagarino 200 South Oakwood Drive, Laurel, NY ATTACHMENT A Supporting Analytical Documentation 3 Zagarino 1200 South Oakwood Drive, Laurel, NY AmeriSci Richmond 13635 GENITO ROAD AmERI So MIDLOTHIAN,VIRGINIA 23112 TEL:(804)763-1200-FAX:(804)763-1800 PLM Bulk Asbestos Report Insight Environmental Date Received 09/20/17 AmeriSci Job# 117091726 Attn: George Maul Date Examined 09/22/17 P.O.# 74 East Main Street ELAP# 10984 Page 1 of 4 Suite #1 RE: 17-0637; Zagarino; 200 S Oakwood Drive NY Patchogue, NY 11772 Client No.I HGA Lab No. Asbestos Present Total %Asbestos 1 117091726-01 Yes 8.3 % 1 Location: Exterior;Transite Siding (by NYS ELAP 198.1) by David W.Ralbovsky on 09/22/17 Analyst Description:White/Lt.Gray,Heterogeneous,Fibrous,Cementitious,Bulk Material Asbestos Types:Chrysotile 8.3% Other Material: Non-fibrous 91.7% 2 117091726-02 NA/PS 1 Location: Exterior;Transite Siding Analyst Description: Bulk Material Asbestos Types: Other Material: 3 117091726-03 No NAD 2 Location: Exterior;Roof Shingle (by NYS ELAP 198.6) by David W.Ralbovsky on 09/22/17 Analyst Description: Black,Heterogeneous,Non-Fibrous,Bulk Material Asbestos Types: Other Material: Non-Asbestos 34.3% Comment: Heat Sensitive(organic):23.5%;Acid Soluble(inorganic):42.2%; Inert(Non-asbestos):34.3% 4 117091726-04 No NAD 2 Location: Exterior;Roof Shingle (by NYS ELAP 198.6) by David W.Ralbovsky on 09/22/17 Analyst Description: Black,Heterogeneous,Non-Fibrous,Bulk Material Asbestos Types: Other Material: Non-Asbestos 45.7% Comment: Heat Sensitive(organic):19.4%;Acid Soluble(inorganic):34.9%;Inert(Non-asbestos):45.7% See Reporting notes on last page AmeriSci Job#: 117091726 Page 2 of 4 Client Name: Insight Environmental PLM Bulk Asbestos Report 17-0637; Zagarino; 200 S Oakwood Drive NY Client No. /HGA Lab No. Asbestos Present Total %Asbestos 5 117091726-05 No NAD 3 Location: Exterior;Flat Roof (by NYS ELAP 198.6) by David W.Ralbovsky on 09=17 Analyst Description: Black,Heterogeneous,Non-Fibrous,Bulk Material Asbestos Types: Other Material: Non-Asbestos 8.3% Comment: Heat Sensitive(organic):88.2%:Aad Soluble(inorganic):3.6%;Inert(Non-asbestos):8.3% 6 117091726-06 No NAD 3 Location: Exterior;Flat Roof (by NYS ELAP 198.6) by David W.Ralbovsky on 09/22/17 Analyst Description:Black,Heterogeneous,Non-Fibrous,Bulk Material Asbestos Types: Other Material: Non-Asbestos 3.1 % Comment: Heat Sensitive(organic):93.0%;Acid Soluble(inorganic):3.8%; Inert(Non-asbestos):3.1% 7 117091726-07 Yes 1.4% 4 Location: 2nd Floor Beneath Carpet;Mottled 9x9 Floor Tile (by NYS ELAP 198.6) by David W.Ralbovsky on 09/22/17 Analyst Description: Black,Heterogeneous,Non-Fibrous,Bulk Material Asbestos Types:Chrysotile 1.4% Other Material: Non-Asbestos 47% Comment: Heat Sensitive(organic):30.4%;Acid Soluble(inorganic):21.2%;Inert(Non-asbestos):47.0% 8 117091726-08 NA/PS 4 Location: 2nd Floor Beneath Carpet;Mottled 9x9 Floor Tile Analyst Description: Bulk Material Asbestos Types: Other Material: Comment: Heat Sensitive(organic):31.4%;Acid Soluble(inorganic):32.8%;Inert(Non-asbestos):35.8% 9 117091726-09 No NAD 5 Location: 2nd Floor Kitchen;Cream 1 x1 Floor Tile (by NYS ELAP 198.6) by David W.Ralbovsky on 09/22/17 Analyst Description:Beige/White,Heterogeneous,Non-Fibrous,Bulk Material Asbestos Types: Other Material: Non-Asbestos 42.7% Comment: Heat Sensitive(organic):25.0%;Acid Soluble(inorganic):32.3%;Inert(Non-asbestos):42.7% See Reporting notes on last page AmeriSci Job#: 117091726 Page 3 of 4 Client Name: Insight Environmental PLM Bulk Asbestos Report 17-0637; Zagarino; 200 S Oakwood Drive NY Client No. /HGA Lab No. Asbestos Present Total %Asbestos 10 117091726-10 No NAD 5 Location: 2nd Floor Kitchen;Cream 1x1 Floor Tile (by NYS ELAP 198.6) by David W.Ralbovsky on 09/22/17 Analyst Description:Beige/White,Heterogeneous,Non-Fibrous,Bulk Material Asbestos Types: Other Material: Non-Asbestos 41.5% Comment: Heat Sensitive(organic):28.1%;Acid Soluble(inorganic):30.4%;Inert(Non-asbestos):41.5% 11 117091726-11 No NAD 6 Location: Throughout;Drywall (by NYS ELAP 198.1) by David W.Ralbovsky on 09/22/17 Analyst Description: Brown/U.Gray,Heterogeneous,Fibrous,Bulk Material Asbestos Types: Other Material: Cellulose 5%, Non-fibrous 95% 12 117091726-12 No NAD 6 Location: Throughout;Drywall (by NYS ELAP 198.1) by David W. Ralbovsky on 09/22/17 Analyst Description: Brown/Lt.Gray,Heterogeneous,Fibrous,Bulk Material Asbestos Types: Other Material: Cellulose 5%, Non-fibrous 95% 13 117091726-13L1 No NAD 7 Location: Throughout;Spackle/Tape (by NYS ELAP 198.1) by David W.Ralbovsky on 09/22/17 Analyst Description:White,Heterogeneous, Non-Fibrous,Spackle Asbestos Types: Other Material: Non-fibrous 100% 13 117091726-13L2 No NAD 7 Location: Throughout;Spackle/Tape (by NYS ELAP 198.1) by David W.Ralbovsky on 09/22/17 Analyst Description:Beige,Heterogeneous,Fibrous,Tape Asbestos Types: Other Material: Cellulose 97%, Non-fibrous 3% See Reporting notes on last page AmeriSci Job#: 117091726 Page 4 of 4 Client Name: Insight Environmental PLM Bulk Asbestos Report 17-0637; Zagarino; 200 S Oakwood Drive NY Client No. /HGA Lab No. Asbestos Present Total %Asbestos 14 117091726-141-1 No NAD 7 Location: Throughout;Spackle/Tape (by NYS EIRP 198.1) by David W.Ralbovsky on 09/22/17 Analyst Description:White,Heterogeneous,Non-Fibrous,Spackle Asbestos Types: Other Material: Non-fibrous 100% 14 117091726-141-2 No NAD 7 Location: Throughout;Spackle/Tape (by NYS ELAP 198.1) by David W.Ralbovsky on 09/22/17 Analyst Description: Beige,Heterogeneous,Fibrous,Tape Asbestos Types: Other Material: Cellulose 97%, Non-fibrous 3% Reporting Notes: Analyzed by:David W.Ralbovsky /Jh%L `PVA- Date: 9/22/2017 Reviewed by: *NAD=no asbestos detected, Detection Limit<1%,Reporting Limits:CVES=1%,400 Pt Ct=0.25%, 1000 Pt Ct=0.1 W"Present"or NVA="No Visible Asbestos"are observations made during a qualitative analysis;NA=not analyzed; NAPS=not analyzed/positive stop; PLM Bulk Asbestos Analysis by EPA 600/R-93/116 per 40 CFR 763(NVLAP Lab Code 101904-0)and ELAP PLM Analysis Protocol 198.1 for New York friable samples which includes quantitation of any vermiculite observed(198.6 for NOB samples)or EPA 400 pt ct by EPA 6001M4-82-020(NYSDOH ELAP Lab# 10984); CA ELAP Lab#2508;Note:PLM is not consistently reliable in detecting asbestos in floor coverings and similar NOB materials. NAD or Trace results by PLM are inconclusive,TEM is currently the only method that can be used to determine if this material can be considered or treated as non-asbestos-containing in New York State(also see EPA Advisory for floor tile,FR 59,146,38970,8/1/94). NIST Accreditation requirements mandate that this report must not be reproduced except in full without the approval of the laboratory. This PLM report relates ONLY to the items tested. AmeriSci Job#: 117091726 Page 1 of 2 Client Name: Insight Environmental Table I Summary of Bulk Asbestos Analysis Results 17-0637; Zagarino; 200 S Oakwood Drive NY Sample Heat Acid Insoluble AmeriSci HG Weight Sensitive Soluble Non-Asbestos "Asbestos%by "Asbestos%by Sample# Client Sample# Area (gram) Organic%. Inorganic% Inorganic% PLM/DS TEM 01 1 1 — — — ---- Chrysolite 8.3 NA Location: Exterior,Transite Siding 02 2 1 --- — — — NAPS NA Location: Exterior,Transite Siding 03 3 2 0.232 23.5 42.2 34.3 NAD NAD Location: Exterior;Roof Shingle 04 4 2 0.296 19.4 34.9 45.7 NAD NAD Location: Exterior;Roof Shingle 05 5 3 0.151 88.2 3.6 8.2 NAD Chrysotile Trace Location: Exterior;Flat Roof 06 6 3 0.127 93.0 3.8 3.1 NAD NAD Location: Exterior;Flat Roof 07 7 4 0.170 30.4 21.2 48.4 Chrysotile 1.4 NA Location: 2nd Floor Beneath Carpet;Mottled 9x9 Floor Tile 08 a 4 0.202 31.4 32.8 35.8 NAPS NA Location: 2nd Floor Beneath Carpet;Mottled 9x9 Floor Tile 09 9 5 0.268 25.0 32.3 42.7 NAD NAD Location: 2nd Floor Kitchen;Cream 1 x1 Floor Tile 10 10 5 0.360 28.1 30.4 41.5 NAD NAD Location: 2nd Floor Kitchen;Cream 1x1 Floor Tile 11 11 6 — -- --» --- NAD NA Location: Throughout;Drywall 12 12 6 ---- ---- ---- --» NAD NA Location: Throughout;Drywall 13L1 13 7 --- — — — NAD NA Location: Throughout;Spackle/Tape 131-2 13 7 ---- ---- .-.. ---- NAD NA Location: Throughout;Spackle/Tape 14L1 14 7 — — — _.._ NAD NA Location: Throughout;Spackle/Tape 141-2 14 7 — .--- - — NAD NA Location: Throughout;Spackle/Tape See Reporting notes on last page AmeriSci Job* 117091726 Page 2 of 2 Client Name: Insight Environmental Table Summary of Bulk Asbestos Analysis Results 17-0637; Zagarino; 200 S Oakwood Drive NY Sample Heat Acid Insoluble AmeriSci HG Weight Sensitive Soluble Non-Asbestos "Asbestos%by "Asbestos%by Sample# Client Sample# Area (gram) Organic% Inorganic% Inorganic% PLMIDS TEM TEM Analyzed By:T.Brian Keith Date Analyzed:9/22/2017 Reviewed B ._ Date Reviewed: 9/22/2017 Semi-Quantitative Analysis:NAD=no asbestos detected; NA=not analyzed; NAPS=not analyzed due to positive stop;Trace=<1%; PLM analysis by EPA 600/R•93/116 per 40 CFR 763(NVLAP Lab Code 101904-0)or NY ELAP 198.1 for New York friable samples which includes quantitation of any vermiculite observed(198.6 for NOB samples)or EPA 400 pt ct by EPA 600/M4-82-020(NY ELAP Lab#10984); TEM prep by EPA 600/R-93/116 Section 2.3(analysis by Section 2.5,not covered by NVLAP Bulk accreditation); or NY ELAP 198.4 for New York NOB samples(NY ELAP Lab#10984); "' Warning Notes:Consider PLM fiber diameter limitation,only TEM will resolve fibers<0.25 micrometers in diameter. TEM bulk analysis is representative of the fine grained matrix material and may not be representative of non-uniformly dispersed debris,soils or other heterogeneous materials for which a combination PLM/TEM evaluation is recommended;Quantitation for beginning weights of<0.1 grams should be considered as qualitative only. 117091726 Relinquished By: Date/time: / 17 3 BUILK CHAIN OF CUSTODY AmEmScl RicHwamo Received By DateITime: AMEm SCI 13635 GEwro Row Mia oTHM,VA 23112 Relinquished By: Date/Time: TOLL FREE:(800)476-5227 WWW.AMERISCI.COM PHONE:(804)763-1200 Received By: Date/Time: FAx:(804)_763-1800 INSIGHT ENVIRONMENTAL _ - — --- - - - - 1A►ici Company: , �O y M 74 E Main Street,Suite 1 l.Street Address: Proj Mg!: G�- !VLfJL--�--- - -_ . ._ Proj_#: I7 `C)i'O 3 7- i : Patchogue - State: -NY_. __.?iP�_. _ 11772 �rolk dress; 'Zoo S. 04KOV0Woo Proj State___N ____ ___ Phone: 631-654-2780 Fax: 631-654-2781 Analysis: ✓PLM; Positive Stop; __TEM; +iNY ELAP PLM/TEM w/NOB Prep. I i , Cell: Fax:_ _ -_ ASTM va Dust iMicrocL �Wipe); _ Qualitative;_ OtherSdescribe in comments) - --- E-mail @insightenvironmental.com Verbal Results: Y 1 N s 'Turnaround Time: qq, Material Type: Bulk Dust, Water; Zesults toy Sampled By:' 4,- �'✓� d:Date Sampleecial Instructions or Comments: i D, l=ie D ''` w .;F; - — u. m ,;;:— . , :, — ; I:afi l j `— : , , • �... ;;Loeation . .mss,;• ;p` '*Sam Ie.Descri tion ifust.area Ho eiio6s Area -- .5ff 7w6 C-g tc c� Y .Z cc c, Cc 7 t /L N GST 17-1 F4t)oA-%,0C r< <C t r if 2ND lZ �L �l �/ i4,r� t I r 4- i 4r c f fix-Oc,.� T Olfq c11A-Z.<, l f� 4 7wr 7 RIMC -11.1—pp Ic �. _ 8 PAGE OF AmeriSci,Bulk CoC,rev May 20,2009 ATTACHMENT B Photographic Documentation 4 Zagarino 1 200 South Oakwood Drive, Laurel, NY _ 'a.( S:; 'k..�n,��jY �v -/D`"", , '�-� , Jvs �,'�'v:�k•Itit��#j 'V. T.,.,:x.n'"t., �Ly rN r'.' rl•Q,•'"k:'�. ti•.i";_,i� . '�`� aw -',ti, � ("S`-r`�11:',.� i'�;;.1i''-i.,•,,1?':y'l�`��t t�1'.Y�,.;4'�``...t i`fit; • �L r,l�;:;,,."vj,:��nr",'".}j tt' 3,�'�r4i;- ��r.:"�c'�•`t•.kt>_" 'C°.:vl�::'yi:�: \}tr �.>,� p.iy'v"f:Z, � .. .'4'},�t�V.,:it'i•t'�'k�.,' t_4�r�.�' tt �- `ry.n ,:� f;N Fid;`,�.. `:r..�.•,r t� View of the transite flue pipe at the rear of the structure "N^ 'ii+� t� 4n`�:,fi.��yy_t•n', t A"",y�'K,}r ylti�•�,.��t' ii t,�t n f t'.ry t�%` --*xi ix' J; '`3:t%,�fi,r i}�,���.°•/,�Y`��`e,t,•�.1S i) ''�•�� K - „< i.. w•ri .u,;.,�,�¢ s, asp p��'y t�om�•.. � .. aJ4'J � hr=;Y�, .. , fit, —Ay ,.• t.'A�'!",� mkt; �J'..: : .�� ,���f•„' X a H�` i .ABY fr h,>,. _ •,, `, .�,,�,�,4`,1fp SJ+ •. Jd'A';."i"�'•'X•H{:'�.'.pA..i..r' 1 ' � \'�"''[ � ,�F '�^�, �. 9' ,y +ti r fit•'"• 11 ,: �g.'il>:�v�¢7 `.i�`aht•'•:. `, 'v.R��•���;za f:v Lin a t t Zagarino 200 South Oakwood Drive, Laurel, NY ya �,' -fj Ao� a , vl 6 g�•� �y�.dR 1� V a , ✓x�k 3'�-- - d • kf ';_.� `,6Sr` x s '$ r .3.'-kT`?�9'x..+a'. °".9AS+`•.dg,'y`" 's'",�' "", =' Sa=+ %' •x' rf� y �x S `�a�rf•, i`�w�..e ��' ',Kart.'�4?f' r�c,$'R Y•v .. }`y- e��` � ��^ . .rY,tir s -i.. ;- i5 ri„.:..-. ';!.4.„,_,?-i-. q�"��:� ae,- S1' •,� . -.�,'•�'r ,.ke.r "' ,3. ,�r>t '.!•'?,,f:�i t,` Pv,. �!�::;•: 'k;."Yx;,ra.c„ra; =f 1. ��'t..%e �` f'��. -� - f r.f ,.m-•'-1,•,,•S'`r,..9. r•.s�_ - -;1'•,a�,.'. �',` kr'%i...y •'re`s'", ` .'�. ')d��F{'"r�iG"_�' � ^.��'� �I.` # • -���i'.�� ^tlP�►.91�^-f�ti Ate» .• p��vl.'t x,91 c ar ''3s i� �".'_. ..x ,J i lX t;r, 7/i.��r '>..v% .-^' i.'-`•,,:�:"{� '�.-y$-�`A•a. ,F4"T u -5, a J.,g��' �: '� - �';T-'` %y;� 'a:�rtkr,'s�.t7':wzi„�.'�x-.:"�M a'':-a���?;�a't��.. wt'.•3's°j°w.'''"e=+'J,„-j,.:d. �:7..� 1��Fycs y� - ,` "� -.i6.i tJls .'fir �'-''�•$^• .ya t't d..,; Yay” _• �'".^,",�:t.� '`• ,fix. ^'r '+x�" :yae: •� �o ,.:aef;�.: >;`;�” .a.° y` ��; � : 4rf.=rt Vie,. _ Asbestos containing floor tile in the 1St floor closet beneath the stairs Com`{ ^ �`�t. •�a' rt.- - N,,' 6 Asbestos containing floor the beneath the carpet throughout the 2"1 floor Zagarino ?oo South Oakwood Drive, LaUreZ, NY C•a� � ��a �-fl' a��,,, Ci S0`0'0"0'0`0 0'0 N•x TSy?L �i.`R ♦ff00f0i4o,oe� 5� • e-e e e o`.a fv a r•+� 1' . ...fie,r"f" :�T''r �ip a`" +n"R♦e♦<♦♦♦o♦o t �fee eeese;p t':a:'t✓, ,- • v.+• �---- !}3'�y i'�t�� fe000o000000 0 0♦ >.; 6 a♦ o;�•i , — "�'_— _ i-rr=- ,,� ��• ��� •4d�';�a4•a�':":.004e00004gfgo;,4 ^oi�+:,�" "a _ i F: .'_ .„, - }'�5 '�Rto:tire♦4ef-ee♦o fe qr±t •.!��i`:�' •"r �to�x'�,, � - ., � �' ' �;� "':.___, ;_ •-:•-ice��`� . :�'�-`--kms` t- --j'__.-_�,•.•��' .�-;��;- A�,s "�;:. .•�,. K � .� :'.'ajk,.D°?t}7> '"1• '�"R"v :�. i�.'.y�•,.�,. v�'.h,•.,+�•'y^x<�, ire Vii. .�'g'?k? .,,,,"v���,y• ;k' ";`,r`.:t,"u.'y-°.'.�Y"•3 ,y S�F'¢'aw'.�'{>:.'^c ,:•r. - .. >�a:y'9.�3•�•`P'�. •�' ���., ,�txr.+t.c??' :iJ.:!k +�.sr! l�„•L�.S�aw,:,.z+. .�4:�.X,' sn",? nt i'Uzi'. �': •.;; ;,, ..,,��.+�'^ .aa;� ,�:;..,1;„'f�; a.B'a' `away., 'pJ.. y- L :�: 5;;��"-'�,.,• s;•,.;s._f�,��ct':�s'��..., Lnk�.t��a., i`." ��v�.t ^�".'.#+:�"•,�a�=s6 .:•«7; - "'d�rJ= s y7';ia','�'>�'k��+ ��;r,:r�k�;A'p,sx�"c,'•t'iat:r�^r�J--kYii:� 'r•`u,• �','S?F'';rrr.M'y:��ar;. .���, „, �... '''�. .5...d �-'.�•� .: + X- 'Y`�j�r'r+'o`..�t r✓.s, :.�•�X �:w` �s`+D,�'7�C.,;,,�.�y�r,.� �L 'i., 5v'S?x GJti k_-�•;"ti"-•-:✓ ' "1A' vt'Y .'-3'D` ° ,ani."''� 'm. 5£�34•P7,�+k+'�• "`�`" X'-��'^�d 'r��''. fir. 3 .lj•��,�J�t't'.y,,:1'��• 'a:)�� l�D '9_ ...rK. :. .9�J%� '^� _: ,p;L �y�l.� ' .j��'vr,+;'S}` �'. i �a �, ,�} p/;d ..y �e •De+.r �j '�' "•s�9�':�. s f,�;>`_ Y��i.,�:a'�;;i `°�.�r�" y,� ,awtA�•j7a'g:�a•+,,,'�.,�" r� `t`w's=. .+. -�a%" '�,-s,'..:y;•+:. _ J,?:..crri, •'� rYi•1}'{g;-is.;y u•' x.R.�-'`r'.-e'` >ry,,K,....�M aZLx' *S,x,r,,3is,e i5:z�K ,. ...�,i:�._.�+� •r`��i� `'t..-'_.:�z viz :;�-� :5,;'-s z °.�,s4=^p. View of the asbestos containing transite shingle at the exterior of the home 7 Zagarino 1 200 South Oakwood Drive, Laurel, NY ATTACHMENT C Firm/Personnel Licensure 8 Zagarino I 20o South Oakwood Drive, Laurel, NY 5UR\/EY OF LOT 15 4 P/O 16 "MAP OF LAUREL PARK" N PILED OGTOBER 5, 1x25, MAP No. 212 51TUATE: LAUREL W E TOWN: 5OUTHOLD 5UFFOLK COUNTY, NY S SURVEYED OQ-24-2008 UPDATED 08-12-2016 SUFFOLK GOUNTY TAX # 1000 - 145 - 3 - 3.1 kT=TO: FRANKZAGARINO daor M't oaloo �inGen EL 13 u► 4,0„$78.00 . $ 146900% . %!40 52.�� g"� d-L� 1469°0 � drivewa� EL 12�_ � 24�' asphalt V3 • R UP EGK ° N 24.1' cont -C08 I4.6 6.�f A V► 9� s cont .� 9 9 x'4.1' SQ ° o � p .. !WO O 6'0' ` 9 Q x DECK x Shed = x x x EL 125' -5 v 112.21 X �� s 1406 N shed CanM 130. x G S °0�940"W J EL 12' 0 �ormer�y: Land NoWo um Orten ryesor�C'u1n, rten �y � r thautharlE d oUk tlon or¢ddltlon to a survey — map bearlrig a Ilcareed Iarid surveyor's seal Is a vlolakkm of section'1209,subdlviSlon 2,of the York 5tote F otlon Law. (\ 'only copies From the original of"ll survey marketl with an original of Ne land surveyor§ Stamped seal shall Ue considered to be valla We copies' 'Certifications Indlcated hereon signify that Nis vey was prepared In accordance wIth the ex- Isthg cod.of Practice For Land Surveys-dopptetl ay the New York State As [.tbn of Profess= Land Surveyors Sold!certifl—trone—11 run oniy to Ne person For whom the survey Is prepareq and on his behalf to the title comp-y,gov¢ Ion Ilated hereon,adNO ES: InstlWtion certiNca- tlore ora rat Nareleroble to aoditionel betlwtlons Area = 8,111 S. P. JOHN C. EHLERS LAND SURVEYOR, Area = 0.2000 Acres 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPH I G SCALE 1"= 20' RIVERS EAD,N.Y. 11901 369-8288 Fax 369-8287 REF.C:\Users\John\Dropbox\08\08\08-176.pro Le nor a PROPOSED SITE I WYJ.MM t SITUATE AT: LAUREL, NY ~TOWN OF SOUTHOL.D SUFFOLK=NTY, NEW YORK DO &ALe 5OTM NO.: 1000-145-03-3.1 ZONING DISTRICT. RE51DENTIAL 'R40' U5E: RESIDENCE SITE DATA,• )CI TING: PROPOSED: AREA OF SITE: 8,711.0 S.F. N.G. (0.2000 ACJ AREA OF SUILDINGC5): - DWELLING t982 S.F. (TO BE REMOVED) 1;028 S.F. �' m N COVERED PORCH N/A 84 S.F. `•! m SHED 'A' 33 S.F. (TO BE REMOVED) 0.0 S.F. O i SHED 'B' 100 S.F. (TO BE REMOVED) OD S.F. C� 162 S.F. (NCS 5 rT1 1` D 'C' 162 5 F TL BLDG AREA- 1,2nS.F. 1,274 S.F. i-.. r � SITE PLAN BASED ON ORIGINAL SURVEY BY: 1Y 1 JOHN G. EHLERS, LAND SURVEYOR,NYS LIG No. 50202 6 EAST MAIN STREET RIVERHEAD,NY IIg01 O Q X SURVEYED: 04-24-2008 W z �< < 3'MIN. \j UPDATED: 08-12-2016 TE-5T HOLE 1---1 W _ COLLAR ��\% I DATUM: NAVD88 BY JEFFREY T. BUTLER, P.E. X Z WITNESSED: AUG. 16,2016 O I SURVEY OF LOT 15 AND P/0 16 M I Cj GROUNDWATER ENCOUNTER ®® 'MAP OF LAURFI PARK' AT 125' BELOW GRADE Q FILED OCT. 5, 1925 - MAP No. 212 ®® a � (� l®®® \` EL. 125' GROUND LEVEL 0' COARSE-FINE BRN d LT BRN O SAND,TRADE 5M-FINE GRAVEL, — TRAGE SHELLS b VEGETATION(50 O z APi LICANT/OWNER: EL. 1051 2.0' BELOW GRADE m COARSE TO FINE BRIJWN AND PTH FRANK ZAGARINO E GLEAN z o 200 S.OAKV4000 ROAD GRAYISH 13R"SAND,SOME .. AVEO x ul SMALL TO FINE GRAVEL,50ME LAUREL,NY 11949 N (b SHELL5,OOCANONAL LAYERS OF rrTT� S 6RAY OROANIG 51LT(5P/5M) w z_ EL. 4.5' b.0' BELOW GRADE COARSE TO FINE BR" NO POOL SLP) GND WTR SAND,50ME FINE GRAVEL, ENGINEER: -h a EL. 0.0' TRACE SHELL5(50 SOF PvE�vl- EL. -4.5' 17.0' BELOW GRADE C-0 ZONING INFORMATION: _ RESIDENTIAL DISTRICT(R-40) , DRAINAGE INSPECTIONS ARE RECLUIRED �` Q UPDATED PER ZBA DE(15ION No.-"1008,12-14-20:b _ _ m ;" w _ Contact TOS Engineering at 765-1560 before 2(P c - _ - LOT AREA REQ'MNT: 40,000 50.FT. MIN Backfill, OR Provide Engineer's Certification 010 0 4 EXISTING: 3111 50.FT. that the drainage has been installed to Code, `� ,s s I ONP� PROP05EO: N.G. LOT WIDTH REQ'MNT: 150.0' MIN JEFFREY T. BUTLER, P.E. EXI5TING: 65.0' EROSION &SEDIMENT CONTROLS Q PROP05ED: N.G. Shall include but not be limited to: O A well maintained Construction Entrance, LOT DEPTH REQ'MNT: 115.0' MIN- a Wire Backed Silt Fencing,stabilization& ? F ' EXI5TIN& 130.0' PROPOSED: N.G. Seeding of exposed and/or inactive soils. O Q YARD REQUIREMENTS: APPROVAL OF STORMWATER MAN GEMENT (y- FRONT p COMR, PLA -To FRONT YD SETBACK REQ'MNT: 35.0' MIN Date: 2 /� ode Ch to } EXI5TIN& 55'-11" PROPOSED: 81.9' Approved by: . . m 51DE YARD 5ETBAGK REQ'MNT: 10.0' MIN � zQ O z c EXISTING: 5'-T' ED Q < L � PROP05ED: 10.0' (/T--rP166L 5Y5TEM: �'' Q o z d- o (NOTE: 1.2' AT NORTHEAST CORNER) O � I - 1000 GALLON SEPTIC TANK LU CUMULATIVE SIDE YD 5ET5K REQ'MNT: -25.0' MIN 2 8' DIA x 6' DEEP LEACHING TPEOROL O EXISTING: 22'-5" 31-0" MIN. ABOVE GROUND WA ►--� O O �' PROP05ED: 20.0' (RELIEF GRANTED) (4 BEDROOMS) Z `. (NOTE: 1.2' AT NORTHEAST CORNER) z R40 ZONING SETBACKS - < O C/) D O i REAR YARD 5ETBAGK REQ'MNT: 35.0' m EXISTING: 35 N 1— LLL PROPOSED: 15.0' (RELIEF GRANTED) O v O LIVING (FLOOR) AREA REQ'MT: b50 5Q.FT. MIN 10' MIN. (W/ BASEMENT) 15' MIN. O u EXISTING (TO BE REMOVED): z Ist FI.: 982 50.FT. 2nd Fl.: 4b2 50.FT. 3 CD TL: 1,964 SQ.FT. / F-1 8� 6 O PROP05ED: 15t FL.: 1025 50.FT. z I-- 2nd FI.: 1,028 SQ.FT. ^C 1 10'MIN ULU - 2nd 2,05b 50-FT. m `E.P. i i- FAOE : LOT COVERAGE,MAX ALLOWED: 20% (1,142 50.FT) \ ►n ` L.P. EXISTING: 14.66% (12'1 SQ-FT) / C� PROP05ED: 14.63% (1,214 50.FT.) c BLDG HT/STORIES ALLOWED: 35725 MAX EX�IN6 WATER MAIN w EX15TING: 21'-0"/2.0 PROP05ED: 2I'-0" /2.0 TYPIGAL PLOT LAYOUT NO GALE � f 2 x o� EX. ENTRY \ EX. SWR 9 \\, 'TO BE REMOVED (TBR) ........ CIl ;0 x EX SHED 'G' x �Q EX. FENGE(5) TO REMAIN \ TOBE REMOVED p AREA: 160 5.F. X / O '% • , o / x EX SHED 'B' % •©) ••EX. WD\ ,DECK TO BE REMOVED� AREA: 100S.F. LOT 14 X: LAND N/O/F EX. GONG. T HOT T GREGORY BAUMGARTEN $ TO BE TUB .'•� ' •�`''� LYNN BAUMGARTEN LAND N/O/F REMOVED CTB .;EX. GONG.: .IMPROVED PATRIGIA F. MEGARTHY \ (TBR) IMPROVED (I EI PUBLIC, HATER X PUBLIG HATER •Q x �/ ,, � k 12.Ox � 6 J o -Q 5TORM DRAINAG 51 (PROVIDED FOR PROPOSED DWLCG, F EX. SHED DRIVEWAY RUNOFF) USE: EXISTING SANITARY SYS M I - 8'4) x 4' LIQ, OP STORM HATER LE ABANDONMENT BY REMOVAL TRAFFIC BEARING SLAB • OPEN COVER EX15TINO SY5TEM TO BE ABANDONED BY REMOVING ALL (J10 INTERGONNEGT AS 5HOHN RE51MAL 5EWA6E HA5TE5 BY A LIGEN5ED WA5TE HAULER, • SEE DETAIL, DWG No.2 REMOVING THE ENTIRE 5TRUGTURE(5),BACKFILLING WITH O , SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. � O o LOT 16 O, � (� 0$ LAND N/O/F O, V LINDA M. FAL60 4 VINCENT FALCO 0• / /�f� / IMPROVED PUBLIG HATER ' S � 25x / -• . • '�� A�0 PA'/EMENT PITCH . 690 PROP05ED 50 UTILITY "ry METER MGK 12.5x PROP05ED - BASEMENT ENTRANCE � f W AREA, 152 5Q.FT. PROPOSED \ W �- 2 STORY FRAME \5 51NGLE FAMILY RE51DENCE \63 a s o AREA: 1,026 S0.FT. FIN. BE ' •Q — — — NO SURFACE WATERS WITHIN BASE 300 FEET of PROPERTY LINE (W/ MENT) LPA•✓✓/ NO HELLS WITHIN 150 FEET \ \ I OF PROPERTY LINE 5, LAND N/O/F \��N1\N 3 2 PATRICIA F. MGGARTHY PROP05ED W\ IMPROVED COVERED ENTRY \�� PUBLIC HATER AREA: 84 S0.FT. ��• EX SHED 'G' Q TO REMAIN q� • ' o AREA: 160 S.F. O °� CA NO SURFACE WATERS HITF 300 FEET OF PROPERTY L 5 ,REP`R 0$,�O NO HELL5 HITHIN 150 FEE 3 S69 OF PROPERTY LINE 0 12.Ox r SITE PLAN - PROPOSED HOF 10 5 O ID w<> 20 30 GRAPHIC SCALE 1" = 10'-0" THESE DRAWING-r--AND ACCOMPANYING SPEGIFIGATIONS,AS INSTRUMENTS OF SERVICE,ARE' XGLU5IVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLIGATiO,. 1LL BE RE5TRIGTED T I TEST HOLE PPOP05ED 51TE PLAN: 25 _ _ BY-EFFREY T.BUTLER,P.E. --• WITNE55ED: AU6. 16,2016 SITUATE AT: _ LAIREL,NY 9ACAVA4710N IMPgOT1 N om OF sdmLD _� , TSllFFOLK COUNTY NEW YORK PON ANI � � � 6ROUNDWATER ENCOUNTER >t° IMat7rtuck Park District Beach �Q AT 125'BELOW GRADE is v 5GTM NO.: 1000-1453.1 LMP -- - ZONING D15TRIGi:RE5IDENTIAL 9z4 ' � � � "' _ EL.123' 6ROUND LEVE 0 USE:RE51DE E t « COARSE-FINE BRN 8 LT BRN SAND,TRAGE SM-FINE GRAVEL, T d TRACE SHELLS e VEGETATION(5P) 51TE DATA: EXI5f1N6: PROPOSED: ' = _ r \ EA C) AREA OF 51TE: B,, S.F. NL. : , p GON G BAY 0 � � � k� EL. [1Qp�U 2AcoA�RSE�ro F�sRot w AND (02000 AGJ = ►•T3 v GRAYISH BRONAI 5AND,50ME La In f 5 SMALL TO FINE GRAVEL,SOME AREA OF ElUILDIN6(5): O SFEtls,ocGA51oNAL LAYERS or DWELLING igb2 5.F.(TO BE REMOVED) 1,026 S.F. GRAY ORGANIC 51LT(5P/5M) COVERED PORCH N/A 84 S.F. F eru _- EL.45' N I50 BELDW GRADE SHED'A' 33 5.F.(TO BE REMOVED) OD 5,F. _- ' ® S ( GOAR5E TO FINE BROM 5I$D'B' 100 S.F.(TO BE REMOVED) OD 5.F. = � �N L SAND,SOME FINE GRAVEL, , , d) ® SHED G 160 S.F. 160 S.F. _m EL.OD' TRACE SHELL-5 L5(SP) TL BLD6 AREA: 1275 S.F. 1,272 S.F. rc, _ =1-��i%at rQ� - = p ,�. a. 4s' nD'BELOW GRADE eater Une(s) MUS Beg � nt� �� Ij v�� _ - - .- _ -- _ _ '—� X U_ o c ec;.0 , �� SI silk Ccunn Dept. c t'� �rg''p� ���s,��� - -r = - _ _ � o� F Dept. 7 u�,.,a th Oee ti 6 -ve�• _ - - _ _ _ - - - __ R� tL.l O CaI2-570 �o 'Hours, a^� ) �yByp try _d) ® Q0 \ 9 �.Ai"'v7HeJltltlisd) IL hedule Inspection(s). • v ca ! @ No WB15 YIITMN 60 FEET O (V :a OF TY LINE » LOCATION MAP: � � Ui WT TO 5GALE r -'�� � � ��, �- No suRFACE h64TeL5 wrnllN �-., Uv„•� � � � .. < 300 FST PROPERTY LIKE a;9 eE, 'a P`�� E a _ ' -M _ .:- tw E•.:ids F�+u�,-t�f�"`''�� t— G RAD. FROPOSED �'° LINE / SYMBOL LEOEND - 50 FEET ESAAM SLABW50T A6 awns LEnra�+s paa / $ N0 err LI PROPERTY LINE ��F r�¢ ���t1 oto o DETALL fTHs t � ��,$ / cn y ® NO SIIRFALE WAT1325 WTITIIN 51=fBAGK LINE — . . . . ��'� o it O °V / 300 MET OF PROFERIY LINE o ` oo ® EXI5TIN6 TO BE ............................ Lor Ib ® ED i LAND NCIF EMSTMG TAP LIWA M FALGO��FALCOx��'• _ prLvt�_uY k �. (VERFY IN FIELD) ® WATER PUBLIC KAT92 fit, O jIA IK SANITAR f SEWER 493 oo$� PRWO� �a ;��co-%9 •q M / rF"ui_111,19 DRY M M FENCE X X ~�S X93 MEN W scar ummP E I� Wo e7 UNDERGROUND ELEGTRIG U6 U& � APPLICANT OWNER: y / TET •JGLBF�S �SP�fo d' eq FSE6aa ;' �TlEE�_ d>jsLWI Ea o_ Uv � FRA ZRGARINOFROPOSM 1�L� 25TDRYP M M �'� �Ef'ue "s3)��t�r7p�) a 3_Aje a3nmt Pi8 17�](� 200 OA��'WOOD ROADSMILE FRILLY RESM0 j IYj �'✓ s n � �r 5�" roc ,NY IIg4Gi ai • 1 th 0 PR€V W / _ mbri& s 0 V o Z / -�q z LU (/ /sb � a � �9� � ��� I-1000 GALLON SEPTIC TANK o \ - � DSx A� 9� 2-8'DIA x b'DHT'LEACHING POOL w p St ARM=D SM. bd `Fi•� /9 0 tp 0 1 , Ds. �I g� ) � �< 3'-0'MIN.ABOVE 6ROUND WATER I rTNae.a� \ Q 6t7 "'!< did ' �, (4 BEDROOMS) O Q \ �F x ® G Yy✓ www dignetnycli.com PROPERTY LINE a O Q t►� LANE) 14 of NI W Yoa C11Y or z R40 ZONING SETBACKS Z .. O 6REBORY BAUM5NZIEN e I n www ca11811 coin f E"'I Q/ LAND N/O/F ' / LYNN BANM6ARTEN &KONG I�,ANn Z PATRICIA F.McGARTHY vd Abp' • IF1PR(JVm (for other states) 1--I Q,� o d3 PBLIC,IMPROVED � LL_ d3 FFZFOSW �' �-���' S'�'Tt T PUBLIC WATER 800-212-4480 811 ,o, D14E1.1-1N8 15, $ N°P43 et AR 0 b EA:160 5P. .10 (900-212-44601 (911 sTs7m o ° PROPOSED SN0�WELL ( ARo SM�t0a FOR 4 MIN rw/eASE�rrr) MIN. � � 0711O s. Liss 1 NO S WITHIN 150 FEET O 13� I-1,000 6,AL.93-W TAM - � O 2-OV u 6'EFF.DEM SAHMARY LEAC49W POOLS OF PROPERTY LIKE - r Bylaw,excavators and contractors working In For safety reasons,homeowners are 5 MWNfATN GRADE WTtON 20 SANITARY SYsraq a Q z F- IO9MME WATT y�N rS1 5 N E�Al510N sr�o the five boroughs of New York City and Nassau strongly encouraged to call as well � 8• o O 300 FET OF PROPERTY LINE W� ��.CTT��M�AW�oUr and Suffolk Counties on Long Island must when planning any type of digging on � �M/y 10' TgafgTEXPECTED crg¢PIR SArpTAdaYpgl61,1 contact DigNet,1-800-2724480 or 811,at their property.Homeownerscari i �T' MIN N a EL OM least 48 hours but no more than 10 working contact us directly at 1-800-272-4480 g (� � ��. 51RVEY OF LOT 15 AND P/0 Ib 6ROUH%4ATER PER TEST€OLE•EL oA � pts T 7 A�T MTALL CRoS�V>�PIPE EMMEM LEACHI 9 POOLS days(excluding weekends and legal holidays) or by calling 811,the national call `/ �� MAP OF LAUREL PARK' O SITE E PLtiL V - prior to beginning any mechanized digging or before you dig number For excavation (�• I FILED OGT.5,1925-MAP NO.212 'IN excavation work to ensure underground lines work completed on personal property,it / M. 9°�$ O PROPOSED €�WELLS€�€€IM €�T are marked Excavators and contractors can is the contractor's responslbllliy-NOT 51TE PLAN BA5ED ON ORIGINAL SURVEY BY:DQ` S 6 OF PROPERTY LIE also submit locate requests online,through the homeowner's--to contact DigNet ,JOHN G.EHLER5,LAND SURVEYOR,NYS LIG No. 02 W 5URFALE WATERS MIN ITIC If you do not currently use ITIC,please Having utility lines marked prior to EX WATER A N W 6 EA5T MAIN STREET RIVERIM,NY 11901 20 10 0 20 40 300 MEET OF PRDFBM LINE call 1-800-524-7603 for more information digging is free of charge 5 - - SIIR*YED:09-24-200b,UPDATED:0&12 2016 6RAPHIG 5GALE I"=20'-0° MMIQ& of 2 DATUM:NAVD85 W SCALE FE. MPACTION NOTES: COVER TO6RADEIF s FOR u6rABLE sous WnI1 LLb TIM r�O PSF wlESION oR 0.TIMAIE BEARINYa cAPAc1m Z DROP'r'15 16ED ON INLET ' OF LF55 THAN 500 PSF,6EOTF� U FABRIC SHALT_BE INSTALLED IN ALL UTILITY Afro www dignetnycli com PIPING TRFNCIE5 ATO TALM.5 TO RE7IUGE M6RATION OF FINE-GRA]ED SOL AND ,HE PAVTMX TO BE WRAEILF,THE 518 GRADE MUST BE PROPERLY S PARATE DISSIMILAR FILL MATFRIAL5 TIE 6EOIEXOLE MATH'JAL SNAL OVE RLAP (/I VLfJ� I 1 or — CV LOCKING CASE IRON G 9VIFl TO 6nADE CONTRACTOR SHALL PREPARE TIE SIB GRADE M ALCORDMILE NTH ADJACENT 6EOTEMILE MATFIM BY A KNIRM OF WAS NErAWRY TO COVER THE WWW Ca11811"ComTIa6,MNG THE NFCE 5ARYMEANS AND MATERIALS TO PROVIDE TIE INTE M AREA 6FDffA E FABRIC SHALL BE 6TFIM TYPAR 3401,6TFI50 OR & Iff FINISFIED.6RADc`-15.NOTHNY IN THE FOLLOWIN5 SITUATIONS GAN BE FORESEEN. TYPAR 3601 AS MARKET®BY EMN CHI NCAL AT 1-eoo-yt-B�oroH• (for other states) TIS,NOTHIN5 M BE FOLONUNS SHALL RELIEVE TIE CONTRACTOR OF THE b BAGKFILLRK TAM9JI0LE5,ET6a Ch11 Y "20-MIN LOCATE DROP T'UNOHR R IBILI>YTONOTIFYTIEEN6 FEROF5PSGIAL ,ANDINTIEE%To BAC*UFOR ANYEXISTING TM*IOLE55HALL MEET TWRFW1R�1T5OFTHIS 5WTIO1. � 800-2�2-��80 � 811 q • i A�OPENl%FOR PROVIDE A SOUND SE1 GRADE u�sE,13D tFa FOR OTHER HOLES LEFT BY REMOVAL OF SMN5 POOis, � 20°MIN MADVENA Y,E 2 161NG SOIL TEST DATA 179,ETG SWlll COMELY WITH THIS SECTION AL50 •, AT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL TEST ItffOR4AnON TO TIE CONTRACTOR. T RALf1IlllNS TIiBCHF5I INLETIF PROVIOM THE DATA WLL INCLUDE CLASSIFICATION OF TIE SOIL IN ACCORDANCE NUTH BALM L FOR UTILITY TIiI WAB SHALL EE K3 L-6RADE7,GLEAN,FRE9WTER SAND, TIE MNF®SOIL CLA59FIGATION SYSTEM(ASTM 0240 THE 516KFIGA IE OF THE DATA FREE OF SILT AND GAY PARTiaE5 BAGIMLLINU SHAT OCCUR*EDIATELY AFTER � WILL EE INT12FlifIM BY THE WHIM THE LRE OR CONONT 151N PLACE TO PRECLUDE GANNS OF THE TR1CH 5105 PRIOR By law,excavators and contractors working In For safety reasons,homeowners are � iy � OUTLET O' • SOLS DES6NATEDASHIGHLY DFAN5IVE(CA KI,AN)OW RAY RFORELIME To96TALLAVON OFTHE LINEORCONDUIT,A4INCH aWONOFSAND%IALLBE the five boroughs of New York City and Nassau strongly encouraged to call as well MIN 4'10 � 5TAINLIZAnoNANO/ORsaEGrnE KFPLAGE14XHITHSUITABLE SoaS.SIGNa�GIAL PROVIDEDand Suffolk Counties on Long Island must when planning any type of dTgging on A 1 MN 4°A TREATMENTS KILL UE DETAILED IN TIE SITE-5PFCIFIG BID DOOHN15 IF TIE COST 15 B AR&5 OUTSIDE TIE PAVING SHAU.EE F M AND C*FAGTED AS NAY NTH SOIL f Y z TO BEINCLIMINTIE GOMRAGTOR5BASE BID GastYLNSHIN11usSELnatEXCEYrTIETOP bWESSALLBENATIVE TOPSOIL SUITABLE FOR contact DlgNet,1-800-272-4480 or 811,at their property Homeowners can PIPEPITGH I• � r APPROV® • 50ILS DM6NAnD AS H16tLY ORGANIC(OH,OL,AND P)MAY RxallRE SE EGM 6065.AREAS WMRINS OUT NIALL A M 13E MOW NTH 6 WAE5 OF NATIVE TOPSOIL FOR least 48 hours but no more than 10 working contact us directly at 1-800-272-4480 y4/Fr. •I, .D PIPE PITCH Q R�ucE•etrrmxSUITABLE SOLS TIEIMFOR MTIE EXIZTOFiH5 � FIRM GRADE FOP TWSEAFASSwLBEIu�HES NTOPOFaw AREA55HALLBE days(excluding weekends and legal s orb calling 611,the Yo'�Fr• TREATMENT'WILL BE DETAIL®M THE 51TE�'EGRG D0a'EUS IF TIE:COST 15 TO BE SLOPED TO DRAIN AT A MA>aMN OF 41 M.S5 OII�Md9E NDCAIM ON THE SITE OR 6RADW6 y ( g g y) y g ,I I p Pi m INCLUP®IN RE GONIRAGTOR'5 BASE BO PLAN prior to beginning any mechanized digging or before you dig number For excavation F i • TIE CONTRACTOR SHALL IN5PFGTTIE 506RADE AMNOW THEE e+6uFERoFANY a C"AcnoNlrsrlNG' excavation work to ensure underground lines work completed on personal property,it � GONDITIa6 RGXIRIN5 5FWAL C0610RATION NOT ADDRESS®W THE TIE OUNFE NIL.ENGAGE AN Uoffavetr TESTAE LABORATORY To PBRFOW4 N A STANDARD FLOW BAFFLE SITE-SPEGIRGBIDDOGIMNI5.'RE DRRAC05TOFLNANTIGIPATF0 PROCTOR If%(ASTH1215T)ONTIE FILL MATBUAL(OR HAM 50LPROGTORTEST(A5M are marked Excavators and contractors can is the contractor's responsibility-NOT I I RErovALrtR�urF!'MHLL13EBA5®aLnEUNIT 005TSPROVIDED NTH TIE 065)ONTIE FWMAMM(OR NATIVE SOL IFNOFILL 15W)ATLEAST 12HOURS also submit locate requests online,through the homeowner's-tocontact DigNet I ��lO� J° ? � d) BASEBID.'REG05TOFUNANNGIPA-WUIIE TABILIIATIONOROBER5PEGIAL �� OR�A�C"AGTIONMMA�t�06M6A�(AIN ]TIC If you do not currently use ITIC,please Having utility lines marked prior to I �-1 T-_ TREATMENT WLL BE NE601ATE) D2M AND ASTM VXro OR SAO OX(ASTM DL556)TFST AT A HHIHH OF n6tff ———— — ——— ———— m call 1-800-524-7603 for more information digging 1s free of charge a e116 6PAVE TEEEARAnoN, RArazB rLT® rLrStDCAnot6 TO WASIR TIE DESe of wMtPACTwxoF TIE 5 RFACF I �j d'a ZZ I INE CONTRACTOR SIAR L OVE ALL vE6ETAnoN,SURPLUS 501,R40LITION R MLE,AND 9MWOe IF TIB Rr5.LT5 FROM THIS TILT FOR TIE RLL OR NATIVE SOIL 00 NOT MUFT OR OTH R UNDESIRABLE MATERIAL5.5CERI H MATERIALS SHALL L IE FROM ELY HAULED FROM EXL{�TIE D�OF COWA611011 STLFED IN TINS SELT1ON,TIE COST OF TF5T1NG NLL S m O X TIE SITE AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAN6 AV G005 TIE BE DMTE7 MOM TIE Ga1IRALT AMOUNT,AM TIE TERNS(2)WILL BE KFFATED S� f� �}-' CONTRACTOR STALL SHAPE THE SUB GRADE W ACCORDANCE WNH TIE 6RADW RAN, D TIE COWLALTOR K&REI40VE TIE L>I(ISTINS SANITARY 57511.4 W KZORDAY.E WIH TIE _� X tL TAKING INTO ACCOUNT TIE THIM0.OF TIE PAVING 575114.lig TOLERANCE OF THIS STANDARDS OF TIE 5LDf15 CONTRACTOR 6 RF5POR50LE FOR ALL DFIRELTION5 AWD a• � � O ROUGH 6RADIN6 SHALL BE N%TIN U2•HIGH TO I•LOR DURING THIS OPERATION TIE SST OF SAle 5EPARATION 015TMGE REQ'MT5 FOR ————————————— CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT EECOFE APPARENT AFTER TRAFFIC N Ca11RAGTOR 15 FE5FMIERE FOR HAVING TIE PROPA•E TAIL PW m OI1rAO CERTIFIED A5 � �A BY CONSTRUCTION EXREEZr AND LOAD®TRIUCK5 9"SOFT AREAS SCALL BE of IY PRIOR To RELOCATION SANITARY LEAGHINC7 5TRZTURE5 4° 4° d) REPORTED TO TIE E 61ME R FOR OFTIR241NIN5 TIE METHOD OF TRFATMEKr RFG UIRED,IF MIRMM HORIZONTAL SEPMATM D6'rAt�a LO W. (RESIDENTIAL): A.BUU MW/cam=Io'-o' I I �-+ R =dj Z MAIMAING DRY 517E CONDMONFr B.EULDIA6 ON SLAB=l0 0° INLET DURING PRLEPARATION OF TIE 56 6RADE AUNTIL THE PAVI%15 IN PLACE,TIE AND CONTRACTOR SUJl PROWrLY TAKE REASONABLE NffASURES TO OBTAIN AND TO G. LM_V-0 MAIMAN A DRY SITE CONDITION SUCH FIFASRRES SHALL INGWDE WING OF FREE \A,. D.SURFACE MR ftMANDS)=IW-0' STOPPLE WATER,MINOR KWANDIOR hWLHINE SHAPING TO FACILITATE WATER S�' F.PU1311G WL=20(7'-0' I _ r OVrifT �p R7310VAL,AND OVER OPEL1na6 TO SP®DRYNis. 6.PRIVATE PM=W-O' 3 NATIVE SOIL COMPAGTION I LOHE51VF AND COf:51ONLFS5 NATIVE Sol SHALL BE COMPAGT D To q5%AND 100%OF , 'o O H.RET.WAR. )=10'-0' TIE OFTInH DMITY,RSPFCAVELY,PRIOR TO PLALB•DAT OF FILL. o. 111115I� WLL� >�Tats Cs fila.TANGS=20'-0' I- 4 FILL SHILTIONANDG"A,911oN vmmP E A KU(6UIUTfffS=5'0' LTA-JAN VI�4 -----------J = I--;� TIE MOST C05T FFFEGTIVE FILL MATERIAL FROM TIE FOLLORN6 SHALL BE 115®. T -5A -GRAVEL MIX OS TO 3%FM<002 M44 AND CBR>TO, RTvx ® Z L 5110M DRI R6 OR V' -69AVRY SOIL(3 TO 6%FRIES<0A2 FM AND GBR>8), `� �%=W-0, b X 12-1'd2.9 X W2.1 Wl^LMM 4 3AMTY 50115 0 TO 6%RHES<002 MQ1 ANO GBR>8), ® M.GATO BA51N 1rON•LFN.HIN6=10'-0° 31LTY GRAVELY SOILS(6 TO 10%PINES<002 MM AM C&R I,8), sOx ,L N.SAN.LP.=8b° I •�A�t�� .� I _ aC'y p d+" -51LIY SANDY SOILS(6 TO 6%PINES<002 MM AND G6R)8), LOT I6 BMW; � P.PROP.LIAg=5'-0' T. 9 -CLAYEY GRAVEL SOILS(OVI R 20%FINJr5(002 MAT AD GER>5), LAUD WOiF nsaluLYnwvsRaY NOT TO SCALE �� �� cLn7er sANOY SOIL(Duet 20%FN S<om ru4 AO ceR>5). Tb f�Upr R T�OF EMi3AN�Ir STEEP 5l C LINDA M FALCO a VINCENT FALCO c� J TIE ENGINEER RE59ZVB THE RIGHT TO HAVE SOIL TESTS PFRFORI1W TO CONFIRM TIE IMPROJaS /� (�SEDPE OR 6REAT1�=25'•0' SnrA3lum of ANY FILL MAnEUAI TIE cotlTRAcroR SHALL SPREAD AND wMPAcr TIE FU13LIC HATER O R E =65 0" a RLL MAIEUAL IN 6 INCH MNOMH LIFT5 FALH LIFT SHALL BE Ca•1PAGTID TO q5%OF TIE - r CTAS 1 ��4 SAP 5EPARATI ON 015TANGE REQ'MT5 FOR SANITARY 5EPTIG TANK5 OPTIMUM D161TY.COMPACTION SHAL BE ACCO R&W AT NO LE55 THAN OPNMI.Mf M0157M Canso IF TO 2%HEnaz OFTInH M61TY AND OPT["WISTU E GONTeRr � � OR MANIOLE=8''0 (RESIDENTIAL): MM,HORIZONTAL SEPARATION DISTANCES: M.CATCH BASINS=5-0N0*11EAGHI � I, I W SHALL EE As DEIERMIN®Br AsIM DisST NO RIse F.,wuH.BGLDBx.oR on1ELR D®RLs t 5ydf i UN6 Pool=20-0' A BUIIDINb W/GE31AR=10'-0' N. LP.=b'-0° < L �t WLL BE MM AS RLL MATERIAL IN MY USAGE - �o U.DECK/RAMP=5'-0' B.E3UILDIN6 ON SLAB=5b' P.RW 5TA,6REA5E TRAP o ® G.WATER LINi5=10A1-.�0''tt OR KgWLE=&'0' N �t9 EX15TING TAP D.5URFACE WATER ErL�arucv�)=75'-0' til.PROP.LIT(F5=5'-0' 3�9� OCG 0� a,atal.Tn> stay (VERIFY INFIELD) F.RMIG kRL=ITS'O' R.5MMM 16 POOL=20'-0' . 5Z 6.PRIVATE WELL ro=�7�5-0' S.TOP OF B&WoIENT OR STS SLOPE o " D0AIR Fxlsnrls D rr OM H.REL WALL MTRPRDOF)=10'-0' (15%%OPE OR 6RFATHR=256' 0$�0 {ion T») wnrER N ETT3x ,L U/6 HE TANKS=206' T.BLUCf=b5'-0° EX�a 69 STOPPER OR K U/6[ITILITE5=5'-0' U.DEGK/RAMP TO M "` b: END PIJ16 SUITABLE COVER L STORM INZA1%=20'-0° ASF. N 3 �TO 6RADE 1L 0 (N'O�(2840Y®) BOSnNB 54NGrARY SY5TH4 TO :::,:::':�':'c' •: ! •�IL:y tl tayu��.A� T'n LL u b b \Bb.•'' �SCM R152111a3f3f5� ASPHALT .;: LOT IS .O FIN15HED 6RADE � UJ A M 0 qA•' EX 0M. .'GffBOAMNOTE T OM • URN6<1AY:.,, p ••' 5�.•'' fro M R134WW) ..7 •:'.� .. CONGRM COVER Fm5TIN6 FRIYATE W'E1 '' �a 2 ro AEbnuona� a• EX ( ': GONGREE CHIMNEY z 0`d O 'bb n'• IX SAN.575. ., .... . .. SEWER PIPE l/ 0 .'.N 65� MLOW TO M ... . E AaANDaEE), iu 30°ELBOW \% Ab SGSTINS :1FJ057NYa ASflTiU T• ° ® O 0 O Z 51Y FRANC Owva4nY ` MIN 4 DIA ®® I (7� N ..TO M RFHOVW a o ,- Maim _ APPROVID PIPE H as (ro rraNavm) PITCH ® :o M--I .,� O w: Y'P�I'-0' ® 1 T� O• O n. IXBtTRY B I I lis '•;9 TO BE \�j\, I I N 5T>�I 3'MIN. LRqQ n: TIXSIT®c 60°WYE COLLAR 1 �J EXPEWA$T TO REMAIN / 1 O oo `B n To 3E Rea NRI® N. o AREA I60 5r- 0 NOT TO SCALE `/%~ ®® GO Mj1AR 1 O = Q o ,N(BNM a, 1g0• I _®® (V to •'':"DL HD DISK. .'. TO tSP. ND LOT 14 �1 1 \ �P"�lJ� ..... AREAwo`• LAN/0/F \\ \I �\\/\ C� IX tout. .� 6RE6MY BA"ATRTEN a ro> N mIts LYNUE E3XM6ARTFN 3'MIN TO RECORDW 1- I PAMCIIA FF WZARiMY ft>RJ , �I'I'E I'LAl�T - DEMOLITION --�- WATER 1 "' cGouAR DEPTH o�Q M _ _ 2 RUBllG WATi72 _a EXISTING SANITARY STRUCTURE$HALL BE ABAND0T�77 BY REMOVING ALL RESIDUAL SEWAGE WA57E5 BY A LIGEN5ID (BACKFILL TO BE G1FAN ~ °n o �•] WASTE HAULER REMOVING T+♦£TOP OF THE STRUGT11RK5), `2. 5MI16M 5AND AND 6RAVEQ z 5, o_ 0° 13ACKPILLIN6 WITH 5UITABLE SAND AND 6RAVEL MATERIAL, 'D d ooS� 20 Io 0 20 4o I �,��IAI� L 1(711,. r 5(J9 6RAPHIG SCALE I°=20'"-0° AND PROPERLY COMPACTING. NOT TO SCALE 25� of 2 5UR\/EY OF LOT 15 4 P/O I(b "MAP OF LAUREL PARK" N PILED OCTOBER 5, 11125, MAP No. 212 51TUATE: LAUREL w � TOWN: SOUTHOLD (% E SUFFOLK COUNTY, NY �� S 5URVEYED Oa-242008 fl ��f UPDATED 05-12-201ro V`� � - FOUNDATION LOCATION 11-12-201-7 ��' 6P 6 Y 5UFFOLK COUNTY TAX # 0 1000 - 145 - 3 - 3.1 0 CERTH7MD TO: FRANK ZAOARINO �l Lot ISO �orrnedaor IalGo �/in�ent F0160 u�$ c08'40"B 1g'00� ' )a0W40"S jow 11 � drivewo+yy � � �g5phalt) i/3 - - - - - it -- -•- - - - - l --- -- --- ----- - - 3� � - ---—_ _ - C� a C util. O �'•O $ O O A ss �0 130. ,�� a �apg�40"�1 S Lot 1� Formerly' Land Now o urn arten Gregorry��umgarten �y • `J 4 'NtatlhoriceA allerallon or aklHbn to a survey mop beor6g a Ilcemed kvd svrvn wb scot b a lolollon of seclbn'1709, l of the xb-dEd.. Next York%ale Earcolkm Lox' 'Only copies from the or 6x+1 IN Ih5 wr.tey � ked With on plgtml M the lantl wrveyxb storeyed Beal shill be coredered b lore xad true wP) 'GarlHkatWs Indkatedhereon s ff th,4 IN, 4 ey xas prepved m acc«mce r.nh the ex- `� v Islvq code or r+actke for Lad suveys omplee /� k'J[he Her Yak Stale lne" n d Rolexfoml b/b ��� Lard 5urveya6 Sold certftllHKotbrc.5tnll nn only (�'jf7/� W the person torr Man Nie su-vey fz prepared ab on hb lxhall to the title cortpa J,govcrnren- NOTE5: LAND Sv lot agercy arc IeMt y M1 llle on I s ed hereon,o d to lne osslgroee or the ierdmg 6nlH,rlKn cerlvka- �T tlon5 a^e rot tratslera�le to aaaRbnal IutRutlort5 Area = 8,111 5. F. JOHN C. EHLERS LAND SURVEYOR Area = 0.2000 Acres 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 ORAPHIO 55ALE 1"= 20' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.C:\UsersVohn\Dropbox\08\08\08-176 new house.pr SURVEY OF LOT 15 $ P/O I6 "MAP OF LAUREL. PARK" N j PILED OGTOBER 5, 1925, MAP No. 212 e � j SITUATE-. LAUREL w E TOWN. SOUTHOLD SUFFOLK GOUNTY, NY S SURVEYED 09-24-2008 UPDATED 08-12-2016 FOUNDATION LOGATION 11-12-2017 FINAL 05-08-2018 S°C °�°�° �� j RIO-16-0080 � SUFFOLK COUNTY TAX # 1000 - 145 - 3 - 3.1 I CIERTOl)1ED TO: FRANK ZAGARINO j UUTIER SAVINGS BANK ISAOA ffM]EI=NA7I7 ONA1L TI<'I7<.IE INSURANCE COMPANY _ I I ' I j i I I 1 Lot ISO Irl , + or dorm y L°'ndinda M` �alGo � nt �cllo j I o I L I g.00, 90OW 410", � 6 ' 0 9 1� W driveway 4O 52•M v R�1GE �g5phalt) 1469 GAS S ICE DW r o o• i 15.0 32.5 4q.5' = �i I CO 5T I�® 3 m Q� f j r � � �3��' rnr V► 9 Q 0-- o o A •.pole �.O i 9 o ERG�°UN� E .151 UND 5 driveway 1 m E halt) -n p + o (a5P 4 •g ' 16.01 O _ I o� ��� 130,00 S69� cr 5 � 0 -0 or �ovw oart�n i �e :n on g D �� ® s . aJ GreJ�ory�a�rng�rten I =r9 ( 0) CD t`<9 <€ r fit ca -w ® rCD iy cG EyQ j) 5 � —vwac+wa8 a aa4gg rar ed = No of tw sw%v4 00 sm ' ro.tmab.rdr�.a ume err i rLwd as<raaic. tlr - n� ® rUu Np 50�p2 \ /,% smt c.rlltda r r dl M ------- t jJ V, ad m M.rte*m w u g r�pnparq• NOTES-. LAND S t.J�ogrcaj ad Iadg J khAlrn httl lwaad � flan a►tnaw'rwtr""'ro addend V.W14b. j Area = 8,111 . F. 0.20 Area = 0.2000 Acres JOHN C. EHLERS LAND SURVEYOR 1 6 EAST MAIN STREET N.Y.S.LIC.NO.502M GRAPHIC, SGALE 1"= 20' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.CAUsers\John\Documents\Mg Dropbox\08008\08-176 final.pro snvaae won.iw, mvsa.Ce. r. 'neie—'-- --•--'----- V� Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation UNDER THE NYS DISABILITY BENEFITS LAW Board PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b Business Telephone Number of Insured KEM SITE DEVELOPMENT LLC PO BOX 818 1c NYS Unemployment Insurance Employer Registration Number of SOUTHAMPTON, NY 11969 Insured PENDING ork Location of Insured(Only required if coverage Is specifically limited to Id Federal Employer Identification Number of Insured or Social Security certain locations In New York State,I e.,a Wrap-Up Policy) Number 202251983 2.Name and Address of Entity Requesting Proof of Coverage(Entity Being 3a Name of Insurance Carrier Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT Town of Southold 3b Policy Number of Entity Listed in Box"1a" 54375 Main Road LNY616446 Southold NY 11971 3c Policy effective period 01-01-2017 to 12-31-2017 4.Policy covers A❑✓ All of the employer's employees eligible under the New York Disability Benefits Law B.❑Only the following class or classes of employer's employees Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above Date Signed By 08-02-2017 2ri'• (Signature of insurance carvers authorized representative orNYS Licensed Insurance Agent of that insurance carver) Telephone Number (800)454-7020 Title. Manager IMPORTANT. If Box "4a" is checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance carrier,this certificate is COMPLETE.Mad it directly to the certificate holder. If Box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd 8 of the Disability Benefits Law. mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 1 PART 2. To be completed by the NYS Workers'Compensation Board (Only if Box"4b"of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS disability benefits Insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-920 1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-15) Certificate of NYS Workers' Compensation Insurance Coverage Page 2 of 3 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COWENSATION INSURANCE COVERAGE Ia.Legal Name and address of Insured(Use street address only) lb.Business Telephone Number of Insured KEM Site Development LLC 631-283-8186 PO Box 818 Southampton,NY 11969 lc.NYS Unemployment Insurance Employer Registration Number of Insured Id.Federal Employer Indentification Number of Insured or Social Security Number Work Location of Insured(Only requiredrf coverage:s specifically l:niited 202251983 to certain location in New York State,i e.a Wrap-Up Policy) 2.Name and Address of the Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) AmTrust Insurance Company of Kansas,Inc Town of Southold 54375 Main Road 3b.Policy Number of entity listed in box"la": Southold,NY 11971 KWC1070470 3c.Policy effective period: 12/31/2016 to 12/31/2017 3d.The Proprietor,Partners or Executive Officers are: ❑included(Only check box if all partners/officers included) all excluded or certain partners/officers excluded This certtfies that the insurance carver indicated above in box"3"insures the business referenced above m box"la"for workers' compensation under the New York State Workers'Compensation Law (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy) The Insurance Carver or its licensed agent will send this Certification of Insurance to the entity listed above as the certificate holder in box"2" Will the carver notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? Yes❑ No C This certificate is issued as a matter of information only and confers no rights upon the certificate holder This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect Please Note:Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved By Henry C Sibley (Pnnt name of authonzed representative or licensed agent of insurance tamer) Approved By 8/2/2017 (Signature) (Date) Title Underwriting Manager Telephone Number of authorized representative or licensed agent of insurance carver CamerPhone Please Note Only insurance carriers and their licensed agents are authorized to issue the C-105 2 form Insurance brokers are NOT authorized to issue it C-105.2(9-15) https://wc.amtrustgroup.comlanawc/PolicyNYCertificateOf WcIns.aspx?Indexld=193707&I... 8/2/2017 ®® DATE(MM/DD/YWY) CERTIFICATE OF LIAMLITY INSURANCE 8/2/2017 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 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 CONTACT Debra S1ma c3-ch NAME Roy H Reeve Agency, Inc. PHONN Ext (631)298-4700 A/c No (631)298-3850 PO Box 54 E-MAIL s dsa.micich@royreeve.com ADDRES 13400 Main Road INSURERS AFFORDING COVERAGE NAIC# Mattituck NY 11952 INSURERA General CasualtV Co of Wisconsin 24414 INSURED INSURER B AmTrust Ins Co of Kansas Inc KEM Site Development LLC INSURER C: PO BOX 818 INSURER D INSURER E. Southampton NY 11969 INSURER F• COVERAGES CERTIFICATE NUMBER:CL1733105838 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 PAID CLAIMS. INSR ADD L SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ CCX0438744 3/1/2017 3/1/2018 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY❑JE O- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea ac.d.nt ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE r $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED F RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? ❑ NIA B (Mandatory in NH) KWC1070470 12/31/2016 12/31/2017 E L DISEASE-EA EMPLOYEd$ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT 1$ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE Thomas Dickerson/DLS wrlero ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 r7nunn r"New�York State'—DepY _dnt,of.Labb-r Division of Safety and Healthy t ""x License and Ceit,fcate;UniV' ,s'' •li �, '. State Campus,sBuilding 12 1< Albany,-NY 12240j� ``#M1. f -ASBESTOS HANDLING LICENSE nsight.-Environmental,.lnc. _"' t�. �FILE NUMBER: 02-0279 Suite 1 c f j{ YYz.��r - rte LICENSE NUM BE �•E til r. ,j ,,` Ti'..�"b,xr°r3'a�,2.,✓,`t`�a_ `, r` /j 74 East`Main'Street "" t 4,��,aeu` I LICENSE CLASS: RESTRI`CTED;. `., -, fti_ ' ;fit DATE OF ISSUE- 05/11/2017 V l { �' §Fatdhogue,fN,Y 11772 ' j` t`, EXPIRATION DATE 05/31Y20i8 j7 ,1 •' r! 3 w`' "`'rw �;�;,s.:1C•..u�a;�.3-E:..•F`{ a,-•,1, '��`, 'tJ <t, g ^t -4'c t;+; +lx±';; :_bz•';j ^•� �..j"-i., ~,'a 7 ;y a�, `'V �jt�'} III 1111 ! �. ' D July Authorized;Representative ..Qbhn}J Paclulli:_r_ �= �: r, !•- .}.,, =` !I t l{r- `""_ E �'_��», � y�":f?;.✓-`"'•.<''-- �.:,,riij`t't'''"`������` "! F'` } ��._J_r 1 ( 1 'A �I" ,. `' i t. y ;� } '^• !d . 1' � f s r' pt' . .,.z?a. , ._. ,r�<1 7"4 r' { } This Iicens6has been issued in accordance�wrth applicable provisions ofNArticle 30'of the Labor Law of New York'State and of 'he New;Y�k State,Codes,Rules",�nd�RegulatioBk,' 2;NYL@RR Part�S'6) It i§ bject to suspension or revocation fora(1) serious violation ofstate,federal or local laws with regard-to'the conduct of an.asiiestos project,or(2)demonstrated,lack of t u `-• ,1+ i t � k`:ti�c`,`i�. r;Fd ,.- re'spon'sibility in the;conduct of any--j6Win�olving=asbe"stos or'asbesfos`material'f, _ r tt, `� ' ; q 9 ;} LA .+ '`ria Nr' I��"`,3 :�. l _,,,_ 1' � '_,-,.y 1 r . 1-C...e � L � �} f t� b'r'...•„m J� This license is,,valid only,,for the contractor named above and1his license d� liotocopy_must.be-,prominently displaye`d:'at,the asbestos project.worksife`�This-license verifies thatall;persons employed;lSy.the licensee on an`asbesto's;project in New York State have been issued ai Asbestos Certificate;appiopriate for the tyye, work-they perform,by the L`1ew Y4k fate" Department of LAbor. :Mti - 6111 ''i / ,. -•.,4 „r"� ^�~�., 'c..�t�i., w y •fit/ (VP i � p.^`f-� .,,I{•...�Y,•,_:} ......V 1`l Air ` _ _ •Eileen A Franko, Director SH 432(8/12) T "' For the Commissioner of Labor .STATE b.F:;NE.W.YI?RK'`DEPA{LTtv1ENTOF LABOR' t r ` ASBESfQS'tCERTIFICATE'' ,':;,�=''` - y 'GEORGE-'W—_ 1AUL . .CLi455(EXPIRES C A"TEG(ogJ-i:7) D-,_D ),, , , ,;$s ?a•s�-:�v'ti?:ti � '' C�I's'�'ii 9816 I"3F'ioG'� I?NO 56593.1.142' MUST BE CARRIED ON ASBESTOS.IP O JECTS'�', ' - - .-� -- - - ''- � IIIIItltll Illlllllltllllllil J K6al APPR VED AS NO ED DATE: © B.P.# .- ELECTRICAL FEE: .. •• d BY:— INSPECTION REQUIRED NOTIFY BUILDING DEPAiiTM T AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE TRUSS PLACARDING REQUIRED 2. ROUGH - FOAM*it; PLUMBING 3. INSULATV`" 4. FINAL - " ' �,A MUST BE COMi ` w.C, ALL CONST, SHALL MEET THE U BER�ERTiFIC-ATION REQUIREMEN, ,> Or THE CODES OF NEW ' '''"` `" , YORK STATE. NOT RESPONSIBLE FOR -O flt���ONTENT BEFORE DESIGN OR CONSTRUCTION ERRORS. C t 'tFfC,#t'4F OCCUPANCY 0tPERUSED IN WATER - 6 "UPP,LYSYSTEM CANNO T Earl 0-'-0F I% LEAD. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE. AS REQ IRED AND CONDITIONS & PLUME31ING SOUTHOLD TOWN Z8A u'AL-L PLUMBING WASTE '4-WATER LINES NEED + S7ING'BEFORE COVERING 'V=r-VLL)IV VIV'fiRti${EE5 M Vr�'pCnrn tir. p DO NOT PROCEED WITH ,;FRAMING UNTIL SURVEY OF FOUNDATION LOCATION OCCUPANCY OR HAS BEEN APPROVED. USE ISS. UNLAWFUL WJTHOtJT GERTIFICATr All exterior lighting OP OCCUPANCY Installed,replaced or Fire separation repaired shall conform required as per to Chapter 172 NYS Code DRAINAGE INSPECTIONS ARE REQUIRED of the Town Code Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. Blower door and ductwork Must provide Manuals testing required. D,J and S as per NYS Energy Code NEW YORK STANEW YORK STATE DEPARTMENT OF STATE • Division of Building Standards and Codes ■ ■ One Commerce Plaza, 99 Washington Avenue Albany, NY 12231 1 r% DEPARTMENT Phone:(518 474-4073 Fax: OF STATE ) (5o os.ny 87 STANDARDS AND CODES wuvw.dos.nv.aov E-mail: mfo(dsdos.ny qov NOTICE OF APPROVAL This notice serves to inform_the local Code Enforcement Official that.the New York Department;of State (DOS) has reviewed and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for Factory Manufactured Homes, to allow the construction of single family-homes, two family homes, and/or other modular buildings or components in compliance with the State Uniform.Fire Prevention and Building Code, as described herein:. Manufacturers Name: Signature,Building Systems of PA, LLC 1004 Springbrook Avenue. Moosic; PA 18507 Building Description: Detached One and Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses) Approval Number: M1370-2014-069 System Approval Applicable Code: Residen 'al Code of New York State 2010(RCNYS 2010) Expiration Date: 1120,16 Maximum Ground Snow Zone: CA, PS 1 �Iti i e Seismic Design Category: , C, D D1-or D2(Per 2010 RCNYS.�Section R602:10 Wall Bracing) Basic Wind Speed: H (3 Sec.Gust) Exposure Category: A, B,or C DOS Contact Person: Edmund F.Girzone, R.A. Additional Conditions: Seethe System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and-"Non-Hurricane Prone Regions." Approval Date: July 1,2014 Ronald Piester,AIA Director A copy of this Notice of Approval shall accompany all plans andspecifications'submitted as part of'a'permit application. Plans should not require a DOS seal provided ft registered design professional references the approval number and certifies that the,plans and specifications conform to the plans avid specifications approved by acid on file with the DOS. The following statemerit may Ne,used to provide this certification: "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specificadons approved and on rile with the Department of State,which were approved on July 1,2014 under systems numberM1370-2014-069" The approval identified above is limited'to,all construction that,takes plaoe in the.factory.,Site related work including installation and connection of the building and/or components, foundations, mechanical connections, stairs, decks, etc. is,the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2010 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the RCNYS, he/she should contact the DOS for further review and/or determination. STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO VWWV.DOS.NY GOV SECRETARY OF STATE April 28, 2017 Mr.Michael Kirby Signature Building Systems, Inc. 1004 Springbrook Ave. Moosic,PA 18507 RE: M1370-2014-069 System Approval Extension #4 Dear Mr.Kirby, This letter is to inform the code enforcement official that the New York State Department of State(DOS)has granted the extension of the expiration date to allow the construction of Factory Manufactured Detached One- and Two-Family Dwellings and Multiple Single Family Dwellings (Townhouses) System of Models under approval designated M1370-2014-069. The Manufacturer shall be responsible for assuring that homes or components bearing insignias issued during the extension period comply with the requirements of 2016 Uniform Fire Prevention and Building Code which incorpor#tes by reference the New York State 2016 Uniform Code Supplement and the 2015 International Residential Code. This extension will expire on August 15,2017 unless sooner revoked or replaced by full approval of the System renewal currently under review for compliance with the New York State 2016 Uniform Code Supplement and the 2015 International Residential Code. A copy of this letter shall accompany plans and specifications submitted for a building permit and deemed a duplicate original. I am hopeful that you will find this extension of assistance. Sincerely, R•C John Addario,PE-Director Division of Building Standards and Codes cc:Joseph Hill RA.,Assistant Director for Code Administration Don Thomas Jr.,AIA Rick Wenner,P.E.,PFS Corp. Renee Moist,PFS Corp. Terri Heckman, Glenco File: Signature System Ext 2017-4.doc NEWYORK Department STATE OF' OPP°RTu"m Of State 'f } 2015 IECC Building UA Compliance Property Organization HERS Frank Zagarino Residential Energy Conservatio Projected Rating 200 South Oakwood Rd 631-767-8828 5/2/17 Laurel, NY 11948 Glenn Hooper- Rating No:0030-Oxxx RaterID:3191563 Weather:Riverhead, NY Builder 200 South Oakwood Frank Zagarino 0030-0324-P1—Fran k_Zagarino-20 0_South_Oakwood_Rd_CODE.big Elements Insulation Levels 2015 IECC As Designed Shell UA Check Ceilings: 26.5 49.3 Skylights: 8.8 5.3 Above-Grade Walls: 156.0 146.0 Windows and Doors: 264.4 225.5 Slab Floor: 0.3 0.3 Basement Walls: 73.4 62.4 Overall UA(Design must be equal or lower): 529.4 488.8 Mandatory Requirements Shell UA Check PASSES Duct Insulation R-Value Check(per Section 403.3.1) PASSES Window U-Value and SHGC Check(per Section 402.5) PASSES Home Infiltration (Section 402.4.1.2) PASSES Duct Testing(Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy(Section 403.6.1) PASSES Mandatory Requirements Check Box(2015 IECC) PASSES This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 4A. (Section 402, International Energy Conservation Code, 2015 edition.)In fact, this home surpasses the requirements by 7.7%. Name Glenn Hooper Signature Organization Residential Energy Conservatio Date 14 May 2017 REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. Building Checklist Property Organization HERS Frank Zagarino Residential Energy Conservatio Projected Rating 200 South Oakwood Rd 631-767-8828 5/2/17 Laurel, NY 11948 Glenn Hooper Rating No:0030-Oxxx RaterID:3191563 Weather:Riverhead, NY Builder Registry ID: 200 South Oakwood Frank Zagarino 0030-0324-P1_Frank_Zagarino_20 0_South_Oakwood_Rd_CODE.big Date: 5/4/2017 Building Information Conditioned Area(sq ft) 2974 Conditioned Volume (cubic ft) 27918 Insulated Shell Area(sq ft) 6660 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. Residential Energy Conservatio's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Vaulted: R38,FG3,12-16,C (1034 s.f.) R-0.0 continuous insulation, R-37.0 cavity insulation. Name: flat Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] I. Wall: R21,FG3,6-16+2(2952 s.f.), Between conditioned space and ambient R-2.0 continuous insulation, R-21.0 cavity insulation. Name: ext Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.23 [ ] 1. Window: U:0.30, SHGC:0.25 (198 s.f., Northeast), U-Value: 0.300, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: front Orientation: Northeast Comments/Location [ ] 2. Window: U:0.30, SHGC:0.25 (57 s.f., Northwest), U-Value: 0.300, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: right Orientation: Northwest Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016-Noresco, Boulder, Colorado. a Duilding Checklist Property Organization HERS Frank Zagarino Residential Energy Conservatio Projected Rating 200 South Oakwood Rd 631-767-8828 5/2/17 Laurel, NY 11948 Glenn Hooper Rating No:0030-Oxxx RaterID:3191563 Weather:Riverhead, NY Builder Registry ID: 200 South Oakwood Frank Zagarino 0030-0324-P1—Fran k_Zagarino�0 0_South_Oakwood_Rd_CODE.big Date: 5/4/2017 Windows and Skylights [ ] 3. Window: U:0.30, SHGC:0.25 (235 s.f., Southwest), U-Value: 0.300, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: rear Orientation: Southwest Comments/Location [ ] 4. Window: U:0.30, SHGC:0.25 (148 s.f., Southeast), U-Value: 0.300, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: left Orientation: Southeast Comments/Location [ ] 5. Window: U:0.30, SHGC:0.25(37 s.f., Southwest), U-Value: 0.300, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: Rear base Orientation: Southwest Comments/Location [ ] 6. Window: U:0.30, SHGC:0.25 (18 s.f., Northeast), U-Value: 0.300, SHGC: 0.250 For windows without labeled LI-factors, describe features: Name: Front base Orientation: Northeast Comments/Location Skylight: Dbl/LoE/Arg -Vinyl(16 s.f.), U-Value: 0.330, SHGC: 0.450 For skylights without labeled LI-factors, describe features: Name: Access Orientation: North Comments/Location Doors [ ] 1. Door: Steel-polyurethane(21 s.f.), R-Value 2.6 Comments/Location [ ] 2. Door: Steel-polyurethane(21 s.f.), R-Value 2.6 Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. Page 2 of 6 Building l Property Organization HERS Frank Zagarino Residential Energy Conservatio Projected Rating 200 South Oakwood Rd 631-767-8828 5/2/17 Laurel, NY 11948 Glenn Hooper Rating No:0030-Oxxx RaterID:3191563 Weather:Riverhead, NY Builder Registry ID: 200 South Oakwood Frank Zagarino 0030-0324-P1—Fran k_Zagarino_20 O_South_Oakwood_Rd_CODE.big Date: 5/4/2017 Doors [ ] 3. Door: Steel-polyurethane(21 s.f.), R-Value 2.6 Comments/Location Frame Floors N/A Slab Floors [ ] I. Slab: Uninsulated slab(1005 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Slab: R10P (25 s.f.) R-10.0 perimeter insulation, R-0.0 under slab insulation. Name: windows Insulation Grade: 1 II III Face / inset Comments/Location [ ] 3. Slab: R10P (4 s.f.) R-10.0 perimeter insulation, R-0.0 under slab insulation. ` Name: oeb Insulation Grade: 1 II III Face / Inset Comments/Location Foundation Walls IJ 1. Wall: R13,G2, Draped Batt(1080 s.f.), Between conditioned space and ambient/ground R-13.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: Main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R13,G2, Draped Batt(200 s.f.), Between conditioned space and ambient/ground R-13.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: windows Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. Page 3 of 6 a Building Checklist Property Organization HERS Frank Zagarino Residential Energy Conservatio Projected Rating 200 South Oakwood Rd 631-767-8828 5/2/17 Laurel, NY 11948 Glenn Hooper Rating No:0030-0xxx RaterID:3191563 Weather:Riverhead, NY Builder Registry ID: 200 South Oakwood Frank Zagarino 0030-0324-P1—Fran k_Zagarino_20 O_South_Oakwood_Rd_CODE.bIg Date: 5/4/2017 Foundation Walls [ ] 3. Wall: R13,G2, Draped Batt(32 s.f.), Between conditioned space and ambient/ground R-13.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: OEB Insulation Grade: 1 II III Face / inset Comments/Location Rim and Band Joists [ ] 1. Joist: basement(164 s.f.), Between conditioned space and ambient R-2.0 continuous insulation, R-21.0 cavity insulation. Name: basement Insulation Grade: 1 II III Face/ inset Comments/Location [ ] 2. Joist: 1st (164 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-21.0 cavity insulation. Name: 1st Insulation Grade: 1 II III Face / inset Comments/Location Mechanical Equipment [ ] I. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.62 EF, 40.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 14.5 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 120 cfm, 15.0 hrs/day, 30.0 watts. System description(make) Air Leakage Control [ ] Blower Door Test at Final REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. Page 4 of 6 r a Building Checklist Property Organization HERS Frank Zagarino Residential Energy Conservatio Projected Rating 200 South Oakwood Rd 631-767-8828 5/2/17 Laurel, NY 11948 Glenn Hooper Rating No:0030-0xxx RaterID:3191563 Weather:Riverhead, NY Builder Registry ID: 200 South Oakwood Frank Zagarino 0030-0324-P1—Fran k_Zagarino_20 0_South_Oakwood_Rd_CODE.blg Date: 5/4/2017 Air Leakage Control [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 1396) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage and Insulation [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 118.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 118.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. 2012 IECC and 2015 IECC Prescriptive Path: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<= 3 CFM25 / 100 sq ft CFA. 2015 Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder,'Colorado. Page 5 of 6 S l Building Checklist Property Organization HERS Frank Zagarino Residential Energy Conservatio Projected Rating 200 South Oakwood Rd 631-767-8828 5/2/17 Laurel, NY 11948 Glenn Hooper Rating No:0030-Oxxx RaterID:3191563 Weather:Riverhead, NY Builder Registry ID: 200 South Oakwood Frank Zagarino 0030-0324-P1—Fran k_Zagarino_20 0_South_Oakwood_Rd_CODE.big Date: 5/4/2017 Notes REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. Page 6 of 6 t [ Equipment 'zi Property Organization HERS Frank Zagarino Residential Energy Conservatio Projected Rating 200 South Oakwood Rd 631-767-8828 5/2/17 Laurel, NY 11948 Glenn Hooper Rating No:0030-0xxx RaterID:3191563 Weather:Riverhead, NY Builder 200 South Oakwood Frank Zagarino 0030-0324-P1_Frank_Zagarino_20 0_South_Oakwood_Rd_CODE.big Heating Calculated Peak Load (kBtu/hr) 34.1 Infiltration 2.2 Envelope 31.9 Sizing Factor(%) 0.0 Heating Equipment Capacity(kBtu/hr) Required 0.0 Specified 60.0 Cooling Calculated Peak Load (kBtu/hr) 24.1 )nsi,,b 8 Sizr(9' 0 Coip Cap (kBtu/T Specied T 0 Specified SHF 0.7 Required Sensible 20.18 Specified Sensible 21.00 Required Latent 3.92 Specified Latent 9.00 Excess Latent Capacity 5.08 REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. Home Energy Rating Certificate Property HERS 200 South Oakwood Rating Type: Projected Rating Certified Energy Rater: Glenn Hooper Frank Zagarino Rating Date: 5/2/17 Rating Number: 0030-Oxxx 200 South Oakwood Rd Registry ID: Laurel, NY 11948 Estimated Annual Energy Cost Projected Rating: Based on Plans - Field Confirmation Required° Use MMBtu Percent Cost HERS Index: 63 Efficient Home Comparison: 37% Better Heating 58.9 Cost$966 27% General information Cooling 2.6 $154 4% Conditioned Area 2974 sq. ft. House Type Single-family detached Hot Water 21.1 $665 19% Conditioned Volume 27918 cubic ft. Foundation Conditioned basement Lights/Appliances 26.9 $1497 43% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $238 7% Mechanical systems Features Total 109.6 $3519 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE: Water Heating: Conventional, Propane, 0.62 EF, 40.0 Gal. I Criteria Cooling: Air conditi SA the minimum criteria for the following: Duct Leakage to Outside 118.00 CF 2015 Internati I Energy Conservation Code Ventilation System Exhaust On r)14.5 waRS1aW%Rffdge, Programmable Thermostat Heat=Yes; Building Shell Featuresff ML Ceiling Flat NANOW R-0. de ir Sealed Attic NA Exposed Floor NA Vaulted Ceiling R-37.0 Window Type U-Value: 0.300, SHGC: 0.250 Above Grade Walls R-23.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Foundation Walls R-13.0 Method Blower door test Glenn Hooper Residential Energy Conservation Lights and Appliance Features 3771 Nesconset Hwy Ste 101A Percent Interior Lighting 75.00 Range/Oven Fuel Electric S. Setauket, NY 11933 Percent Exterior Lighting 75.00 Clothes Dryer Fuel Electric 631-767-8828 Refrigerator(kWh/yr) 691 Clothes Dryer EF 3.01 Provider The Ber � � 'y Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the-rating provider. Open Joist by ASC - Span Charts Page 1 of'2 �= r, Where speed meets strength Product Features Span Charts •9-1/4"Truss Depth M Installatlon 11-7/8"Truss Depth n Information •14"Truss Depth ��'��• 16"Truss Depth Technical � - Information 9-114"Truss Depth" Code Compliance Downloadable 9-1/4"Depth Maximum Live Load Deflection(1-1360&U480,1-112"Minimum Bearing Each End) Details Chord'Size Chord'Grade Loading(PSF) 12"o c 16"o c 19 2"o.c. 24"o.c. Scaled Joist Profiles Floor Performance Live Dead L/360 U480 1-1360 U480 U360 U480 U360 U480 Span Charts 3x2 92 40 15 15'-9" 15'-9" 15'-9" 14'-11" 16-6" 14'-0" 14'3" 12'-10" Canadian 42 MSR 2100 40 15 19'-9" 19-5" 19'-1" 1T3" 1711" 16-6" 16-11" Controlled Vibration 3x2 #2 50 15 15'-9" 16-3" 15'-3" 13'4" 14'-3" 12'-10" 13'-2" 11'-11" Uniform Load 4x2 MSR 2100 50 15 19'-9" 1T-11" 1T-11" 1611" 16'-11" Tables Fire/Sound 3x2 #2 100 15 13'-2" 11'-11" 11'-11" 10'8" 11'-1" 9'-11" 9'4" 8'-9" Plan Specifications Design Software 11-718"Truss Depth* 11-7/8"Depth Maximum Live Load Deflection-(1-1360&U480,1-112"Minimum Bearing Each End) News Room Chord*Size Chord'Grade Loading(PSF) 12"o c. 16"o.c. 18.2"o.c. 24"o.c. Literature Live Dead U360 U480 1-1360 U480 U360 U480 LJ360 U480 3x2 #2 40 15 16-9" 16'-9" 16-9" 16'-9" 16-9" 16-8" 16-9" 15'-2" Environmental 4x2 #2 40 15 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-7" 1T-2" 1T-2" 4x2 MSR 2100 40 15 22'-9" 22'-9" 22'-9" 21'-0" 21'8' 19'-10" 19'3" Contact Us 3x2 #2 50 15 16-9" 16'-9" 16-9" 16-5" 16'-9" 15'-2" 14'-1" 14'-1" 4x2 #2 50 15 18'-9" 18'-9" 18'-9" 18'-5" 17-8„ 1T-3" 15.4„ 14-1" Home 4x2 MSR 2100 50 15 22'-9" 21'5" 21'-5" 19'-8" 20'3" 16'-3" 3x2 92 100 15 15-7" 14-1" 13'-11" 12'-9" 12,3" 11'-11" 10,13„ 19-4„ 4x2 #2 100 15 16'-11" Top of Page 14"Truss Depth' 14"Depth Maximum Live Load Deflection-(L/360&U480,1-1/2"Minimum Bearing Each End) Chord*Size Chord*Grade Loading(PSF) 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. Live Dead U360 U480 U360 U480 U360 U480 U360 U480 3x2 #2 40 15 1T-9" 1T-9" 17'-9" 1 T-9" 1 T-9" 1T-9" 1 T-9" 16,4" 4x2 #2 40 15 20'-9" 20'-9" 20'4" 20'-9" 20'-9" 19'-10" 16'-9" 16'-5" 4x2 MSR 2100 40 15 24'-9" 24'-9" 24'-8" 22'-9" 23'-5" 21'-2" 20'-10" 3x2 #2 50 15 17-9" 1T-9" 17'-9" 1T-7" 1T-9" 16'-5" 16,11„ 15'-3" 4x2 #2 50 15 29-9" 20'-9" 20,4„ 19-8„ 19-9" 18,5„ 4x2 MSR 2100 50 15 24'-9" 23-2" 23'-2" 21'-0" 21'-10" 3x2 #2 100 15 16'-9" 15'-2" 14,-4„ 13,-8„ 12'-10" 12,-8" 10'-9" 10'-9" 4x2 #2 100 15 18-4- 16"Truss Depth* 16"Depth Maximum Live Load Deflection-(L/360&L/480,1-112"Minimum Bearing Each End) Chord'Size Chord'Grade Loading(PSF) 12"o.c 16"o.c. 19.2"o.c. 24"o.c. Live Dead 1-1360 U480 1.1360 1-1480 U360 U480 U360 U480 3x2 #2 40 15 16,-9" 16,4„ 16-9" 16-9" 16,4„ 16-9" 16-9" 16'-9" 4x2 #2 40 15 21,-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 4x2 MSR 2100 40 15 25'-9" 25'-9" 25'-9" 25'-9" 25'-9" 25'-6" 25'-9" 22'-5" 4x2 MSR 2400 40 15 29'-9" 29'-8" 29'-9" 2T-7" 28'-5" 26-10" 3x2 #2 50 15 16'-9" 16-9" 16'4" 164" 16'-9" 16-9" 16-9" 16-9" 4x2 #2 50 15 21,-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 20'-10" 4x2 MSR 2100 50 15 25'-9" 25'-9" 25'-9" 25'-0" 25'-9" 22'-5" 23--19- 4x2 MSR 2400 50 15 29'-9" 28'-2" 28'-3" 26'-10" 3x2 #2 100 15 16,-9" 16-9" 16,4„ 16-8„ 13'5" 13'4" 11113., 111-41 4x2 #2 100 15 21'-9" 20'-10" 19'-1" 19'-0" 16'-9" 15'-9" 42 MSR 2100 100 15 23'-3" h //www.openjoist.com/tech/s ans.html 7/5/2017 PDF cre�e wrMpaTF-aac ory Pro trial version www.Pdffactory.com Open Joist by ASC - Span Charts Page 2 of 2 Too of Page • Yew details on fire resistance assemblies for one and two hour endurance • Bemuse Open JoistUi is a"stock"product,the length of an Open Joist truss determines the size and grade of the truss chords(see tables) Maximum spans published on the chart above may be limited by standard joist configuration To find maximum clear span for each truss depth in a given loading condition,refer to the bottom line of spans shown for that load condition • NOTE Clear spans shown on this chart are presented under the following conditions (1)Bearing of 1-1/2",(2)"Strongback"bracing is not considered,(3)Assumes a single layer of APA-rated wood sheathing is nailed or screwed,(4)Spans are clear distance between supports for uniformly loaded trusses and include allowable increases for repetitive use members • Special Engineering Note Open Joist trusses maybe manufactured with components that provide increased structural values that may exceed the performance levels indicated in these charts htt ://www.o enjoist.com/tech/s ans.html 7/5/2017 PDF create WithPpdfFac ory Pro ria version www.pdffactory.com Open Joist by ASC -L/360 Deflection, 151b. Dead Load Page 1 of`1 ` ' .' °` 2s1tir -Al °% " Where speed meets strength. Allowable Uniform Live Load Tables Product Features Allowable live loads,shown in pounds per square foot(PSF),are shown on these tables for the four common on-center spacing options and for vanous nstallation truss clear spans The tables show allowable loads for all four available truss depths I Information U360 Deflection,151b.Dead Load Values shown are in pounds per square foot(psf) Technical Information Clear Span 9-114"Depth 11-7/8"Depth 14"Depth 16"Depth Code Compliance o.c..Spacing o c.Spacing o.c.Spacing o.c.Spacing Downloadable 12" 16" 19.2" 24" 12" 16" 19.2" 24" 12" 16" 19.2" 24" 12" 16" 19.2" 24" Details 10'4" 183 134 109 84 212 155 127 99 241 177 145 113 241 177 145 113 Scaled Joist Profiles 11•-111 147 110 92 73 188 137 112 87 212 155 127 99 212 155 127 99 Floor Performance 12'-1" 115 86 72 58 164 119 97 75 188 137 112 87 18B 137 112 87 Span Charts Uniform Load 13'-1" 94 71 59 47 145 105 85 65 169 123 100 77 169 123 100 77 Tables 14'-1" 77 58 48 36 120 90 75 57 137 99 80 61 153 111 90 69 U360 Deflection, 16'-1" 64 48 40 32 102 77 64 49 128 93 75 57 145 105 85 65 151b Dead Load U480 Deflection, 16'4" 86 65 54 43 88 66 55 43 105 75 60 45 142 103 83 63 151b Dead Load 17"41, 72 54 45 36 91 65 51 38 90 64 51 38 169 123 100 77 0360 Deflection, 1S'-1" 61 46 38 30 84 59 47 35 99 71 56 42 161 117 95 73 251b Dead Load U480 Deflection, 19'-1" 53 40 33 26 92 65 52 39 88 62 49 37 128 92 74 57 251b Dead Load 20'-1" 78 59 49 38 80 56 44 33 148 107 87 67 18 in L360 PLF 21'-1" 67 50 42 34 83 62 51 38 121 87 70 53 Tables 18 in L480 PLF 22'-1" 59 44 37 30 74 56 44 33 127 91 74 56 Tables 23'-1" 64 48 40 29 104 78 65 52 20 in L360 PLF 24'-1" 58 43 36 29 95 72 60 47 Tables 20 in L480 PLF 26-1 83 62 52 42 Tables 26•.1" 83 62 52 42 Fire/Sound 27'-1" 75 56 47 36 Plan Specifications 28'-1" 64 48 40 32 Design Software 29'-1'• 56 42 35 28 News Room Consult Open Joist-Engineering for allowable loads at clear span ranges not shown • Special Engineering Note Open Joist trusses may be manufactured with components that provide increased structural values that may Literature exceed the performance levels indicated in these charts Environmental Contact Us Home httttpp//www.o enjoist.com/tech/360 15.html 7/5/2017 PDF creaTe wiffi paTI-aactoryyPro trial vers www.paffactory.com ON ENGINEERING; P.C. 7890 WEST NOTTINGHAM DRIVE • NAPPANEE, INDIANA 46550 PHONE, 574-773-7975 ETOMPOSQNTAIND.COM CLIENT: Signature Building Systems of PA DATE: June 29,2017 JOB NO: SBSPA062317-29 PROJECT: 217083 BUILDING CODE: ASCE7-10 MODULE DIMENSIONS: 15'-6"x 50'-0"with 15'-6"x 16'-10"tag ROOF SLOPE/TRUSS TYPE: 0.25/12 GROUND SNOW LOAD: 40psf WIND LOAD: Vult- 135mph Exp.D Vasd— 105mph Exp.D SEISMIC DESIGN CATEGORY: C CALCULATION INDEX Page Description Main 15'-6"x 5W-0"Unit 1.1-1.8 Design criteria and load combinations 2.1-2.2 Diaphragm design 3.1-3.24 Shearwall design 4.1-4.2 Shearwall connections Tag IF-6"x 11'-10"Unit 5.1-5.8 Design criteria and load combinations 6.1-6.2 Diaphragm design 7.1-7.18 Shearwall design 8.1 Shearwall connections NOTE: These calculations are applicable only to the structural elements and loading criteria specifically noted herein. These calculations shall not be construed in any way to specify, certify, or design any aspects of the structure not contained herein. Structural elements not contained herein are to be constructed in accordance with the prescriptive requirements of the adopted building code or designed by other registered design professionals, as applicable. Specified design criteria are based solely on information provided by the client and must be verified and approved by the local authority having jurisdiction. NTA,Engineering,P.C. is not responsible for fabrication or erection. If it is suspected that the calculations listed in this index have been modified,substituted,or altered in any way,contact NTA, Engineering,P.C.directly to obtain a file copy. TMP 05.02b NY Calculation Index 2010-02-26.doc Page 1 of 1 1 16.1000 IBC Criteria 2010-09-28.xis 6129/201710:49 AM i Input Page 1 of 5 Design Criteria Summary Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Location(s): IBC SDC C Substructure: Pian Dimensions: Vertical Dimensions: Roof Configuration: Ridge Length,B= 50.00 ft Stories Above Grade,n= 2 Framing Type: Mono Pitch Truss Gable Width,L= 15.50 ft Max.Blocking Height,hb= 36 in. Roof Slope,a= 0.25/12 pitch Module Width,L,= 15.50 ft Sidewall/Eave Height,ha= 246 In. Sidewall Overhang.LOH= 6 in. Min.Mean Roof Height,h= 25 ft Endwall Overhang,Boli= 6 in. Roof Cavity Insulation,R= 30 Uniformly Distributed Design Loads: Ground Floor Roof Other Floors(above ground) Floor Live,L= 40 psf Top Chord Load= 30.8 psf Floor Live,L= 40 psf Floor Dead,D= 10 psf Top Chord Dead Load= 10 psf Floor Dead,D= 10 psf Wall Dead Load,D„,= 5 psf Bottom Chord Live Load= 0 psf Wall Dead Load,Dw= 5 psf Wall Height,h„,= 108 in. Bottom Chord Dead Load= 10 psf Wail Height,hw= 108 In. Misc.Design Parameters: Seismic Loads: Occupancy Category: H (IBC Table 1604.5) Seismic Importance Factor,IE= 1.00 Mapped Coefficients: Ss= 0.55 g Roof/Snow Load: S,= 0.13 g Ground Snow Load,Pa= 40.0 psf Response Coefficients: Sos= 0.49 g Ground Snow Load NYS,PeNv= 44.0 psf SDI= 0.19 g Min.Design Load,Lr= 20.0 psf Site Class= D Flat-Roof Snow Load,Pr= 30.8 psf IBC Design Category= D Sloped Roof Snow Load= 30.8 psf IRC Design Category= C Max.Unbalanced Load,Pub= 0.0 psf Basic Seismic-Force-Resisting System: Snow Exposure Factor,CB= 1.0 A13 Light-frame walls with wood shear panels Snow Load Importance Factor,Is= 1.00 Response Modification Factor R= 6.5 Thermal Factor,Ce= 1.1 Design Base Shear Cs= 0.08 W Analysis Procedure: Wind Loads: A13 Light-frame walls with wood shear panels ' Wind Speed Vult= 135 mph Wind Speed Vasd= 105 mph Wind Exposure= D Flood Loads: Wind Importance Factor,Iw= 1.00 Site Specific flood loads have not been assessed In this Internal Pressure Coefficient= +1-0.18 analysis. For Buildings located In flood hazard areas, Mean Roof Height= 25.0 ft as established in Section 1612 3 of the IBC,floods loads must be considered as required by Section 1612 of the IBC. Components and Cladding Loads: Furthermore when required,the design information End Zone Interior Zone required by IBC section 1603.1.8 must be provided on the Component (psf) (psf) construction documents. Window +31.7/-42.5 +31.7/-344 Door +27/-33 +27/-29.6 Roof Cladding +12.9/-80.1 +12.91-31.7 Overhang -75.2 -45.7 NOTES: 1. Equivalent ground snow load at a thermal factor of 1.0 for use with the NYBC/NYRC ground snow load map. y 6.1000 IBC Criteria 2010-09-28.x15 6129/2017 10:49 AM Wind Page 2 of 5 Wind Load Calculation Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Building Geometry: Loading Conditions: Height Above Grade: Ridge Length,B= 50.0 ft Basic Wind Speed,Va,= 105 mph Sldewall Eave,z= 23.5 ft Total Width,L= 15.5 ft Importance Factor,IW= 1.00 Roof Peak,z= 237 ft Blocking Height,ht,= 36 in. Exposure Category: D Mean Roof Height,h= 25.0 ft Sldewall/Eve Height,ha= 246 in. Topographic Factor,Kt= 10 Roof Slope,a= 0.3 112 pitch Height&Exposure,Kh= 1.12 Component Dimensions: Roof slope,a= 1.2 deg. Dlrectionaiity,Kd= 0.85 Stud Height,he= 108 in Sidewell Overhang,LOH= 6 in. Wind Pressure,qh= 26.9 psf Truss Span,s,= 93 in Endwall Overhang,BOH= 6 in. Internal Pressure,Gap= 0.18 -0.18 Main Wlndforce-Reaistina Svstem Loads(MWFRS): Normal to Surface 1 2 3 4 5 6 1E 2E 3E 4E Trans +GCO 5.9 -23A -14.8 -12.6 -16.9 -16.9 11.8 -33.6 -19.1 -16.4 -GCpI 15.6 -13.7 -5.1 -3.0 -7.3 -7.3 21.2 -23.9 -9.4 -6.7 Max 15.6 -23.4 -14.8 -12.6 -16.9 -16.9 21.2 -33.6 -19.1 -16.4 Long +GCp 5.9 -23.4 -14.8 -12.6 -16.9 -16.9 11.8 -33.6 -19.1 -16.4 -GCpI 15.6 -13.7 -5.1 -3.0 -7.3 -7.3' 21.2 23.9 -9.4 -6.7 Max 15.6 -23.4 -14.8 -12.6 -16.9 -16.9 21.2 -33.6 -19.1 -16.4 Summed and Projected HORIZONTAL LOADS VERTICAL LOADS MAXIMUM HORIZONTAL WALL LOADS End Zone Interior Zone End Zone Interior Zone Windward Overhang Zone Wall Roof Wall Roof WW Roof LW Roof WW Roof LW Roof ,End Interior 1 E 4E 1 4 Trans 27.9 -14.5 18.5 -8.6 -33.6 -19.1 T-23.4 -14.8 -50.2 -40.0 21.2 -16.4 15.6 -12.6 Long 27.9 -14.5 18.5 -8.6 -33.6 -19.1 -23.4 -14.8 -50.2 -40.0 21.2 -16.4 15.6 -12.6 Components and Claddlna Loads(C&C): C&C End Zone Distance,a= 3.0 ft Area Pressure(psf) Area Pressure(psf) Roof Components: (ft`) Pas Nag Wag Components: (ft) Pos Neg Zone 1: Maximum 10 12.9 -31.7 Zone 4: Maximum 10 31.7 -04.4 Minimum 50 11.0 -29.8 Minimum 100 27.0 -29.6 Truss/Rafter 20.0 12.1 -30.9 Door 100.0 27.0 -29.6 Overhang 0.3 Na 45.7 Stud 27.0 29.7 -32.3 Zone 2: Maximum 10 12.9 -53.2 Zone 5: Maximum 10 31.7 -42.5 Minimum 100 10.2 -34.4 Minimum 100.0 27.0 -33.0 Truss/Rafter 20.0 12.1 -475 Door 100.0 27.0 -33.0 Overhang 0.3 n/a -45.7 Stud 27.0 1 29.7 -38.4 Zone 3: Maximum 10 12.9 -80.1 Minimum 100 10.2 -34.4 Truss/Rafter 20.0 12.1 -88.3 Overhang 0.3 n!a -75.2 1� I z - i 16.1000 IBC Criteria 2010-09-28.xis 6/29/2017 10:49 Ari Snow Page 4 of 5 Snow Load Assessment Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Design Parameters: Sloped Roof Snow Loads: Eave to ridge Distance,W= 8 it Ground Snow Load,pa= 40 psf a CS PS Exposure Factor,Ca= 1.0 (deg) Ct=1.0 C1=1.1 Ct=1.2 (psf) Thermal Factor,Ct= 1.1 1.2 1.00 1.00 1.00 30.8 Importance Factor,Is= 1.0 Framing Type: TrussesfOther Snow Density(y): Ice Dams Along Evee: y=0.13 pg+14= 19.2 pcf ps =2 p f = 30.8 psf but not more than 30 pcf Flat-Roof Snow Load(pr): Minimum Roof Live Load(Lr): (IBC 1607.11.2.1): p f=0.7CeC,IPg= 30.8 psf Rr= 1.0 Rz= 1 Rain on Snow Surcharge: F= 0.3 amax= 0.165 deg L,=20R1R2= 20.0 psf pg<=20 psf prss= 0.0 psf 12<_L,5 20 pf= 30.8 psf Minimum Values for Low-Slope Roofs: Applicable to roof slopes less than Monoslope roofs= 15.0 deg or amj,=70/W+0.5= 9.0 deg 2.38 deg amin= 15.0 deg pg<=20 psf p f=I,Pg= 40.0 psf pg>20 psf P/=207,= 20.0 psf pfmin= 20.0 psf p f= 30.8 psf Unbalanced Snow Loads: Applicable to roof slopes between: a max = 70.00 deg a..=70/W+0.5= 8,98 deg amt„= 2.38 deg governing amN = 2.38 deg Unbalanced Loads: pew S= 48.0011 pray Ridge Length Eave W=1.= 8.3 ft (psf) aft ft (psf) hd= 0.81 ft 0.0 0.0 0.0 0.0 Notes:1. Higher loads may apply were sliding snow or drifting occurs due to aerodynamic shade from higher protions of the building. 2.Applies only to unventilated roofs with less than R-30,and ventilated roofs with less than R-20.No other loads,except dead loads shall be present on the roof when this uniformly distributed load is applied. � 3 18 1000 IBC Criteria 2010-09-28.xis 6/29/201710:49 AM Sleismic Page 5 of 5 Seismic Load Calculation Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Location: IBC SDC C Design Classification: Response Acceleration:(ASCE 7,Figs.221,22-2) Occupancy Category:U Short Period(S j= 55%g Importance Category,IE: 1.00 1-Second Period(SI)= 13%g Site Class: D ASCE 7 Design Category.D IRC Design Category:C Seismic Resisting System:A13 Light-frame walls with wood shear panels Response Factor,R:6.5 System Overstrength Factor,Q. 3 0 Deflection Amplification Fclor,Cd:4.0 Spectral Response Acceleration: Mapped SHe Coeff. Maximum Design Ss S Fa Fv Sus Sen Sns Snr 0.55 0.13 1.36 2.28 0.75 0.30 0.50 0.20 Fundamental Period:(ASCE 7,Sec.12.8.1.1) Period Coefficient,CT= 0.020 Height to Highest Level,h„= 20.5 ft T.=Ch,*= 0.193 sec Seismic Response Coefficient:(Lateral Force Procedure,ASCE 7,Sec.9.5.5.2) C,m„=0.0445.4=0.022 Min.For SDC E of F. C.=%S =0077 R Is Cl— =USS =0.010 C.—= SDI =0.16 R11. Sec 12.8.1.1 Design C.= 0.077 Seismic Response Coefficient:(Simplified Analysis,Sec.1617.5) F= C,=1.2S_=0.092 Sec 12.19.8 Design Ce= 0.092 Seismic Base Shear: Base Shear Coefficient,Ce= 0.077 W Minimum Interconnection Force:(ASCE 7,Sec.12.1.3) 0.133 x Sos= 0.066 W Min.= 0.050 W CScXN= 0.066 W f I 1� I i 16.2512 Lateral Load Cases Gable Detailed 2 Story 2010-03-30.xis 6/29/201711:19 AM j 2 Story Detailed Page 145 I Lateral Load Analysis (Two-Story Building,Flexible Diaphragm) Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Building Geometry: Loading Conditions: Ridge Length,B= 50.0 ft Wind Speed= 105 mph Gable Width,L= 15.5 ft Exposure Category: D Module Width= 15.5 ft Blocking Height,hb= 36.0 In. Height Above Grade: Sldewall/Eve Height,he= 246.0 in. Stories Above Grade= 2 Roof Slope,a= 0.3/12 pitch Sidewall Eave(z)= 23.5 it Roof slope,a= 1.2 deg. Roof Peak(z)= 23.7 It Sidewall Overhang,LOH= 6.0 in. Mean Roof Height(h)= 25.0 it Endwall Overhang,BOH= 6.0 in. Foundation Type: Raised floor Seismic Design Parameters: Seismic Use Group:H ASD Adjustment Factor=0.7 Ground Other Roof Importance Category,IE: 1.00 IBC Seismic Design Cat.: D Wall Height,h,,(in.) 108 108 n/a Site Class: D IRC Seismic Design Cat.:C Wall Dead Weight(pst) 5 5 nla Response Factor,R: 6.5 SD,=0.50 Floor/Level Dead Weight(psf) 10 10 20 Cs=0.09 Bottom Chord Dead Weight(psf) -- - 10 Seismic Live Load(psf) 0 0 6.16 Transverse Diaphragm Parameters: Ground Floor Wall Height= 9.0 It Horizontal Wind Pressure(MWFRS) Above Ground Floor Wall Height= 9.0 ft Net Wall End Zone 27.9 Vertical Roof Projection= 0.2 ft Interior 18.5 Misc,Framing Height= 0.8 ftlievel d Net Roof End Zone 0.0 Blocking Height= 3.0 ft Interior 0.0 Ground Floor Endwall Weight= 698 Ibf Max.Wall End Zone 16.4 Above Ground Floor Endwall Weight= 698 Ibf A Interiorl 12.6 Gable Endwall Weight= 704 Ibf Max.Roof End Zonal 19.1 Interiorl 14.8 MWFRS End Zone,2a= 6.0 ft Wind Seismic Transverse Lateral Forces Net Weight Net 2nd of 2 Story End(plf) 137 -- -- Interior(plf) 91 - - Diaphragm(plf) - 450 29 Transverse Walls(Ibf/wall) - 355 23 Total Force to Transverse Walls(Ibf) 4835 -- 1497 Level OTM(ft-kip) 43.5 - 13.5 let of 2 Story End(pill 275 - - Interior(pif) 182 - - Diaphragm(pill - 245 16 Transverse Walls(Ibf/wall) - 349 22 Total Force to Transverse Walls(Ibf) 14505 - 3029 Level OTM(ft-kip) 190.2 - 44.5 Base of 2 Story End(pill 221 - -- Interior(pill 147 - - Diaphragm(pill - 200 13 Transverse Walls(Ibfiwall) - 349 22 Total Transverse Force at Base(Ibf) 22291 - 3719 Total OTM(ft-kip) 208.8 - 47.6 �-5 • i 96.2512 Lateral Load Cases Gable Detailed 2 Story 2010-03-30.xls 8129/201711:19 AM i 2 Story Detailed Page 3 of 5 I Lateral Load Analysis (Two-Story Building,Flexible Diaphragm) Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Diaphragm Parameters: Horizontal Wind Pressure(MWFRS) Ground Floor Wall Haight= 9.0 ft Net Wall End 27.9 Above Ground Floor Wall Height= 9.0 ft Interior 18.5 Vertical Roof Projection= 0.2 It e Net Roof End — Misc.Framing Height= 0.8 ft/level o Interior — Blocking Height= 3 ft Max.Wall End 16.4 Ground Floor Sidewall Weight= 2250 Ibm o, Interlorl 12.6 Above Ground Floor Sldewall Weight= 2250 Ibm Max.Roof End — Interior -- MWFRS End Zone,2a= 6.0 ft Wind Seismic Longitudinal Lateral Forces Net Weight Net 2nd of 2 Story(Total) End Max(plf) 141 — -- Min(plf) 137 — Interior Max(pll) 94 -- — Min(pif) 93 -- — Diaphragm(pll) — 1380 89 Longitudinal Walls(Ibf/wall) — 1125 72 Total Force to Longitudinal Walls(Ibf) 1721 — 1523 Level OTM(ft-kip) 15.5 — 13.7 Roof Dtaphgram Only End Max(pll) 2 — — Min(plf) 0 — - Interior Max(pit) 2 — -- Min(pll) 1 — — Diaphragm(plf) — 834 54 Roof Force to Longitudinal Walls(lbf) 13 -- 833 Ceiling Diaphgram Only End Max(pll) 139 -- Min(plf) 137 — — Interior Max(pif) 93 — — Min(pil) 92 Diaphragm(pil) -- 546 35 Coiling Force to Longitudinal Walls(lbf) 1707 — 690 1st of 2 Story End Zone(plf) 275 — — Interior(plf) 182 — — Diaphragm(plo — 548 35 Longitudinal Wells(Ibf/wall) — 1125 72 Total Force to Longitudinal Walls(Ibf) 5101 -- 2361 Level OTM(ft-kip) 67.1 — 38.2 Base of 2 Story End Zone(plo 221 -- -- Interior(plf) 147 -- Diaphragm(pit) — 503 32 Longitudinal Walls(Ibf/wall) -- 1125 72 Total Longitudinal Force at Base(Ibf) 7823 — 3008 Total OTM(ft-kip) 73.6 — 38.5 r 1 i 16.2512 Lateral Load Cases Gable Detailed 2 Story 2010-03-30.xis 6/29/201711:19 Alu1 i. 2 Story Detailed Page 4 of 5 Lateral Load Analysis (Two-Story Building,Flexible Diaphragm) Location Stiffness Governing Transverse Walls Wall Wall Along Length,X R, R,X d R,d R,d2 Lateral Loads(Ibf) Bracing 2nd Story Line Length (ft) (In.) (kiln.) (k) (ft) (k) (ft-k) Wind Seismic 1 0.0 2540 74g- 2 50.0 2540 749 3 4 5 6 7 8 9 10 z=1 0.0 0 CR,= — ft Location Stiffness Governing Longitudinal Walls Wall Wall Along Width,Y Ry RxX d Ryd Rydz Lateral Loads(Ibf) Bracing 2nd Story Line Length (ft) (in.) (kiln.) (k) (ft) (k) (ft-k) Wind Seismic A 0.0 946 762 B 34.5 15.5 1941 762 C D E F G H I J E= 0.0 0.0 CR,_ — ft Overall J= — Location Stiffness Governing Transverse Walls Wall Wall Along Length,X Rx R,X d R,d R',d2 Lateral Loads(Ibf) Bracing 1st Story Line Length (ft) (In.) (kiln.) (k) (ft) (k) (ft-k) Wind Seismic 1 0.0 7619 1515 2 50.0 7619 1515 3 4 5 6 7 8 9 10 E= 0.0 0.0 CR,_ — It Location Stiffness Governing Longitudinal Walls Wall Wall Along Wldth,Y Ry R,X d Ryd Ryd2 Lateral Loads(Ibf) Bracing 1st Story Line Length (ft) (in.) (kiln.) (k) (ft) (k) (k-In.) Wind Seismic A 0.0 2807 1180 B 34.5 15.5 5793 1180 C D E F G H I J E= 0.0 0.0 CR,= — ft Overall J= — } f i 16.2512 Lateral Load Cases Gable Detailed 2 Story 2010-03-30.xls 6/29/2017 11:19 AM 2 Story Detailed Page 5 of 5 Lateral Load Analysis (Two-Story Building,Flexible Diaphragm) Location Silffness Governing Transverse Foundation Wall Wall Along Length,X R, R,X d RXd R,d2 Lateral Loads QbQ Bracing 2 Story Line Length (ft) (in.) (kiln.) (k) (ft) (k) (ft-k) Wind Seismic 1 0.0 11708 1859- 2 50.0 11708 1859 3 4 5 6 7 8 9 10 E=I 0.0 0 CR,_ — it Location Stiffness Governing Longitudinal Foundation Wall Wall Along Width,Y Ry RXX d Ryd Ryd2 Lateral Loads(Ibl) Bracing 2 Story Line Length (ft) (in.) (kiln.) (k) (ft) (k) (ft•k) Wind Seismic A 0.0 4304 1504 B 34.5 15.5 8892 1504 C D E F G H , I J E= 0.0 0.0 CRy= — ft Overall J= — i I 23.0728 Design Transverse Shearwall Systems 2009-06-01.xis 6/29/201710:51 AM Diaphragms Page 1 of 2 Transverse Diaphragm Design Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Building Geometry: Wind Loading Conditions: Height Above Grade: Total Width,L= 15.5 it Wind Speed= 105 mph Stories Above Grade= 2.0 i Blocking Height,he= 36.0 in. Exposure Category: D Sidewall Eave(z)= 23.5 ft Sidewall/Eve Height,he= 246.0 In, End Zone Length,2a= 6.00 ft Roof Peak(z)= 23.7 ft Roof Slope,a= 0.3/12 pitch Mean Roof Height(h)= 25.0 ft Roof slope,a= 1.2 deg. Sidewall Overhang,LOH= 6.0 in. Endwall Overhang,BOH= 6.0 in. Vertical Roof Projection= 0.2 ft Wall Height= 9.0 ft(max.) Misc.Framing Height= 1.3 ft/level Seismic Design Parameters: Seismic Use Group:H Ground Other Roof Importance Category,IF: 1.00 Wall Height,hW(in.) 108 108 nla Site Class: D Wall Dead Weight(psf) 5 5 n/a Seismic Resisting System:A13 Light4rame wells with woad shear panals Floor/Level Dead Weight(psf) 10 10 20 Response Factor,R: 6.5 Seismic Live Load(psf) 0 0 6.16 Overstrength Factor,Ste: 3.0 Deflection Amp.Factor,Ca:4.0 Analysis Procedure: ASCE 7,Section 12.8 Simplified Analysis ASD Adjustment Factor= 0.7 Seismic Design Cat.: D IRC Seismic Design Cat.: C Effective Seismic Weight at Roof Level= 473 pit So$= 0.50 Effective Seismic Weight at Floor Level= 290 pit C$= 0.092 Additional Endwall Dead Weight- 698 Ibm NET Horizontal Wind Loads(M RS) Dlaphgram Loads Wali End Zone 27.9 Zone Wind Seismic d Interior 18.5 Roof Dlaphgram End(plf) 143 - Roof End Zone 0.0 Interior(plf) 95 30 Interior 0.0 Endwall Surcharge(Ibf) - 45 ii Wall End Zone 27.9 Above Ground End Zone(plf) 286 - Interior 18.5 Floor Dlaphgram Interior(plf) 190 19 Roof End Zone Endwall Surcharge(Ibf) - 45 Interior Ground Level End Zone(plf) 143 - Floor Dlaphgram interior(plf) 95 9 Endwall Surcharge(Ibf) -- 22 i Transverse Diaphragm Design Roof Diaphragm Sheathing Configuration: 7/16"Sheathing(Case 1) (Case 1,No Unblocked Edges or Framing Species: SPF Continuous Joints Parallel to Load) Fastener:0.131"x2.5"Nails Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 12' 296 212 46 Blocked 4 6 6 12 328 235 62 Blocked 4 4 6 12 438 313 62 Fastener: 1.5"x 16 Ga.Staples Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 6 178 127 46 Blocked 3 6 6 6 270 193 46 Fastener: 1.5"x 15 Ga.Staples Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 12 224 160 46 Blocked 4 6 6 12 333 238 62 I I I i ?3.0728 Design Transverse Shearwall Systems 2009-06-01.xls 6/29/201710:51 AM Diaphragms Page 2 of 2 Transverse Diaphragm Design Above Grade Floor Diaphragm Sheathing Configuration: 19/32"Sheathing(Case 1) (Case 1,No Unblocked Edges or Framing Species: SPF Continuous Joints Parallel to Load) Fastener: 0.13VK2.5" Nails Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 12 309 221 44 Blocked 4 6 6 12 348 248 50 Blocked 4 4 6 12 464 331 62 Fastener: 1.5"x 16 Ga.Staples Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 6 178 127 22 Blocked 3 6 6 6 270 193 37 Fastener: 1.5"x 15 Ga.Staples Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 12 224 160 30 Blocked 4 6 6 12 1 333 238 48 Grade Level Floor Diaphragm Sheathing Configuration: 19/32"Sheathing(Case 1) (Case 1,No Unblocked Edges or Framing Species:SPF Continuous Joints Parallel to Load) Fastener:0.131"x2.5" Nails Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 12 309 221 46 Blocked 4 6 6 12 348 248 62 Blocked 4 4 6 12 464 331 62 Fastener: 1.5"x 16 Ga.Staples Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 6 178 127 46 Blocked 3 6 6 6 270 193 46 Fastener: 1.5"x 15 Ga.Staples Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 12 224 160 46 Blocked 4 6 6 12 1 333 238 1 62 Connection Module Chord Quantity Each Side of Joint (fastener size and position exaggerated Length Force(FI) Fastener: Fastener: for illustration purposes) (ft) (Ibfl 0.131"x 3"Nails 2.5"x 15 Ga Staples Double top plate 40 1250 12 18 45 1581 12 22 l 50 1952 15 28 60 2811 22 40 70 3827 29 54 80 4998 38 70 4-ft minimum lap.Fasteners at 2"on center in multiple rows 2"(min.)apart Rim Joist Splice 40 2499 19 35 45 3163 24 44 • 50 3905 30 55 60 5623 43 79 • a 70 7653 58 107 F� • 80 9996 76 139 4-ft minimum lap.Fasteners at 2"on center In multiple rows 2" min.)apart i 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.x1s 6/291201710;53 AM ! Typical Page 1 of 3 Shearwall Design Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Wall Line: Bracing 2nd Story,Transverse Wall Line M2-1 Design Parameters: Shear OTM Wind Shear= 2540 Ibf 22.9 ft-kip Seismic Shear= 749 Ibf 6.7 ft-kip Response Factor,R: 6.5 50'-0"Length,231-8"O/A Height IBC Seismic Design Cat.: D 105 mph(Exp D),SDC D Bracing 2nd Story Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Height= 9.0 ft Rough Opening Location Overall Wall Length= 15.5 ft Mark Width Height Type Mark (ft) (in.) Wind Exposure: Exterior 1 3050-2 72 60 Window 1 3050-2 11.0 0 Items Supported: Endwall 2 2 Roof Only 3 3 4 4 Top of Openings= 60.0 in.AFF 5 5 Dimensioning Method: Center 6 6 7 7 8 8 9 10 11 Note:Field fastners spaced at 6"oc for 3/8"and 7/16"panels on studs 24"oc.For 16"oc 12 studs or other panel thicknesses,space fasteners at 12"oc. 13 14 15 Shearwall Sheathing Design: 16 Perforated Method Pert.Wall Length= 8.0 ft Wall Sheathing:7/16"Structural Sheathing,0.131"x2"Nail 6/12 Shear Panel Length= 8.0 ft Back Panel: None Max.Opening Height- 5.0 ft Panel Edge Framing: 1.5-In.edge framing Pert.Wall Factor= 1.00 Min.Framing SG:SPF Wind Shear= 817 pif Seismic Shear= 94 pif Anhorage: Uplift Force= -317 pif Chord Force= 2857 Ibf Wall Start:0'-0" Wall End: 8'4" Segmented Method Wind Seismic Wall Sheathing:7/16"Structural Sheathing,0.1311lx2"Nail 6/12 Cumulative Length(ft) 8.0 8.0 Bads Panel:None Design Shear(pif) 317.5 93.6 Panel Edge Framing:1.5-in.edge framing Mn.Framing SG:SPF Segment Layout:(w.r.t reference end of wall) I No. Start End No. Start End 1 01-01, 8'-0" 6 2 7 3 8 4 9 5 10 Chord Force= 2857 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure= 16.9 psf(MWFRS) Wind Zone End 38.4 psf(C&C End) Top-of-Wall -44 pif Out-of-Plane Shear= 76 pif(MWFRS) 0.6 x Wall DL 27 pit 173 psf(C&C) Perf.SW Uplift 0 plf In-Plane Shear= 317 plf(MWFRS) Bottom of Wall -17 plf Chord Force,P= 2857 Ibf 3 1 I i ?3.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/201710:53 AM Typical Page 2 of 3 Shearwall Design(cont) Wall Line: Bracing 2nd Story,Transverse Wall Line M2-1 Compression Chord Member Strength: Chord Force,P= 2857 IV Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF CD C, Cp Stress Load width(b)= 1.5 In. F,- 725 1.00 1.60 — 0.61 712 5873 depth(d)= 5.5 In. Fi= 350 1.00 1.60 — — 560 4620 C= 0.8 F01= 425 -- -- — — 425 3506 lJol= 19.6 Ems„= 440000 -- -- — — 440000 Fr,E= 938 OptionsSite-Installed Holdown Concrete Embedded Strap Holdown Preformed Holdown Strap-Type Holdown(Story-to-Story) Fi Fi 0h� I Connector: Simpson STHD14RJ Holdown:USP PHD2-SDS3 Strap:(1)Simpson CMST14 Fasteners: (38)0.149'x3.25"Nails Threadrod Dia.= 0.625 in. Fasteners:(24)0.131'x2.5'Nalls Each End Strap Width= 3.0 in. Chord Studs= 2 Qty Min. Strap Width= 3.00 in. End Length= 39.6 in. End Length= 23 in. Chord Studs= 3 Qty Min. Chord Studs= 2 Qty Min. Concrete P,= 2500 psi min. End Distance= 1.5 In.min. OptionsPlant-Installed Holdown Conventional Strap Holdown Pre-Bent Strap Holdown Preformed Holdown R� tri Fi ` Strap: (1)Simpson CMST14 Connector: Simpson MSTC65B3 Holdown: USP PHD2-SDS3 Fasteners:(24)0.131"x2.5'Nails Each End Fasteners: (29)0.14&'x 3"Nails Threadrod Dla.= 0.625 in. Strap Width= 3.00 in. Strap Width= 3 In. Chord Studs= 2 Qty Min. End Length= 23 In. End Length= in. Plate Washer Size Chord Studs= 2 Qty Min. Chord Studs= 2 Qty Min. Width Length Thk. 3.00 3.0 0.26 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated for chord force. 3. Plant installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be installed within 1"of the bottom of the rim joist. I c- o i 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/201710:53 AM � Typical Page 3 of 3 Shearwall Design(cont) Wall Line: Bracing 2nd Story,Transverse Wall Line M2.1 Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for illustration purposes) Parameters/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 in.cc #8 x 3"Screw 4 per bay (fastened through 5/8"gypsum) F,= 0 Ibf/bay #104"Screw 3 per bay F2= 230 Ibf/bay 3'x0.131"Nail 4 per bay FR= 230 Ibf/bay Stud Spacing= 24 In.cc #8 x 3"Screw 6 per bay �h �`• F,= 0 Ibf/bay #10x3"Screw 5 per bay F2= 345 Ibf/bay 3'x0.131"Nall 6 per bay FR= 345 Ibf/bay SW Bottom Plate-to-Rim Joist or Blocking Stud Spacing= 16 In.cc #8 x 3"Screw 3 per bay F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ibf/bay 3'x0.131"Nail 3 per bay FRO 230 Ib9bay Stud Spacing= 24 in.cc #8 x 3"Screw 3 per bay 4., F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 345 Ibf/bay 3'x0.131"Nail 3 per bay FR= 345 Ibf/bay Sheathing-to-Roof/Ceiling Rail Sheathing Type: OSB 0.099"x2"Nail 2 rows 5-in.cc (direct uplift carried by strap/clip attached directly Sheathing Thick.: 3/8-In. 0.113"x2.5"Nail 3-In.cc to stud) Tensile Strength: 960 plf 0.131"x2.5"Nail 44n.oc Shear Strength: 2951 pif 7/16"x2.5"x15 Ga.Staple 3-n•oc Panel CSI= 0.15 OK 7/16"x1.5"x16 Ga.Staple 2 rows 5-In.cc Min.Panel Width: 8,0 In. ,t`F pr F,= 317 pif F2= 44 pif I ; r FR= 320 pif tl is ' II It 17 ' Sheathing-to-Floor Rim Joist Sheathing Type: OSB 0.099"x2"Nail 2 rows 5-in.cc (direct uplift cabled by continuous sheathing Sheathing Thick.: 3/8-1n. 0.113"x2.5"Nall 3-in.cc lapped across Joint) Tensile Strength: 960 plf 0.131"x2.5"Nail 4-fn cc t Shear Strength: 2951.04 pif 7/16"x2.5"x15 Ga.Staple 3-In.cc Panel CSI= 0.12 OK 7/16'x1.5"x16 Ga.Staple 2 rows 5-In.cc Min.Panel Width: 8.0 in. .,;; F,= 317 pif F2= -17 pif FR= 318 pif � 3 � I %3.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/201710:54 AM Typical(2) Page 1 of 3 Shearwall Design Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Wall Line: Bracing 2nd Story,Transverse Wall Line M2-2 Design Parameters: Shear OTM Wind Shear= 2540 Ibf 22.9 ft-kip Seismic Shear= 749 Ibf 6.7 ft-kip Response Factor,R:6.5 60'-0"Length,231-8"O/A Height IBC Seismic Design Cat.: D 105 mph(Exp D),SDC D Bracing 2nd Story Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Height- 9.0 fi Rough Opening Location Overall Wall Length= 15.5 ft Mark Width Height Type Mark (ft) (In.) Wind Exposure:Exterior 1 3050 36 60 Window 1 3050 12.0 9 Items Supported: Endwall 2 2 Roof Only 3 3 4 4 Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Center 6 6 7 7 8 8 9 10 11 Note:Field fastners spaced at 6"oc for 3/8"and 7/16"panels on studs 24"cc.For 16"cc 12 studs or other panel thicknesses,space fasteners at 12"cc. 13 14 15 Shearwall Sheathing Design: 18 Perforated Method Perf.Wall Length= 11.3 ft Wall Sheathing:7/16"Structural Sheathing,0.131"x2"Nall 6/12 Shear Panel Length= 11.3 ft Back Panel: None Max.Opening Height= 5.0 ft Panel Edge Framing: 1.5-in.edge framing Perf.Wali Factor= 1.00 Min.Framing SG:SPF Wind Shear= 226 pif Seismic Shear= 87 pif Anhorage: Uplift Force= -226 pif Chord Force= 2032 Ibf Wall Start:0'-0" Wail End: 11'-3" Segmented Method Wind Seismic Wall Sheathing:7/16"Structural Sheathing,0.131"x2"Nall 6/12 Cumulative Length(ft) 11.3 11.3 Back Panel:None Design Shear(plf) 225.7 66.5 Panel Edge Framing: 1.5-in.edge framing Min.Framing SG:SPF Segment Layout:(w.r.t reference end of wall) No. Start End No. Start End 1 01-01, 11'-3" 6 2 7 3 8 4 9 5 10 Chord Force= 2032 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure= 16.9 psf(MWFRS) Wind Zone End 38.4 psf(C&C End) Top-of-Wall -44 pif Out-of-Plane Shear= 76 pif(MWFRS) 0.6 x Wall DL 27 pif 173 psf(C&C) Perf.SW Uplift 0 pif In-Plane Shear- 226 pif(MWFRS) Bottom of Wall -17 plf Chord Force,P= 2032 Ibf I �3'� 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6129/2017 10:54 AM Typical(2) Page 2 of 3• Sheanroail Design(cont.) Wall Line: Bracing 2nd Story,Transverse Wall Line M2-2 Compression Chord Member Strength: Chord Force,P= 2032 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress C, CD Cr Cp Stress Load width(b)= 1.5 in. F,= 725 1.00 1.60 — 0.61 712 5873 depth(d)= 5.5 in. Fr= 350 1.00 1.60 — — 560 4620 c= 0.8 Fu= 425 -- -- — — 425 3506 1,1d- 19.6 Emin= 440000 -- - — — 440000 F.E= 938 OptionsSite-Installed Holdown Concrete Embedded Strap Holdown Preformed Holdown Strap-Type Holdown(Story-to-Story) f, Fr F, i '+ate Connector:Simpson STHD14RJ Holdown:Simpson HDU2-SDS2.5 Strap: (1)Simpson CS14-R Fasteners:(38)0.148°x326'Nails Threadrod Dia.= 0.625 in. Fasteners: (18)0.131"x2.5'NaHs Each End Strap Width= 3.0 in. Chord Studs= 2 Qty Min. Strap Width= 1.25 In. End Length= 39.6 in. End Length= 20 In. Chord Studs= 2 Qty Min. Chord Studs= 1 Qty Min. Concrete P,= 2500 psi min. End Distance= 1.5 in.min. OptionsPlant-installed Holdown Conventional Strap Holdown Pre-Bent Strap Holdown Preformed Holdown R� Strap: (1)Simpson C814-R Connector:Simpson MSTC66B3 Holdown: Simpson HDU2SDS2 5 Fasteners: (18)0.131'x2.5'Nal•s Each End Fasteners:(21)0.148"x 3"Nails Threadrod Dia.= 0.625 in. Strap Width= 1.25 in. Strap Width= 3 in. Chord Studs= 2 Qty Min. End Length= 20 in. End Length= in. Plate Washer Size Chord Studs= 1 Qty Min. Chord Studs= 2 Qty Min. Width Length Thk. 3.00 3.0 0.26 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated for chord force. 3. Plant installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be Installed within 1"of the bottom of the rim joist. �3. i 73.0727 LFRS Shearwall Design Case Specific 2012-12-03.xls 6/29/201710:54 AM Typical(2) Page 3 of 3 Shearwall Design(cont) Wall Line: Bracing 2nd Story,Transverse Wall Line M2-2 Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for illustration purposes) Parameters/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 in.oc #8 x 3"Screw 4 per bay (fastened through 5/8"gypsum) Fr= 0 Ibf/bay #10x3"Screw 3 per bay FZ= 230 Ibf/bay 3'x0.131"Nail 4 per bay FR= 230 Ibf/bay Stud Spacing= 24 in.oc #8 x 3"Screw 6 per bay kry Fr= 0 Ibf/bay #10x3"Screw 5 per bay FZ= 345 Ibf/bay 3'x0.131"Nail 6 per bay FR= 345 Ibf/bay SW Bottom Plate-to-Rim Joist or Blocking Stud Spacing= 16 in.oc #8 x 3"Screw 3 per bay F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ib9bay 3'x0.131"Nall 3 per bay FR= 230 Ibf/bay Stud Spacing= 24 in.oc #8 x 3"Screw 3 per bay Fr= 0 Ibf/bay #10x3"Screw 3 per bay F2= 345 Ibf/bay 3'x0.131"Nail 3 per bay FR= 345 Ibf/bay Sheathing-to-Roof/Gelling Rail Sheathing Type: OSB 0.099"x2"Nail 3-In.oc (direct uplift carried by strap/clip attached directly Sheathing Thick.: 3/8-in. 0.113"x2.5"Nail 4-In.oc to stud) Tensile Strength: 960 pif 0.131"x2.5"Nail 6-In.oc Shear Strength: 2951 pif 7/16"x2.5"x15 Ga.Staple 44n.oc Panel CSI= 0.12 OK 7/16"x1.5"x16 Ga.Staple 34n.oc Min.Panel Width: 8.0 in. F,= 226 plf FZ= 44 plf I' FR= 230 pif fi j is I I. .t II Sheathing-to-Floor Rim Joist Sheathing Type: OSB 0.099"x2"Nail 34n.oc (direct uplift carried by continuous sheathing Sheathing Thick.: 3/8-In. 0.113"x2.5"Nail 41n.oc lapped across Joint) Tensile Strength: 960 plf 0.131"x2.5"Nail 6-In.oc Shear Strength: 2951.04 pif 7/16"x2.5"x15 Ga.Staple 4-in.oc Panel CSI= 0.09 OK 7/16"x1.5"x16 Ga.Staple 3-in.oc Min.Panel Width: 8.0 In. it r ' F,= 226 pif 1 t FZ= -17 pif FR= 226 pif i 4 3 Ccs ' 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 10:57 AM I. Typical(3) Page 1 of 3 Shearwall Design Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Wall Line: Bracing 2nd Story,Longitudinal Wall Line M2-A Design Parameters: Shear OTM Wind Shear= 946 Ibf 8.5 ft-kip Seismic Shear= 762 Ibf 6.9 ft-kip Response Factor,R:6.5 50'-0"Length,231-8"O/A Height IBC Seismic Design Cat.: D 105 mph(Exp D),SDC D Bracing 2nd Story Overall Wall Geometry: Opening Deflnitlons: Opening Locations: Wall Height= 9.0 ft Rough Opening Location Overall Wall Length= 50.0 ft Mark Width Height Type Mark (ft) (In.) Wind Exposure: Exterior 1 3050 36 60 Window 1 3050 3.0 0 Items Supported: Sidewall 2 3050-2 72 60 Window 2 3050 12.0 0 Roof Only 3 3 3050 24.0 6 4 4 3050-2 35.0 1 Top of Openings= 80.0 in.AFF 5 5 3050 45.0 11 Dimensioning Method: Center 6 6 7 7 8 8 9 10 11 Note:Field fastners spaced at 6"oc for 3/8"and 7/16"panels on studs 24"oc.For 16"cc 12 studs or other panel thicknesses,space fasteners at 12"cc. 13 14 15 Shearwall Sheathing Design: 16 Perforated Method Perf.Wall Length= 45.5 ft Wall Sheathing:7/16"Structural Sheathing,0.131"x2"Nail 6/12 Shear Panel Length= 30.5 ft Back Panel: None Max.Opening Height= 5.0 ft Panel Edge Framing: 1.5-in.edge framing Pert.Wall Factor= 0.82 Min.Framing SG:SPF Wind Shear= 31 plf Seismic Shear= 25 pit Anhorage: Uplift Force= -38 pit Chord Force= 341 Ibf Wall Start:4'-6" Wall End:50'-0" Segmented Method Wind Seismic Wall Sheathing:7/16"Structural Sheathing,0.131"x2"Nail 6/12 Cumulative Length(ft) 30.5 30.5 Back Panel: None Design Shear(plQ 31.0 25.0 Panel Edge Framing: 1.5-in.edge framing Mn.Framing SG:SPF Segment Layout:(w.r.t reference and of wall) I No. Start End No. Start End 1 4'-6" 10'-6" 6 2 13'-6" 23'-0" 7 3 26'4" 32'-1" 8 4 38'-1" 44'-5" 9 5 47'4" 50'-0" 10 Chord Force= 341 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure= 16.9 psf(MWFRS) Wind Zone End 38.4 psf(C&C End) Top-of-Wall -190 pit Out-of-Plane Shear= 76 pit(MWFRS) 0.6 x Wall DL 27 pff 173 psf(C&C) Perf.SW Uplift -38 pit In-Plane Shear= 31 pit(MWFRS) Bottom of Wall , -201 pit Chord Force,P= 341 Ibf 3.� 2,3.0727 LFRS Shearwall Design Case Specific 2012-12-03.xls 6/29/2017 10:57 AM Typical(3) Page 2 of 3 Shearwall Design(cont.) Wall Line: Bracing 2nd Story,Longitudinal Wall Line M2-A Compression Chord Member Strength: Chord Force,P= 341 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Co C, CP Stress Load width(b)= 1.5 in. F�= 725 ' 1.00 1.60 — 0.61 712 5873 depth(d)= 5.5 in. Ft= 350 1.00 1.60 — — 560 4620 C= 0.8 F0L= 425 -- — — — 425 3506 IJd= 19.6 Emco= 440000 — -- — — 440000 F,E= 936 OptionsSite-Insialled Holdown Concrete Embedded Strep Holdown Preformed Holdown Strap-Type Holdown(Story-to-Story) F' Rt fi I Connector: Simpson STHDI4RJ Holdown:Simpson HDU2-SDS2.5 Strap: (1)Simpson C822 Fasteners: (38)0.148"x3.25"Nalls Threadrod Dia.= 0.625 in. Fasteners:(4)0.131"x2.5"Nails Each End Strap Width= 3.0 in. Chord Studs= 2 Qty Min. Strap Width= 1.25 in. End Length= 39.6 in. End Length= 6 in. Chord Studs= 2 Qty Min. Chord Studs= 1 Qty Min. Concrete f.= 2500 psi min. End Distance= 1.5 in.min. Plant-Installod,Holdown Optiofis Conventional Strap Holdown Pre-Bent Strap Holdown Preformed Holdown F� F, F� Strap: (1)Simpson CS22 Connector: Simpson MSTC6683 Holdown: Simpson HDU2-SDS2.5 Fasteners: (4)0.131'x2.5°Nails Each End Fasteners: (4)0.148"x 3"Nails Threadrod Dia.= 0.625 In. Strap Width= 1.25 in. Strap Width= 3 in. Chord Studs= 2 Qty Min. End Length= 6 in. End Length= in. Plate Washer Size Chord Studs= 1 Qty Min. Chord Studs= 2 Qty Min. Width Length Thk. 3.00 3.0 0.26 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated for chord force. 3. Plant installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be installed within V of the bottom of the rim joist. f i I i 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.x1s 6/29/201710:57 AM Typical(3) Page 3 of 3 Shearwall Design(cont.) Wall Line: Bracing 2nd Story,Longitudinal Wall Line M2-A Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for illustration purposes) Parameters/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 In.oc #8 x 3"Screw 4 per bay (fastened through 5/8"gypsum) F,= 0 Ibflbay #10x3"Screw 3 per bay F2= 230 Ibf/bay 3"x0.131"Nail 4 per bay FR= 230 Ibf/bay .�•�`~ I Stud Spacing= 24 in.oc #8 x 3"Screw 6 per bay SCS `,�``•. Fr= 0 Ibflbay #10x3"Screw 5 per bay F2= 345 Ibf/bay 3x0.131"Nail 6 per bay FR= 345 Ibf/bay SW Bottom Plate-to-Rim Joist or Blocking Stud Spacing= 16 In,oc #8 x 3"Screw 3 per bay Fr= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 lbf/bay 3 x0.131"Nall 3 per bay FR= 230 Ibflbay Stud Spacing= 24 in.oc #8 x 3"Screw 3 per bay 4, Fr= 0 Ibflbay #10x3"Screw 3 per bay F2= 345 Ibflbay 3x0.131"Nall 3 per bay FR= 345 Ibflbay Sheathing-to-Roof/Ceiling Rail Sheathing Type: OSB 0.099"x2"Nail 4-in,oc (direct uplift carried by strap/clip attached directly Sheathing Thick.: 3/8-in. 0.113x2.5"Nail 5-in.oc to stud) Tensile Strength: 960 pif 0.131"x2.5"Nall 64n.oc Shear Strength: 2951 plf 7/16!W.5'k15 Ga.Staple 4-In.oc Panel CSI= 0.22 OK 7/16"x1.5"x16 Ga.Staple 4-In.oc Min.Panel Width: 8.0 In. Fr= 31 pif I; 1 •; F2= 201 pif FR= 203 plf i 4c !t Sheathing-to-Floor Rim Joist Sheathing Type: OSB 0.099"x2"Nail 44n.oc (direct uplift carried by continuous sheathing Sheathing Thick.: 3/8-In. 0.113"x2.5"Nail 54n.oc lapped across joint) Tensile Strength: 960 pif 0.131"x2.5"Nail 6-In.oc Shear Strength: 2951.04 pif 7/16"x2.5"x15 Ga.Staple 4-In.oc i Panel CS]= 0.22 OK 7/16x1.5"x16 Ga.Staple 4-in.oc 7 Min.Panel Width: 8.0 in. F = 31 plf •` Fr ;; F2= -201 pif FR= 203 pif I �o� X3.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/201711:00 AM Typical(4) Page 1 of 3 Shearwall Design Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Wall Line: Bracing 2nd Story,Longitudinal Wall Line M2-B Design Parameters: Shear OTM Wind Shear= 1941 Ibf 8.5 ft-kip Seismic Shear= 762 Ibf 6.9 ft-kip Response Factor,R: 6.5 60'-0"Length,231-8"O/A Height IBC Seismic Design Cat.: D 105 mph(Exp D),SDC D Bracing 2nd Story Overall Wall Geometry: Opening DefinlUons: Opening Locations: Wall Height= 9.0 It Rough Opening Location Overall Wall Length= 34.5 ft Mark Width Height Type Mark (ft) (In.) Wind Exposure: Exterior 1 3050 36 60 Window 1 3050 3.0 0 Items Supported: Sidewall 2 3050-2 72 60 Window 2 3050 12.0 0 Roof Only 3 3 3050 26,0 2 4 4 Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Center 6 6 7 7 8 8 9 10 11 Note:Field fastners spaced at 6"oc for 3/8"and 7/16"panels on studs 24"oc.For 16"oc 12 studs or other panel thicknesses,space fasteners at 12"oc. 13 14 15 Shearwall Sheathing Design: 16 Perforated Method Pert.Wall Length= 300 ft Wall Sheathing: 7/16"Structural Sheathing,0.131"x2"Nall 6/12 Shear Panel Length= 24.0 ft Back Panel: None Max.Opening Height= 5.0 ft Panel Edge Framing: 1.5-In.edge framing Perf.Wall Factor= 0.88 Min.Framing SG:SPF Wind Shear= 81 pif Seismic Shear= 32 plf Anhorage: Uplift Force= -92 pif Chord Force= 825 Ibf Wall Start:4'4" Wall End:34'-6" Segmented Method Wind Seismic Wall Sheathing:7/16"Structural Sheathing,0.131'2"Nail 6112 Cumulative Length(ft) 24.0 24.0 Back Panel:None Design Shear(pif) 80.9 31.7 Panel Edge Framing: 1.5-in.edge framing Kn.Framing SG:SPF Segment Layout:(w.r.t reference end of wall) No. Start End No. Start End 1 4'4" 10'-0" 6 2 13'-6" 24'-8" 7 3 27'-8" 34'-6" 8 4 9 5 10 Chord Force= 825 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure= 16.9 psf(MWFRS) Wind Zone End 38.4 psf(C&C End) Top-of-Wall -190 pif Out-of-Plane Shear= 76 plf(MWFRS) 0.6 x Wall DL 27 pif 173 psf(C&C) Pert.SW Uplift -92 pif In-Plane Shear= 81 pif(MWFRS) Bottom of Wall -254 pif Chord Force,P= 825 Ibf 3A) 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/291201711:00 AM Typical(4) Page 2 of 3 Shearwall Design(cant.) Wall Line: Bracing 2nd Story,Longitudinal Wall Line M2-B Compression Chord Member Strength: Chord Force,P= 825 IV Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Co Cr Cp Stress Load width(b)= 1.5 In. Fc= 725 1.00 1.60 — 0.61 712 5873 depth(d)= 5.5 in. Ft= 350 1.00 1.60 — — 560 4620 c= 0.8 Fes= 425 — -- — — 425 3506 1"/d= 19.6 Emin= 440000 — — — — 440000 F,= 938 OptionsSite-Installed Holdown Concrete Embedded Strap Holdown Preformed Holdown Strap-Type Holdown(Story-to-Story) FS FI I 1 Connector.Simpson STHD14RI Holdown:Simpson HDU2-SD82.5 Strap:(1)Simpson CS22 Fasteners: (38)0.148'x3.25"Nails Threadrod Dia.= 0.625 in. Fasteners:(8)0.131"x2.5'Nails Each End Strap Width= 3.0 in. Chord Studs= 2 Qty Min. Strap Width= 1.25 in. End Length= 39.6 In. End Length= 10 in. Chord Studs= 2 Qty Min. Chord Studs= 1 Qty Min. Concrete P.= 2500 psi min. End Distance= 1.5 in.min. OptionsPlant-Installed Holdown Conventional Strap Holdown Pre-Bent Strap Holdown Preformed Holdown Rr f� F� Strap: (1)Simpson C822 Connector:Simpson MSTCHB3 Holdown:Simpson HDU2-SDS2.5 Fasteners: (8)0.131"x2.5"Nails Each End Fasteners:(9)0.149'x 3"Nails Threadrod Dia.= 0.625 In. Strap Width= 1.25 in. Strap Width= 3 In. Chord Studs= 2 Qty Min. End Length= 10 in. End Length= in. Plate Washer Size Chord Studs= 1 Qty Min. Chord Studs= 2 Qty Min. Width Length Thk. 3.00 3.0 0.26 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit Installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated for chord force. 3. Plant installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be Installed within 1"of the bottom of the rim joist. 1 Z3.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/201711:00 AM Typical(4) Page 3 of 3 Shearwall Design(cont.) Wall Line: Bracing 2nd Story,Longitudinal Wall Line M2-13 Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for Illustrationpurposes) Parameters/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 In.oc #8 x 3"Screw 4 per bay (fastened through 5/8"gypsum) F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 lbflbay 3"x0.131"Nail 4 per bay FR= 230 Ibf/bay Stud Spacing= 24 in.oc #8 x 3"Screw 6 per bay F,= 0 Ibf/bay #10x3"Screw 5 per bay F2= 345 Ibf/bay 3"x0.131"Nail 6 per bay FR= 345 Ibf/bay SW Bottom Plate-to-Rim Joist or Blocking Stud Spacing= 16 in.oc #8 x 3"Screw 3 per bay F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 lbflbay 3)0.131"Nall 3 per bay FR= 230 ibf/bay Stud Spacing= 24 in.oc #8 x 3"Screw 3 per bay F,= 0 lbf/bay #10x3"Screw 3 per bay F2= 345 Ibf/bay 3"x0.131"Nail 3 per bay FR= 345 lbflbay Sheathing-to-Roof/Ceiling Rail Sheathing Type: OSB 0.099"x2"Nail 3-in.oc (direct uplift carried by strap/clip attached directly Sheathing Thick.: 3/8-In. 0.113"x2.5"Nail 4-in.oc to stud) Tensile Strength: 960 plf 0.131"x2.5"Nail 5-In.oc Shear Strength: 2951 plf 7/16"x2.5"x15 Ga.Staple 34n.oc • Panel CSI= 0.29 OK 7/16"x1.5"x16 Ga.Staple 3-in.oc Min.Panel Width: 8.0 In. ` F,= 81 pif F2= 254 pif FR= 267 plf � •I I is Sheathing-to-Floor Rim Joist Sheathing Type: OSB 0.099"x2"Nail 34n.oc (direct uplift carried by continuous sheathing Sheathing Thick.: 3/8-in. 0.113"x2.5"Nail 4-in.oc lapped across joint) Tensile Strength: 960 plf 0.131"x2.5"Nail 5-in.oc Shear Strength: 2951.04 pif 7/16"x2.5"x15 Ga.Staple 3-in.oc Panel CSI= 0.29 OK 7/16"x1.5"x16 Ga.Staple 3-In.oc ' Min.Panel Width: 8.0 in. , F,= 81 plf Rr `� ` F2= -254 plf • • FR= 267 pif I • I 3,I� 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 11:07 AM Typical(5) Page 1 of 3 Shearwall Design Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Wall Line: Bracing 1st Story,Transverse Wall Line M1-1 Design Parameters: Shear OTM Wind Shear= 7619 Ibf 99.9 ft-kip Seismic Shear= 1515 Ibf 22.3 ft-kip Response Factor,R:6.5 60'-0"Length,23'-8"0/A Height IBC Seismic Design Cat.: D 106 mph(Exp D),SDC D Bracing 1atStory Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Height= 9.0 ft Rough Opening Location Overall Wall Length- 15.5 ft Mark Width Height Type Mark (ft) (in.) Wind Exposure: Exterior 1 6068 72 80 Door 1 6068 11.0 0 Items Supported: Endwall 2 2 2nd of 2 Story 3 3 4 4 Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Center 6 6 7 7 8 8 9 10 11 Note:Field fastners spaced at 6"oc for 3/8"and 7/16"panels on studs 24"or.For 16"oc 12 studs or other panel thicknesses,space fasteners at 12"oc. 13 14 15 Shearwall Sheathing Design: 16 Perforated Method Pert.Wall Length= 8.0 ft Wall Sheathing: NG-Must use segmented design method Shear Panel Length= 8.0 it Back Panel:- Max.Opening Height= 6.7 it Panel Edge Framing:-- Perf.Wall Factor= 1.00 Min.Framing SG:-- Wind Shear- 952 pif Seismic Shear= 189 plf Anhorage: Uplift Force= -952 plf Chord Force= 8571 Ibf Wall Start:- Wall End: -- Segmented Method Wind Seismic Wall Sheathing: Double Sided,7/16"Structural Sheathing,0.131"x2"Nail 4/12 Cumulative Length(ft) 8.0 8.0 Back Panel:Same as front panel Design Shear(pif) 952.4 189.3 Panel Edge Framing: 1.5-In.edge framing l Un.Framing SG:SPF Segment Layout:(w.r.t reference end of wall) I No. Start End No. Start End 1 01-01, 8'-0" 6 2 7 3 8 4 9 5 10 Chord Force= 8571 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Upllft Forces:(-Upward/+Downward) Out-of-Plane Pressure= 16.9 psf(MWFRS) Wind Zone End 38.4 psf(C&C End) Top-of-Wall -11 pif Out-of-Plane Shear= 76 plf(MWFRS) 0.6 x Wall DL 27 pif 173 psf(C&C) Pert.SW Uplift 0 plf In-Plane Shear= 952 pif(MWFRS) Bottom of Wall 16 pif Chord Force,P= 8571 IV 3313 i sy23.0727 LFRS Sheanxall Design Case Specific 2012-12-03.x1s 6/29/2017 11:07 AM Typical(5) Page 2 of 3 j Shearwall Design(cont.) Wall Line: Bracing let Story,Transverse Wall Line M1-1 Compression Chord Member Strength: Chord Force,P= 8571 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Co Cr Cp Stress Load width(b)= 1.5 in. F,,= 725 1.00 1.60 - 0.61 712 5873 depth(d)= 5.5 In. Fi= 350 1.00 1.60 - - 560 4620 C= 0.8 Fes= 425 -- _ - 425 3506 IJd= 19.6 Emco= 440000 -- - - - 440000 F,E= 938 OptionsSite-1 nsta I loci Holdown Concrete Embedded Strap Holdown Preformed Holdown Strap-Type Holdown(Story-to-Story) F, R� F Connector:NG-Cannot be used Holdown:USP PHD8-SDS3 Strap: (1)Simpson CMST12 Fasteners:- Threadrod Dia.= 0.875 in. Fasteners:(65)0.131"x2.5°Nails Each End Strap Width=-- In. Chord Studs= 3 Qty Min. Strap Width= 3.00 In. End Length=-- in. End Length= 115 in. Chord Studs= - Qty'Min. Chord Studs= 3 Qty Min. Concrete fc=- psi min. End Distance=-- in.min. Plant-Installed Holdown Options Conventional Strap Holdown Pre-Bent Strap Holdown Prefomred Holdown F� ;V Strap: (1)Simpson CMST12 Connector:NG-Cannot be used Holdown: USP PHD8-SDS3 Fasteners: (65)0.131°x2.5°Nails Each End Fasteners:- Threadrod Dia.= 0.875 in. Strap Width= 3.00 in. Strap Width=- in. Chord Studs= 3 Qty Min. End Length= 115 In. End Length= in. Plate Washer Size Chord Studs= 3 Qty Min. Chord Studs=- Qty Min. Width Length Thk. 3.00 7.0 0.60 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated for chord force. 3. Plant installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be installed within 1"of the bottom of the rim joist. I 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/201711:07 A11A Typical(5) Page 3 of 3 Shearwall Design(cont.) Wall Line: Bracing 1st Story,Transverse Wall Line M1.1 Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for Illustration purposes) Parameters/Loads diameter or staple size) Spacing SW Tap Plate-to-Truss or Blocking Stud Spacing= 16 In.oc #8 x 3"Screw 4 per bay (fastened through 5/8"gypsum) F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ibf/bay 3'x0.131"Nail 4 per bay FR= 230 Ibf/bay Stud Spacing= 24 in.oc #8 x 3"Screw 6 per bay ati ``• F,= 0 Ibf/bay #10x3"Screw 5 per bay F2= 345 Ibf/bay 3'x0.131"Nail 6 per bay FR= 345 Ibf/bay SW Bottom Plate-to-Rim Joist or Blacking Stud Spacing= 16 In.oc #6 x 3"Screw 3 per bay F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ibf/bay 3'x0.131"Nail 3 per bay FR= 230 Ibflbay Stud Spacing= 24 in.oc #8 x 3"Screw 3 per bay F,= 0 Ibf/bay #104"Screw 3 per bay F2= 345 Ibf/bay 3"x0.131"Nail 3 per bay FR= 345 Ibf/bay Sheathing-to-Roof/Celling Rail Sheathing Type: OSB 0.099"x2"Nail 2 rows 3-in.oc (direct uplift carried by continuous sheathing Sheathing Thick.: 3/8-in. 0.113"4.5"Nail 2 rows 4-in.oc lapped across joint) Tensile Strength: 960 pif 0.131"x2.5"Nail 3-in.oc Shear Strength: 2951 pif 7/16"x2.5"x15 Ga.Staple 2 rows 4-In.oc FZ Panel CSI= 0.17 OK 7/16x1.5"x16 Ga.Staple 2 rows 3-in.oc Min.Panel Width: 8.0 in. Fr= 952 pif i • F,= 460 pif F2= 11 plf In addition attach top and FR= 460 pif bottom plates to rails with 3-In oc I I ); 0.131"x3"nails i° Il Sheathing-to-Floor Rim Joist Sheathing Type:OSB 0.099"x2"Nail 2 rows 3-in.oc (direct uplift carried by continuous sheathing Sheathing Thick.: 3/8-in. 0.113"x2.5"Nall 2 rows 4-in.oc lapped across joint) Tensile Strength: 960 plf 0.131"x2.5"Nall 3-in.oc Shear Strength: 2951.04 pif 7/16'x2.5"x15 Ga.Staple 2 rows 4-in.oc ' I Panel CSI= 0.17 OK 7/16"x1.5"x16 Ga.Staple 2 rows 3-in.oc '' I Min.Panel Width: 8.0 in. A Fr= 952 pif �'�` `�•"�, I; Fr= 460 plf I t F2= 16 plf In addition attach top and FR= 461 pif bottom plates to rails with 3-in oc 0.131"x3"nails 'f 2,3.0727 LFRS Shearwall,Design Case Specific 2012-12-03.xis 6129/2017 11:09 AM i Typical(6) Page 1 of 3 Shearwall Design Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Wall Line: Bracing 1st Story,Transverse Wall Line M1-2 Design Parameters: Shear OTM Wind Shear= 7619 Ibf 99.9 ft-kip Seismic Shear= 1515 IV 22.3 ft-kip Response Factor,R:6.5 50'-0"Length,23'-8"O/A Height IBC Seismic Design Cat.: D 105 mph(Ftp D),SDC D Bracing let Story Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Height= 9.0 it Rough Opening Location Overall Wall Length= 15.5 ft Mark Width Height Type Mark (ft) (in.) Wind Exposure: Exterior 1 3-0 38.5 80 Door 1 3-0 12.0 9 Items Supported: Endwall 2 2 2nd of 2 Story 3 3 4 .4 Top of Openings= 80.0 In.AFF 5 5 Dimensioning Method: Center 6 6 7 7 8 8 9 10 11 Note:Field fasiners spaced at 6"oc for 3/8"and 7116"panels on studs 24"oc.For 16"oc 12 studs or other panel thicknesses,space fasteners at 12"or. 13 14 15 Shearwall Sheathing Design: 16 Perforated Method Perf.Wall Length= 11.1 ft Wall Sheathing: NG-Must use segmented design method Shear Panel Length= 11.1 ft Back Panel:— Max.Opening Height= 6.7 ft Panel Edge Framing:-- Part.Wall Factor= 1.00 Min:Framing SG:— Wind Shear= 684 pif Seismic,Shear= 136 pif Anhorage: Uplift Force= -684 plf Chord Force= 6152 Ibf Wall Start:-- Wall End: — Segmented Method Wind Seismic Wall Sheathing:7/16"Structural Sheathing,0.131"x2"Nail 2112 Cumulative Length(ft) 11.1 11.1 Bads Panel: None Design Shear(plf) 683.6 135.9 Panel Edge Framing:3-in.edge framing Min,Framing SG:SPF Segment Layout:(w.r.t reference end of wall) No. Start End No. Start End 1 2 7 3 8 4 9 5 10 Chord Force= 6152 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure=. 16.9 psf(MWFRS) Wind Zone End 38,4 psf(C&C End) Tap-of-Wall -11 pif Out-of-Plane Shear= 76 pif(MWFRS) 0.6 x Wall DL 27 pif 173 psf(C&C) Pert.SW Uplift 0 pif In-Plane Shear= 684 plf(MWFRS) Bottom of Wall 16 pif Chord Force,P= 6152 IV I 4 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 11:09 Alyn y Typical(6) Page 2 of 3 Shearwall Design(cont.) Wall Line: Bracing let Story,Transverse Wall Line Mi-2 Compression Chord Member Strength: Chord Force,P= 6152 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Cp Cr Cp Stress Load width(b)= 1.5 in. F,= 725 1.00 1.60 - 0.61 712 5873 depth(d)= 5.5 In. Fr= 350 1.00 1.60 - - 560 4620 c= 0.8 Fes= 425 - - - - 425 3506 IJd= 19.6 Emco= 440000 - -- - - 440000 FeE= 938 Holdown Options Concrete Embedded Strap Holdown Preformed Holdown Strap-Type Holdown(Story-to-Story) f1 I f i i Connector:NG-Cannot be used Holdown:USP PHD6-SDS6 Strap:(1)Simpson CMST14 Fasteners:- Threadrod Dia.= 0.875 In. Fasteners:(52)0.131"x2.5"Nails Each End Strap Width=-- in. Chord Studs= 2 Qty Min. Strap Width= 3.00 In. End Length=-- in. End Length= 47 In. Chord Studs=-- Qty Min. Chord Studs= 2 Qty Min. Concrete f.= - psi min. End Distance=- in.min. OptionsPlant-Installed Holdown Conventional Strap H0ldown Pre-Bent Strap Holdown Preformed Holdown r R� Strap: (1)Simpson CMST14 Connector:NG-Cannot be used Holdown: USP PHD6-SD86 Fasteners: (52)0.131"x2.5"Nalls Each End Fasteners:- Threadrod Dia.= 0.875 in. Strap Width= 3.00 In. Strap Width=- in. Chord Studs= 2 Qty Min. End Length= 47 in. End Length. in. Plate Washer Size Chord Studs= 2 Qty Min. Chord Studs=- Qty Min. Width Length Thk. 3.00 5.1 0.43 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated for chord force. 3. Plant installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be installed within 1"of the bottom of the rim joist. • I 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 11:09 AM Typical(6) Page 3 of 3 Shearwall Design(cont.) Wall Line: Bracing 1st Story,Transverse Wall Line M1-2 Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for Illustration purposes) Parametere/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 in.oc #8 x 3"Screw 4 per bay (fastened through 518"gypsum) F,= 0 Ibf/bay #104"Screw 3 per bay Fz= 230 Ibf/bay 3"x0.131"Nail 4 per bay FR= 230 Ibfibay Stud Spacing= 24 In.oc #8 x 3"Screw 6 per bay �� �`• F,= 0 Ibf/bay #10x3"Screw 5 per bay FZ= 345 Ibf/bay 3'x0.131"Nail 6 per bay FR= 345 Ibf/bay SW Bottom Plate-to-Rim Joist or Blocking Stud Spacing= 16 in.oc #8 x 3"Screw 3 per bay F,= 0 Ibf/bay #10x3"Screw 3 per bay FZ= 230 Ibf/bay 3'x0.131"Nail 3 per bay FR= 230 Ibf/bay Stud Spacing= 24 In.oc #8 x 3"Screw 3 per bay F,- 0 lbf/bay #10x3"Screw 3 per bay FZ= 345 Ibf/bay 3"x0.131"Nall 3 per bay FR= 345 Ibf/bay Sheathing-to-Roof/Ceiling Rail Sheathing Type: OSB 0.099"x2"Nail 3 rows 3-In.oc (direct uplift carried by strap/clip attached directly Sheathing Thick.: 3/8-in. 0.113"x2.5"Nail 2 rows 3-in.oc to stud) Tensile Strength: 960 pif 0.131"x2.5"Nail 2 rows 4-in.oc Shear Strength: 2951 pif 7116"x2.5"x15 Ga.Staple 3 rows 4-in.oc Panel CSI= 0.24 OK 7/16"x1.5"x16 Ga.Staple 3 rows 3-in.oc Min.Panel Width: 8.0 in. •tN F F,= 684 pif 1 F2= 11 pif FR= 684 plf i. it I7 Sheathing-to-Floor Rim Joist Sheathing Type:OSB 0.099"x2"Nell 3 rows 3-1n:oc (direct uplift carried by continuous sheathing Sheathing Thick.:3/8-In. 0.113"x2.5"Nail 2 rows 3-in,oc lapped across Joint) Tensile Strength: 960 pif 0.131"x2.5"Nail 2 rows 44n.oc Shear Strength: 2951.04 pif 7/16"x2.5"x15 Ga.Staple 3 rows 44n.oc '• ' Panel CSI= 0.25 OK 7/16"x1.5"x16 Ga.Staple 3 rows 3-In.oc t� I Min.Panel Width: 8.0 in. F,= 684 plf ` Fr FZ= 16 pif • `�''; FR= 684 plf I I 1 a It I 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 11:13 AM Typical(7) Page 1 of 3 Shearwall Design Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Wall Line: Bracing 1st Story,Longitudinal Wall Line MI-A Design Parameters: Shear OTM Wind Shear= 2807 Ibf 36.9 ft-kip Seismic Shear= 1180 Ibf 19.1 ft-kip Response Factor,R: 6.5 50'-0"Length,23'-8"O/A Height IBC Seismic Design Cat.: D 105 mph(Exp D),SDC D Bracing 1st Story Overall Wall Geometry: Opening Deflnitlons: Opening Locations: Wall Height= 9.0 it Rough Opening Location Overall Wall Length= 50.0 ft Mark Width Height Type Mark (ft) (in.) Wind Exposure: Exterior 1 3050 36 60' Window 1 3050-2 4.0 10 Items Supported: Sidewall 2 3050-2 72 60 Window 2 3050-2 13.0 5 2nd of 2 Story 3 2430-2 56 36 Window 3 3050-2 23.0 2 4 4 2430-2 35.0 5.5 Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Center 6 6 7 7 8 8 9 10 11 Note:Field fastners spaced at 6"oc for 3/8"and 7/16"panels on studs 24"oc.For 16"oc 12 studs or other panel thicknesses,space fasteners at 12"oc. 13 14 15 Shearwall Sheathing Design: 16 Perforated Method Perf.Wall Length= 42.2 ft Wall Sheathing. 7/16"Structural Sheathing,0.131"x2"Nail 6/12 Shear Panel Length= 25.5 ft Back Panel: None Max.Opening Height= 5.0 ft Panel Edge Framing: 1.5-in.edge framing Pert.Wall Factor= 0.79 Min.Framing SG:SPF Wind Shear= 110 plf Seismic Shear= 46 pif Anhorage: Uplift Force= -139 pif Chord Force= 1252 Ibf Wall Start:T-10" Wail End: 50'-0" Segmented Method Wind Seismic Wall Sheathing:7116"Structural Sheathing,0.131"x2"Nall 6/12 Cumulative Length(ft) 25.5 25.5 Back Panel:None Design Shear(plf) 110.1 46.3 Panel Edge Framing:1.5-in.edge framing Un.Framing SG:SPF Segment Layout:(w r.t reference end of wall) No. Start End No. Start End 1 7'-10" 10'-5" 6 2 16'-5" 20'-2" 7 3 26'-2" 33'-1" 8 4 37'-9" 50'-0" 9 5 10 Chord Force= 1252 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure= 16.9 psf(MWFRS) Wind Zone End 38.4 psf(C&C End) Top-of-Wall -116 pif Out-of-Plane Shear= 76 plf(MWFRS) 0.6 x Wall DL 27 pif 173 psf(C&C) Perf.SW Uplift -139 pif In-Plane Shear= 110 plf(MWFRS) Bottom of Wali -228 pif Chord Force,P= 1252 Ibf 3 c� ?,3.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/201711:13 AM Typical(7) Page 2 of 3 Shearwall Design(cont) Wall Line: Bracing 1st Story,Longitudinal Wall Line MI-A Compression Chord Member Strength: Chord Force,P= 1252 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Co Cr CP Stress Load width(b)_ - 1.5 in. F.= 725 1.00 1.80 — 0.61 712 5873 depth(d)= 5.5 in. Ft= 350 1.00 1.60 — — 560 4620 C= 0.8 FL= 425 — -- — — 425 3506 IJd= 19.6 E,w,= 440000 — -- — — 440000 F,= 938 OptionsSite-Installed Holdown Concrete Embedded Strep Holdown Preformed Holdown Strap-Type Holdown(Story-to-Story) Ft Fj Ft Connector.Simpson STHD14RJ Holdown:Simpson HDU2-SDS2.5 Strap:(1)Simpson CS18 Fasteners:(38)0.148°x3.25"Nails Threadrod Dia.= 0.625 in. Fasteners: (12)0.131W.5"Nails Each End Strap Width= 3.0 In. Chord Studs= 2 Qty Min. Strap Width= 1.25 in. End Length= 39.6 in. - End Length= 14 in. Chord Studs= 2 Qty Min. Chord Studs= 1 Qty Min. Concrete fc= 2500 psi min. End Distance= 1.5 in.min. OptionsPlant-Installed Holdown Conventional Strap Holdown Pre-Bent Strep Holdown Preformed Holdown F� f� fi .67 Strap:(1)Simpson CS18 Connector. Simpson MSTC66B3 Holdown:Simpson HDU2SDS2.5 Fasteners:(12)0.131"x2.5"Nails Each End Fasteners:(13)0.148"x 3"Nails Threadrod Dia.= 0.625 in. Strap Width= 1.25 in. Strap Width= 3 In. Chord Studs= 2 Qty Min. End Length= 14 in. End Length= in Plate Washer Size Chord Studs= 1 Qty Min. Chord Studs= 2 Qty Min. Width Length Thk. 3.00 3.0 0.26 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit Installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated for chord force. 3. Plant Installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less then 4 fasteners,or the lowest fastener on the strap must be Installed within 1"of the bottom of the rim joist. 3 a© 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/201711:13 AM l Typical(7) Page 3 of 9 i Shearwall Design(cont.) Wall Line: Bracing 1st Story,Longitudinal Wall Line M1-A Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for Illustration purposes) Parameters/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 in.cc #8 x 3"Screw 4 per bay (fastened through 5/8"gypsum) F,= 0 Ibf/bay #104"Screw 3 per bay F2= 230 Ibf/bay 3'(0.131"Nail 4 per bay FR= 230 Ibf/bay ������•I Stud Spacing= 24 in.cc #8 x 3"Screw 6 per bay ,��`'• F,= 0 Ibf/bay #10x3"Screw 5 per bay F2= 345 Ibf/bay 3"x0.131"Nall 6 per bay FR= 345 Ibf/bay SW Bottom Plate-to-Rim Joist or Blocking Stud Spacing= 16 In.cc #8 x 3"Screw 3 per bay F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ibf/bay 3'(0.131"Nall 3 per bay FR= 230 Ibflbay Stud Spacing= 24 in.cc #8 x 3"Screw 3 per bay F,= 0 Ibflbay #10x3"Screw 3 per bay F2= 345 Ibf/bay 3"x0.131"Nail 3 per bay FR= 345 Ibflbay Sheathing-to-Roof/Ceiling Rail Sheathing Type: OSB 0.099"x2"Nail 3-In.cc (direct uplift carried by strap/clip attached directly Sheathing Thick.: 318-in. 0.113"x2.5"Nail 4-in.cc to stud) Tensile Strength: 960 pif 0.131"x2.5"Nail 6-in.cc Shear Strength: 2951 pif 7/16"x2.5"x15 Ga.Staple 4-in.cc Panel CSI= 0.28 OK 7/16"x1.5"x16 Ga.Staple 3-in.cc Min.Panel Width: 8.0 in. F,= 110 pif j F2= 228 pif FR= 253 plf I 1 i Sheathing-to-Floor Rim Joist Sheathing Type: OSB 0.099"x2"Nail 34n.cc (direct uplift carried by continuous sheathing Sheathing Thick.: 3/8-in. 0.113x2.5"Nail 4-In.cc lapped across Joint) Tensile Strength: 960 pif 0.131"x2.5"Nall 5-In.cc t Shear Strength: 2951.04 pif 7/16"x2.5"x15 Ga.Staple 4-In.cc Panel CSI= 0.28 OK 7/16"x1.5"x16 Ga.Staple 3-In.cc Min.Panel Width: 8.0 In. F,= 110 pif F2= -228 plf � M1 FR= 253 pif i A L? 83.0727 LFRS Shearwall Design Case Specific 2012-12-03.xls 6/29/201711:17 AM Typical(8) Page 1 of 3 Shearwall Design Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217063 Wail Line: Bracing 1st Story,Longitudinal Wall Line MI-B Design Parameters: Shear OTM Wind Shear= 5793 Ibf 36.9 ft-kip Seismic Shear= 1180 Ibf 19.1 ft-kip 0; Response Factor,R: 6.5 60'-0"Length,23'-8"O/A Height IBC Seismic Design Cat.: D 105 mph(Exp D),800 D Bracing 1st Story Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Height= 9.0 ft Rough Opening Location Overall Wall Length= ' 34.5 ft Mark Width Height Type Mark (ft) (in.) Wind Exposure:Exterior 1 3050 36 60 Window 1 3050-2 4.0 10 Items Supported: Sidewall 2 3050-2 72 60 Window 2 3050 15.0 6 2nd of 2 Story 3 3-0 38.5 80 Door 3 3-0 20.0 0 4 4 3050 24.0 6 Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Center 6 6 7 7 8 8 9 10 11 Note:Field fastners spaced at 6"oc for 3/8"and 7/16"panels on studs 24"oc.For 16"ac 12 studs or other panel thicknesses,space fasteners at 12"oc. 13 14 15 Shearwall Sheathing Design: 16 Perforated Method Perf.Wall Length= 26.7 ft Wall Sheathing: NG-Must use segmented design method Shear Panel Length= 14.7 ft Back Panel:— Max.Opening Height= 6.7 ft Panel Edge Framing:— Perf.Wag Factor= 0.65 Min.Framing SG:— Wind Shear= 395 pit Seismic Shear= 80 pif Anhorage: Uplift Force= -612 pif Chord Force= 5510 Ibf Wall Start:— Wall End:— Segmented Method Wind Seismic Wall Sheathing:7/16"Structural Sheathing,0.131"x2"Nail 4/12 Cumulative Length(ft) 14.7 14.7 Back Panel:None Design Shear(pif) 395.0 80.5 Panel Edge Framing: 1.5-In.edge framing Min.Framing SG:SPF Segment Layout:(w.r.t reference end of wall) No. Start End No. Start End 1 7'-10" 14'4" 6 2 26'-0" 34'-6" 7 3 8 4 g 5 10 Chord Force= 3555 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure= 16.9 psf(MWFRS) Wind Zone End 38.4 psf(C&C End) Top-of-Wall -116 pif Out-of-Plane Shear= 76 pif(MWFRS) 0.6 x Wall DL 27 plf 173 psf(C&C) Pert.SW Uplift 0 pif In-Plane Shear= 395 pif(MWFRS) Bottom of Wall -89 pif Chord Force,P= 3555 Ibf as 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/201711:17 A@4, Typical(8) Page 2 of 3 Shearwall Design(cont.) Wail Line: Bracing list Story,Longitudinal Wall Line MI-B Compression Chord Member Strength: Chord Force,P= 3555 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF CD C, Cp Stress Load width(b)- 1.5 in. F.= 725 1.00 1.60 — 0.61 712 5873 depth(d)= 5.5 in. Ft= 350 1.00 1.60 — — 560 4620 c= 0.8 FL= 425 — -- — — 425 3506 I�ld- 19.6 Emr,= 440000 — -- — — 440000 FCE= 938 OptionsSite-Installed Holdown Concrete Embedded Strap Holdown Preformed Holdown Strap-Type Holdown(Story-to-Story) � � f Fr Rr I , I Connector:Simpson STHD14RJ Holdown: USP PHD2SDS3 Strap:(1)Simpson CMST14 Fasteners: (38)0.148"x3.25"Neils Threadrod Dia.- 0.625 in. Fasteners:(30)0.131"x2.5"Nalls Each End Strap Width= 3.0 In. Chord Studs= 2 Qty Min. Strap Width= 3.00 in. End Length= 39.6 In. End Length= 28 in. Chord Studs= 3 Qty Min. Chord Studs= 2 Qty Min. Concrete f.- 2500 psi min. End Distance= 1.5 in.min. OptionsPlant-histallo(I Holdown Conventional Strap Holdown Pre-Bent Strap Holdown Preformed Holdown Fr F� �1 Strap:(1)Simpson CMST14 Connector. Simpson MSTC66B3 Holdown: USP PHD2SD83 Fasteners:(30)0.131"x2.5'Nails Each End Fasteners:(36)0.148"x3"Nails Threadrod Dia.= 0.625 in. Strap Width= 3.00 in. Strap Width= 3 In. Chord Studs= 2 Qty Min. End Length= 28 in. End Length= in. Plate Washer Size Chord Studs= 2 Qty Min. Chord Studs= 2 Qty Min. Width Length Thk. 3.00 3.0 0.26 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated for chord force. 3. Plant installed,strap-type hoidowns must be bent around rim joist and secure to bottom of rim jolst with not less than 4 fasteners,or the lowest fastener on the strap must be Installed within 1"of the bottom of the rim joist. I L? I ' I 133.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 8/29/201711:17 AM Typical(8) Page 3 of 3 Shearwall Design(cont.) Wall Line: Bracing let Story,Longitudinal Wall Line 111111-B Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for Illustration purposes) Parameters/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 In.oc #8 x 3"Screw 4 per bay (fastened through 5/8"gypsum) F,= 0 Ib9bay #10x3"Screw 3 per bay F2= 230 Ib9bay 3"x0.131"Nail 4 per bay FR= 230 IbBbay ••`'- Stud Spacing= 24 in.oc #8 x 3"Screw 6 per bay �^" `• F,= 0 Ibf/bay, #10x3"Screw 5 per bay F2= 345 Ibf/bay 3x0,131"Nail 6 per bay FR= 345 Ibf/bay SW Bottom Plate-to-Rim Joist or Blocking Stud Spacing= 16 in.oc #8 x 3"Screw 3 per bay Fj= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ibf/bay TWA 31"Nail 3 per bay FR= 230 Ibf/bay Stud Spacing= 24 in.oc #8 x 3"Screw 3 per bay h+ F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 345 Ibf/bay 3'5(0.131"Nail 3 per bay FR= 345 Ibf/bay, Sheathfng-to-Roof/Calling Rail Sheathing Type: OSB 0.099"x2"Nail 2 rows 4-in.oc (direct uplift carried by strap/clip attached directly Sheathing Thick.:3/8-in. 0.113"x2.5"Nail 2 rows 5-In.oc to stud) Tensile Strength: 960 pif 0.131"x2.5"Nail ,3-in.oc Shear Strength: 2951 plf 7/16"x2.5"x15 Ga.Staple 2 rows 4-In.oc Panel CSI= 0.25 OK 7/16"x1.5'5(16 Ga.Staple 2 rows 4-1n.oc Min.Panel Width: 8.0 in. Fr= 395 pif N,ilF2= 116 pif FR= 412 pif Sheathing-to-Floor Rim Joist Sheathing Type: OSB 0.099"x2"Nail 2 rows 4-in.oc (direct uplift carried by continuous sheathing Sheathing Thick.: 3/8-In. 0.113"x2.5"Nail 2 rows 5-in,oc lapped across Joint) Tensile Strength: 960 pif 0.131"x2.5"Nail 3-In.oc Shear Strength: 2951.04 pif 7/16"x2.5"x15 Ga.Staple 2 rows 5-in.oc tt Panel CSI= 0.23 OK 7/16"x1.5"x16 Ga.Staple 2 rows 4-in.oc Min.Panel Width: 8.0 in. R Fi- 395 pif .• r 1; Fz= -89 pif FR= 405 pif f , f . E Shearwall Connections Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Endwall Sidewall A 2nd floor sw 2540 lbs 2nd floor sw 946 lbs 1 st floor sw 7619 lbs 1st floor sw 2807 lbs base 11708 lbs base 4304 lbs 2nd story to 1 st story 2nd story to 1 st story Force 5079.5 Ib Force 1876.5 Ib width 15.5 ft length 50 ft load 327.7 plf load 37.5 pif nail spacing 3"oc nail spacing 34 "oc Use Lapped Sheathing with 0.131"x2.5"nails at Toc Use Lapped Sheathing with 0.131"x2.5"nails at 6"oc 1st story rim to sill 1st story rim to sill Force 11708 Ib Force 4304 Ib width 15.5 ft length 50 ft load 755.4 pif load 86.1 pif toe nails 3"oc 436.0 plf nail spacing 15 'bc nail spacing 4 "oc Use Lapped Sheathing with 0.131"x2.5"nails at 6"oc Use Lapped Sheathing with 0.131"x2.5"nails at 4"oc AND 0.131"x3"nails toed at Too Sill to Foundation on-site by others Force 4304 Ib Sill to Foundation on-site by others width 50 ft Force 11708 Ib load 86.1 pif width 15.5 ft load 755.4 plf Corner connection Sidewall B .131 nail=132lbs 2nd floor sw 1941 lbs wall height 9 ft 1 st floor sw 5793 lbs spacing 6 'bo base 8892 lbs capacity 2376 lbs 2nd story to 1st story Tao Unit to Main Unit Force 3867 Ib At 2nd story ceiling-995lbs length 34.5 ft use 3/8"lags at 48"oc load 112.1 plf At 1 st story ceiling-2986lbs nail spacing 11 "oc use 3/8"lags at 18"oc Use Lapped Sheathing with 0.131"x2.5"nails at Woo 1st story rim to sill Force 8892 Ib length 34.5 ft load 257.7 plf nail spacing 5 "oc Use Lapped Sheathing with 0.131"x2.5"nails at 4"oc Sill to Foundation on-site by others Force 8892 Ib width 34.5 ft load 257.7 pif ril I Design Wood Beam Analysis 2012-03-14.xis Timber Beam Analysis 6/29/2017 4:36 PM Dim Output Page 1 of 1 Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: Point Load Header with Shearwall Tie Down Member Properties: Material Properties: Grade: #2 plies= 2 Tabulated Co CFb Cr Allowable Species: SPF A= 16.5 In? Fb= 875 1.60 1.30 1.00 1820 psi b= 1.5 in. Ix= 41.6 In 4 F„= 135 1.60 -- — 216 psi d= 5.5 in. SX= 15.1 In." Fu= 425 — -- — 425 psi E= 1400000 — — — 1400000 psi Concentrated Loads: Uniform Loads: Case Magnitude Position _ Case Magnitude Position LL -825 IV L Deflection Limit:L 1 360 L+0.51)Deflection Limit:L/240 Beam Diagram: LL Load Ca®b 01, V-01. LL 459 367 Flexural Strength: Shear Strenath: Unsupported Length,lu= 1 In. Vu= 458 lbs Effective Length Factor= 2.06 Vn= 2376 lbs Effective Length,le= 2.06 in. Vu/Vn= 0.19 OK Slenderness Ratio,Rb= 2.24 Fb"= 1820 psi Minimum Bearina at Supports: FbE= 278023 psi FbE/Fe= 152.8 Pu= 458 lbs Stability Factor,CL= 1.00 Bearing Width,b= 3 In. Min.Length= 0.4 in. Mu= 14667 In-lbs Mn= 27518 in:ibs Deflection Limits: Mu/Mn= 0.53 OK LL Deflection:U 664 OK LL+0.5DL Deflection:U 664 OK Notes:1. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 2. Restraint against lateral moment and rotation must be provided at all support locations. I 16.1000 IBC Criteria 2010-09-28.xis 6/29/201710:22,AM Input Page 1 of 5 i Design Criteria Summary Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Location(s): IBC SDC C Substructure: Plan Dimensions: Vertical Dimensions: Roof Configuration: Ridge Length,B= 16.83 ft Stories Above Grade,n= 2 Framing Type: Mono Pitch Truss Gable Width,L= 15.50 ft Max.Blocking Height,hb= 36 in. Roof Slope,a= 0.25/12 pitch Module Width,L,n= 15 50 ft SidewalllEave Height,he= 246 in. Sidewall Overhang,Lox= 6 in, Mln.Mean Roof Height,h= 25 ft Endwall Overhang,BOH= 6 in. Roof Cavity Insulation,R= 30 Uniformly Distributed Design Loads: Ground Floor Roof Other Floors(above ground) Floor Live,L= 40 pat Top Chord Load= 30.8 psf Floor Live,L= 40 psf Floor Dead,D= 10 psf Top Chord Dead Load= 10 psf Floor Dead,D= 10 psf Wall Dead Load,D„,= 5 psf Bottom Chord Live Load= 0 psf Wail Dead Load,Dw= 5 psf Wall Height,h„,= 108 In. Bottom Chord Dead Load= 10 psf Wall Height,hw= 108 In. Misc.Design Parameters: Seismic Loads: Occupancy Category: H (IBC Table 1604.5) Seismic Importance Factor,IE= 1.00 Mapped Coefficients: Ss= 0.55 g RooflSnow Load: S,= 0.13 g Ground Snow Load,Pa= 40.0 psf Response Coefficients: SUI= 0.49 g Ground Snow Load NYS,PONY= 44.0 psf SDI= 0.19 g Min.Design Load,Lr= 20.0 psf Site Class= D Flat-Roof Snow Load,Pr= 30.8 psf IBC Design Category= D Sloped Roof Snow Load= 30.8 psf IRC Design Category= C Max.Unbalanced Load,P,b= 0.0 psf Basic Seismio-Force-Resisting System: Snow Exposure Factor,C,= 1.0 A13 Light-frame walls with wood shear panels Snow Load Importance Factor,Is= 1.00 Response Modification Factor R= 6.5 Thermal Factor,C,= 1.1 Design Base Shear Cs= _ 0.08 W Analysis Procedure: Wind Loads: A13 Light-frame walls with wood shearparnels Wind Speed Vult= 135 mph Wind Speed Vasd= 105 mph Wind Exposure= D Flood Loads: Wind Importance Factor,Iw= 1.00 Site Specific flood loads have not been assessed in this Internal Pressure Coefficient= +/-0.18 analysis. For Buildings located in flood hazard areas, Mean Roof Height= 25.0 ft as established in Section 1612.3 of the IBC,floods loads must be considered as required by Section 1612 of the IBC Components and Cladding Loads: Furthermore,when required,the design information End Zone Interior Zone required by IBC section 1603.1.6 must be provided on the Component (psf) (psf) constriction documents. Window +31.7/-42.5 +31.7/-34.4 Door +27/-33 +271-29.6 Roof Cladding +12.9/-80.1 +12.9/-31.7 Overhang -75.2 -45.7 NOTES: 1. Equivalent ground snow load at a thermal factor of 1.0 for use with the NYBC/NYRC ground snow load map. I I I 16.1000 IBC Criteria 2010-09-28.xi5 6129/2017 10:22 AM Wind Page 2 of 5 IMnd Load Calculation Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Building Geometry: Loading Conditions: Height Above Grade: Ridge Length,B= 16.8 ft Basic Wind Speed,V3,= 105 mph Srdewall Eave,z= 23.5 ft Total Width,L= 15.5 It Importance Factor,1,= 1.00 Roof Peak,z= 23.7 It Blocking Height,hb= 36 In. Exposure Category: D Mean Roof Height,h= 25.0 It SldewalI/Eve Height,he= 246 In. Topographic Factor,Kt= 1.0 Roof Slope,a= 0.3/12 pitch Height&Exposure,Kh= 1.12 Component Dimensions: Roof slope,a= 1.2 deg. Directionality,Kd= 0.85 Stud Height,he= 108 In Sidewall Overhang,LOH= 6 in. Wind Pressure,qh= 269 psf Truss Span,at= 93 in Endwall Overhang,BOH= 6 In. Internal Pressure,Gcp= 0.18 -0,18 Main Wlndforce-Reeleting System Loads(MWFRSI• Normal to Surface 1 2 3 4 5 6 1E 2E 3E 4E Trans +GCq 5.9 -23.4 -14.8 -12.6 -16.9 -16.9 11.6 -33.6 -19.1 -16.4 -GCpI 15.6 -13.7 -5.1 -3.0 -7.3 -7.3 21.2 -23.9 -9.4 -6.7 Max 15.6 -23.4 -14.8 -12.8 -16.9 -16.9 21.2 -33.6 -19,1 -16.4 Long +GCO 5.9 -23.4 -148 -12.6 -16.9 -16.9 11.6 -33.6 -19.1 -16.4 -GCpI 15.6 -13.7 -5.1 -3.0 -7.3 -7.3 21.2 -23.9 -9.4 -6.7 Max 16.6 -23.4 -14.8 -12.6 -16.9 -169 21.2 -33.6 -19.1 -16.4 Summed and Projected HORIZONTAL LOADS VERTICAL LOADS MAXIMUM HORIZONTAL WALL LOADS End Zone Interior Zone End Zone Interior Zone Windward Overhang Zone Wall Roof Wall Roof WW Roof LW Roof WW Roof LW Roof End Interior 1 E 4E 1 4 Trans 27.9 -14.5 18.6 -8.6 -33.6 -19.1 -23A -14.8 -50,2 -40.0 21.2 -16.4 15.6 -12.6 Long 27.9 -14.5 18.5 -8.6 -33.6 -19.1 -23.4 -14.8 -502 -400 21.2 -16.4 15.6 -12.6 Components and Cladding Loads(C&C): C&C End Zone Distance,a= 3.0 ft Area Pressure(psf) Area Pressure(psf) Roof Components: (ft`) Pos Neg Wall Components: (ft`) Pos Neg Zone 1: Maximum 10 12.9 -31.7 Zone 4: Maximum 10 31.7 -34.4 Minimum 50 11.0 -29.8 Minimum 100 270 -29.6 Truss/Rafter 20.0 12.1 -30.9 Door 100.0 27.0 -29.6 Overhang 0.3 Na -45.7 Stud 27.0 29.7 -32.3 Zone 2: Maximum 10 12.9 -63.2 Zone 6: Maximum 10 31.7 -42.5 Minimum 100 10.2 -34.4 Minimum 100.0 27.0 -33.0 Truss/Rafter 20.0 121 -47.5 Door 100.0 27.0 -33.0 Overhang 0.3 Na -457 Stud 27.0 1 29.7 -38.4 Zone 3: Maximum 10 12.9 -80.1 Minimum 100 10.2 -34.4 Truss/Rafter 20.0 12.1 -66.3 Overhang 0.3 Na -75.2 i 5 � f 16.1000 IBC Criteria 2010-09-28.xis 6/29/201710:22 AM Snow Page 4 of 5 E Snow Load Assessment Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Design Parameters: Sloped Roof Snow Loads: Eave to ridge Distance,W= 8 ft Ground Snow Load,pe= 40 psf a Ce p, Exposure Factor,Ce- 1.0 (deg) Ct=1.0 C1=1.1 C,=1.2 (psf) Thermal Factor,G= 1.1 1.2 1 1.00 1.00 1.00 30.8 Importance Factor,Is= 1.0 Framing Type: Trusses/Other Snow Density(y): Ice Dams Along Eves': y=0.13 pg +14= 19.2 pcf ps =2 p f = 30.8 psf but not more than 30 pcf Flat-Roof Snow Load(pr): Minimum Roof Live Load(Lr): (IBC 1607.11.2.1): p f=0.7C,C,IPg= 30.8 psf Ri= 1.0 R2= 1 Rain on Snow Surcharge. F= 0.3 amax= 0.165 deg Lr=20RiR2= 20.0 psf pg<=20 psf prss= 0.0 psf 12:5 Lr 5 20 pf= 30.8 psf Minimum Values for Low-Slope Roofs: Applicable to roof slopes less than Monoslope roofs= 15.0 deg or a„,=70/W+0.5= 9.0 deg 2.38 deg amin= 15.0 deg pa <=20 psf p f=I,Pg= 40.0 psf pg>20 psf pr=201,= 20.0 psf pfmin= 20.0 psf p f= 30.8 psf Unbalanced Snow Loads: Applicable to roof slopes between: a„Wx= 70.00 deg ami,=70/W+0.5= 8.98 deg 8,,,1„= 2.38 deg governing a 2.38 deg Unbalanced Loads: PLW S= 48.00/1 Pww Ridge Length Eave W=I„= 8.3 It s p (ft) s h d= 0.81 ft 0.0 0.0 0.0 0.0 Notes:1. Higher loads may apply were sliding snow or drifting occurs due to aerodynamic shade from higher protions of the building. 2. Applies only to unventilated roofs with less than R-30,and ventilated roofs with less than R-20.No other loads,except dead loads shall be present on the roof when this uniformly distributed load is applied. 1•� i 16.1000 IBC Criteria 2010-09-28 As 6/29/201710:22 AM ' Seismic Page 5 of 5 Seismic Load Calculation Client: Signature Building Systems of PA Job Number:SBSPA062317-29 Description:217083 Location: IBC SDC C Design Classification: Response Acceleration:(ASCE 7,Figs.22-1,22-2) Occupancy Category.II Short Period(S,)= 55%g Importance Category,IF 1.00 1-Second Period(Sj)- 13%g Site Class:D ASCE 7 Design Category:D IRC Design Category.C Seismic Resisting System:A13 Light-frame walls with woodshearpanels Response Factor,R.6.5 System Overstrength Factor,il,:3.0 Deflection Amplification Fetor,Ca:4.0 Spectral Response Acceleratlon: Mapped Site COW MBXlmum -Design $8 S Fa F„ S,, SAH SDs SDI 0.55 0.13 1.36 2.28 0.75 0.30 0.50 0.20 Fundamental Period:(ASCE 7,Sec.12.8.1.1) Period Coefficient,CT= 0.020 Height to Highest Level,h,= 20.5 It T.=C,hri°= 0.193 sec Seismic Response Coefficient:(Lateral Force Procedure,ASCE 7,Sea 9.5.5.2) C,,,=0.044SDsle=0.022 Min.For SDC E of F: C= SDs =0.077 R/Is 0.55, — C,00 = r —0.010 �� SD' —0.16 Re�T 9Is Sec 12.8.1.1 Design C = 0.077 s Seismic Response Coefficlent:(Simplirred Analysis,Sec 1617.5) F= C,="2S-=0.092 Sec 12.14.8 Design CB= 0.092 Seismic Base Shear. Base Shear Coefficient,CB= 0.077 W Minimum Interconnection Force:(ASCE 7,Sec.12.1.3) 0.133 x SOB= 0.066 W Min.= 0,050 W CSCM= 0.066 W 15A 16.2512 Lateral Load Cases Gable Detailed 2 Story 2010-03-30.xis 6/29/201710:23 AM 2 Story Detailed Page 1 of 5 Lateral Load Analysis (Two-Story Building,Flexible Diaphragm) Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Building Geometry: Loading Conditions: Ridge Length,B= 16.6 it Wind Speed= 105 mph Gable Width,L= 15.5 it Exposure Category: D Module Width= 15.5 ft Blocking Height,hb= 36.0 in. Height Above Grade: Sidewall/Eve Height,he= 246.0 in. Stories Above Grade= 2 Roof Slope,a= 0.3/12 pitch Sidewall Eave(z)= 23.5 It Roof slope,a= 1.2 deg. Roof Peak(z)= 23.7 ft Sidewall Overhang,LOH= 6.0 in. Mean Roof Height(h)= 25.0 ft Endwall Overhang,BOH= 6.0 in. Foundation Type: Raised floor Seismic Design Parameters: Seismic Use Group:II ASD Adjustment Factor=0.7 Ground Other Roof Importance Category,IE: 1.00 IBC Seismic Design Cat.: D Wall Height,h,,(in.) 108 108 n/a Site Class: D IRC Seismic,Design Cat.:C Wall Dead Weight(psf) 5 5 n/a Response Factor,R: 6.5 SDs=0.50 Floor/Level Dead Weight(psf) 10 10 20 Cs=0.09 Bottom Chord Dead Weight(psf) -- - 10 Seismic Live Load(psf) 0 0 6.16 Transverse Diaphragm Parameters: Ground Floor Wall Height= 9.0 it Horizontal Wind Pressure(MWFRS Above Ground Floor Wall Height= 9.0 ft Net Wall End Zone 27.9 Vertical Roof Projection= 0.2 ft Interior 18.5 Misc.Framing Height= 0.8 ft/level Net Roof End Zone 0.0 Blocking Height= 3.0 ft d Interior 0.0 Ground Floor Endwall Weight= 698 Ibf Max.Wall End Zone 16.4 Above Ground Floor Endwall Weight= 698 Ibf Interior, 12.6 Gable Endwall Weight= 704 Ibf Max.Roof End Zonal 19.1 Interiorl 14.8 MWFRS End Zone,2a= 6.0 ft Wind Seismic Transverse Lateral Forces Net Welght Net 2nd of 2 Story End(plf) 137 - - Interior(plf) 91 - - Diaphragm(plf) -- 450 29 Transverse Walls(Ibf/wall) -- 355 23 Total Force to Transverse Walls(Ibf) 1812 -- 534 Level OTM(ft-kip) 16.3 -- 4.8 1st of 2 Story End(plf) 275 -- - Interior(plf) 182 - -- If Diaphragm(plf) - 245 16 Transverse Walls(Ibf/wall) - 349 22 Total Force to Transverse Walls(Ibf) 5436 - 1543 Level OTM(ft-kip) 71.3 - 20.4 Base of 2 Story End(pif) 221 - -- Interior(plt) 147 - -- Diaphragm(plt) - 200 13 Transverse Walls(Ibf/wall) -- 349 22 Total Transverse Force at Base(Ibf) 8353 - 1805 Total OTM(ft-kip) 78.2 - 21.9 f 06.2512 Lateral Load Cases Gable Detailed 2 Story 2010-03-30.xis 6/29/201710:23 AM 2 Story Detailed Page 3 of 5 Lateral Load Analysis (Two-Story Building,Flexible Diaphragm) Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Diaphragm Parameters: Horizontal Wind Pressure(MWFRS) Ground Floor Wall Height= 9.0 ft Net Wall End 27.9 Above Ground Floor Wall Height= 9.0 it Interior 18.5 Vertical Roof Projection= 0.2 It Net Roof End — Misc.Framing Height= 0.8 ftllevel Interior — Blocking Height= 3 It Max.Wall End 16.4 Ground Floor Sidewail Weight= 757 Ibm Interior, 12.6 Above Ground Floor Sidewall Weight= 757.5 Ibm Max.Roof End — Interlor — MWFRS End Zone,2a= 6.0 ft Wind Seismic Longitudinal Lateral Forces Net Weight Net 2nd of 2 Story(Total) End Max(plf) 141 — -- Min(plf) 137 — -- Interior Max(pif) 94 — — Min(pif) 93 -- Diaphragm(pif) — 512 33 Longitudinal Walls(lbf/wall) — 379 24 Total Force to Longitudinal Walls(Ibf) 1721 -- 581 Level OTM(ft-kip) 15.5 Roof Diaphgrom Only End Max(plf) 2 -- -- Min(pif) 0 -- — Interior Max(plf) 2 -- — Min(pif) 1 -- — Diaphragm(pif) -- 298 19 Roof Force to Longitudinal Walls(lbf) 13 — 298 Ceiling Diaphgram Only End Max(plf) 139 — -- Min(plf) 137 - — Interior Max(plf) 93 — Min(plf) 92 — — Diaphragm(plf) -- 214 14 Ceiling Force to Longitudinal Walls(Ibf) 1707 — 263 1st of 2 Story End Zone(plf) 275 — — Interior(plf) 182 — — Diaphragm(plf) — 216 14 Longitudinal Walls(lbf/wall) — 379 24 Total Force to Longitudinal Walls(Ibf) 5101 — 874 Level OTM ft-kip) 67.1 — 14.1 Base of 2 Story End Zone(plf) 221 — — Interior(plf) 147 — — Diaphragm(pif) — 171 11 Longitudinal Walls(Ibf/wall) — 379 24 Total Longitudinal Force at Base(Ibf) 7823 — 1094 Total OTM(ft-kip) 73.6 — 14.2 I 16.2512 Lateral Load Cases Gable Detailed 2 Story 2010-03-30.xis 6/29/2017 10:23 Altyl 2 Story Detailed Page 4 of 5 Lateral Load Analysis (Two-Story Building,Flexible Diaphragm) Location Stiffness Governing Transverse Walls Wall Wall Along Length,X R„ R„X d R„d R„d2 Lateral Loads(IbQ Bracing 2nd Story Line Length (ft) (in.) (kiln.) (k) (ft) (k) (ft-k) Wind Seismic 1 0.0 995 267 2 16.8 995 267 3 4 5 6 7 8 9 10 E= 0.0 0 CR,_ — ft Location Stiffness Governing Longitudinal Walls Wall Wall Along Width,Y Ry R,X d Ryd Ryd2 Lateral Loads(Ibq Bracing 2nd Story Line Length (ft) (in.) (kiln.) (k) (ft) (k) (ft-k) Wind Seismic A 0.0 946 280— B 15.5 946 280 C D E F G H I J E= 0.0 0.0 CR,= — ft Overall J= — Location Stiffness Governing Transverse Walls Wall Wall Along Length,X R„ RXX d R„d Ryd 2 Lateral Loads(IbQ Bracing 1st Story Line Length (ft) (in.) (kiln.) (k) (ft) (k) (ft-k) Wind Seismic 1 0.0 2986 771 2 16.8 2986 771 3 - 4 5 6 7 8 9 10 E= 0.0 0.0 CR,,.= — ft Location SBffness Governing Longitudinal Walls Wall Wall Along Width,Y Ry R.X d Ryd Ryd2 Lateral Loads(IbQ Bracing let Story Line Length (ft) (in.) (kiln.) (k) (ft) (k) (k-in.) Wind Seismic A 0.0 2807 437 B 15.5 2807 437 C D E F G H I J E= 0.0 0.0 , CRy= — ft Overall J= — f 5� f ,16.2512 Lateral Load Cases Gable Detailed 2 Story 2010-03-30.xis 6!291201710:23 AM � 2 Story Detailed Page 5 of 5 Lateral Load Analysis (Two-Story Building,Flexible Diaphragm) Location Stiffness Governing Transverse Foundation wall wall Along Length,X R„ R„X d Rxd R,d2 Lateral Loads(Ibf) Bracing 2 Story Line Length (ft) (In.) (kfin.) (k) (ft) (k) (ft-k) Wind Seismic 1 0.0 4588 902 2 16.8 4588 902 3 4 5 6 7 8 9 10 E= 0.0 0 CR,_ – ft Location Stiffness Governing Longitudinal Foundation wall wall Along Width,Y Ry RX d Ryd Ryd2 Lateral Loads(Ibf) Bracing 2 Story Line Length (ft) (In.) (kiln.) (k) (ft) (k) (it k) Wind Selsmic A 0.0 4304 54T — B 15.5 4304 547 C D E F G H I J E-I 0.0 0.0 CRy= – ft Overall J= – I 5W3 i 23.0728 Design Transverse Shearwall Systems 2009-06-01.xis 6/29/201710:23 AM . r Diaphragms Page 1 of 2 Transverse Diaphragm Design Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Building Geometry: Wind Loading Conditions: Height Above Grade: Total Width,L= 15.5 it Wind Speed= 105 mph Stories Above Grade= 2.0 Blocking Height,hb= 36.0 in. Exposure Category: D Sidewall Eave(z)= 23.5 ft Sldewall/Eve Height,hb= 246.0 in. End Zone Length,2a= 6.00 ft Roof Peak(z)= 23.7 ft Roof Slope,a= 0.3/12 pitch Mean Roof Height(h)= 25.0 ft Roof slope,a= 1.2 deg. Sidewall Overhang,LOH= 6.0 in. Endwall Overhang,BOH= 6.0 in. Vertical Roof Projection= 0.2 it Wall Height= 9.0 R(max.) Misc.Framing Height= 1.3 ft/level Seismic Design Parameters: Seismic Use Group:II Ground Other Roof Importance Category,IE: 1.00 Wall Height,hw(in.) 108 108 n/a Site Class: D Wall Dead Weight(psf) 5 5 n/a Seismic Resisting System:A131Jght frame walls with wood shear panels Floor/Level Dead Weight(psf) 10 10 20 Response Factor,R:6.5 Seismic Live Load(psf) 0 0 6.16 Overstrength Factor,.00:3.0 Deflection Amp.Factor,Ca:4.0 Analysis Procedure:ASCE 7,Section 12.8 Simplified Analysis ASD Adjustment Factor= 0.7 Seismic Design Cat.: D IRC Seismic Design Cat.: C Effective Seismic Weight at Roof Level= 473 plf SDs=0.50 Effective Seismic Weight at Floor Level= 290 plf Cs=0.092 Additional Endwall Dead Weight= 898 Ibm NET Horizontal Wind Loads(MWFRS)- Dlaphgram Loads Wall End Zone 27.9 Zone Wind Seismic Interior 18.5 Roof Dlaphgram End(plf) 143 - B Roof End Zone 0.0 Interior(plf) 95 30 Interior 0.0 Endwall Surcharge Ib - 45 a Wall End Zone 27.9 Above Ground End Zone(plt) 286 - 'o Interior, 18.5 Floor Dlaphgram Interior(plf) 190 19 S Roof End Zone _ Endwall Surcharge Ibf) - 45 Interior Ground Level End Zone(plf) 143 - Floor Dlaphgram Interior(plf) 95 9 Endwall Surcharge(lbf) - 22 Transverse Diaphragm Design Roof Diaphragm Sheathing Configuration:7/16"Sheathing(Case 1) (Case 1,No Unblocked Edges or Framing Species: SPF Continuous Joints Parallel to Load) Fastener: 0.131"x2.5"Nails Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6, 6 12 296 212 46 Blocked 4 6 6 12 328 235 62 Blocked 4 4 6 12 438 313 62 Fastener: 1.5"x 16 Ga.Staples Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 6 178 127 46 Blocked 3 6 6 6 270 193 46 Fastener: 1.5"x 15 Ga.Staples Type Ratio Boundary Edge Field Wind Salami c Max.Module Length(ft) Unblocked 3 6 6 12 224 160 46 Blocked 4 6 6 12 333 238 62 nI ( I i 43.0728 Design Transverse Shearwall Systems 2009-06-01.xis 6/29/201710:23 AM Diaphragms Page 2 of 2 Transverse Diaphragm Design Above Grade Floor Diaphragm Sheathing Configuration: 19/32"Sheathing(Case 1) (Case 1,No Unblocked Edges or Framing Species: SPF Continuous Joints Parallel to Load) Fastener: 0.131"x2.5" Nails " Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 12 309 221 44 Blocked 4 6 6 12 348 248 50 Blocked 4 4 6 12 464 331 62 Fastener: 1.5"x 16 Ga.Staples Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 6 178 127 22 Blocked 3 6 6 6 270 193 37 Fastener: 1.5"x 15 Ga.Staples Type Ratio Boundary Edge Field Wind Selsmicl Max.Module Length(ft) Unblocked 3 6 6 12 224 160 30 Blocked 4 6 6 12 333 238 48 Grade Level Floor Diaphragm Sheathing Configuration: 19/32"Sheathing(Case 1) (Case 1,No Unblocked Edges or Framing Species: SPF Continuous Joints Parallel to Load) Fastener: 0.131"x2.5" Nails Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 12 309 221 46 Blocked 4 6 6 12 348 248 62 Blocked 4 4 6 12 464 331 62 Fastener: 1.5"x 16 Ga.Staples Type Ratio Boundary Edge Field Wind SelsimIcT Max.Module Length(ft) Unblocked 3 6 6 6 178 127 46 Blocked 3 6 6 6 270 193 46 Fastener: 1.5"x 15 Ga.Staples Type Ratio Boundary Edge Field Wind Seismic Max.Module Length(ft) Unblocked 3 6 6 12 224 160 46 Blocked 4 6 6 12 333 238 1 62 Connection Module Chord Quantity Each Side of Joint (fastener size and position exaggerated Length Force(FI) Fastener: Fastener: for illustration purposes) (ft) (Ibf) 0.131"x 3"Nails 2.5"x 15 Ga Staples Double top plate 40 1250 12 18 45 1581 12 22 50 1952 15 28 60 2811 22 40 70 3827 29 54 80 4998 38 70 4-ft minimum lap.Fasteners at 2"on center in multiple rows 2" min. apart Rim Joist Splice 40 2499 19 35 45 3163 24 44 + 50 3905 30 55 + + 60 5623 43 79 • • 70 7653 58 107 80 9996 76 139 4-ft minimum lap.Fasteners at 2"on center In multiple rows 2"(min.)apart 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xls 6/29/2017 10:26 AN Typical Page 1 of 3 Shearwall Design Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Wall Line: Bracing 2nd Story,Transverse Wall Line TV Design Parameters: Shear OTM Wind Shear= 995 Ibf 9.0 fl-kip Seismic Shear= 267 Ibf 2 4 fl kip Response Factor,R: 6.5 16'-9"Length,23'-B"O/A Height IBC Seismic Design Cat.: D 105 mph(Exp D),SDC D Bracing 2nd Story Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Height= 9.0 ft Rough Opening Location Overall Wall Length= 15.5 ft Mark Width Height Type Mark (ft) (In.)' Wind Exposure: Exterior 1 3050-2 72 60 Window 1 3050-2 7.0 9 Items Supported: Endwall 2 2 Roof Only 3 3 4 4 Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Center 6 6 7 7 8 8 9 10 11 Note:Field fastners spaced at 6"oc for 3/8"and 7/16"panels on studs 24"oc.For 16"oc 12 studs or other panel thicknesses,space fasteners at 12"oc. 13 14 15 Shearwall Sheathing Design: 16 Perforated Method Pert.Wall Length= 15.5 ft Wall Sheathing: 7/16"Structural Sheathing,0.131"x2"Nail 6/12 Shear Panel Length= 9.5 ft Back Panel: None Max.Opening Height= 5.0 ft Panel Edge Framing: 1.5-in.edge framing Perf.Wall Factor= 0.79 Min.Framing SG: SPF Wind Shear= 105 pit Seismic Shear= 28 pit Anhorage: Uplift Force= -132 pit Chord Force= 1186 Ibf Wall Start:0'-0" Wall End: 15'-6" Segmented Method Wind Seismic Wali Sheathing:7/16"Structural Sheathing,0.131"x2"Nail 6112 Cumulative Length(ft) 9.5 9.5 Back Panel: None Design Shear(pif) 104.8 28.1 Panel Edge Framing: 1.5-In.edge framing Min.Framing SG:SPF Segment Layout:(w.r.t reference and of wall) I No. Start End No. Start End 1 0'-0" 4'-9" 6 2 10'-9" 151-6" 7 3 8 4 9 5 10 Chord Force= 1186 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure= 16.9 psf(MWFRS) Wind Zone End 38.4 psf(C&C End) Top-of-Wall -44 pit Out-of-Plane Shear= 76 pit(MWFRS) 0.6 x Wall DL 27 pif 173 psf(C&C) Perf.SW Uplift -132 pif In-Plane Shear= 105 pif(MWFRS) Bottom of Wall -149 pif Chord Force,P= 1186 Ibf ;,?3.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 10:26 AM Typical Page 2 of 3 Shearwall Design(cont.) Wall Line: Bracing 2nd Story,Transverse Wall Line T24 Compression Chord Member Strength. Chord Force,P= 1186 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Co Cr Cp Stress Load width(b)= 1.5 in. F,= 725 1.00 1.60 — 0.61 712 5873 depth(d)= 5.5 in. Fr= 350 1.00 1.60 — — 560 4620 J C= 0.8 Fc,= 425 — -- — — 425 3506 lJd= 19.6 E„,1"= 440000 — — — — 440000 F.E= 938 OptionsSite-Installed Holdown Concrete Embedded Strap Holdown Preformed Holdown Strap-Type Holdown(Story-to-Story) f, Fi R� i i +S Connector.Simpson STH014RJ Holdown:Simpson HDU2-SDS2.5 Strap:(1)Simpson 6818 Fasteners: (38)0.14874.25"Nails Threadrod Dia.= 0.625 in. Fasteners:(12)0.13154.5°Nails Each End Strap Width= 3.0 in. Chord Studs= 2 Qty Min. Strap Width= 1.25 in. End Length= 39.6 in. End Length= 14 In. Chord Studs= 2 Qty Min. Chord Studs= 1 Qty Min. Concrete f.= 2500 psi min. End Distance= 1.5 in.min. OptionsPlant-histalled Holdown Conventional Strap Holdown Pre-Bent Strap Holdown Preformed Holdown Rr Strap: (1)Simpson C818 Connector: Simpson MST066133 Holdown:Simpson HDU2-SDS2.5 Fasteners: (12)0.131"x2.5"Nails Each End Fasteners: (12)0.148"x 3"Nails Threadrod Dia.= 0.625 in. Strap Width= 1.25 In. Strap Width= 3 in. Chord Studs= 2 Qty Min. End Length= 14 in. End Length= in. Plate Washer Size Chord Studs= 1 Qty Min Chord Studs= 2 Qty Min. Width Length Thk. 3.00 3.0 0.26 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated for chord force. 3. Plant Installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be installed within 1"of the bottom of the rim joist. I `x 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 10:26 ANI Typical Page 3 of 3 Shearwall Design(cont) Wall Line: Bracing 2nd Story,Transverse Wall Line T2-1 Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for illustration purposes) Parameters/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 In.oc #8 x 3"Screw 4 per bay (fastened through 5/8"gypsum) F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ibf/bay 3"x0.131"Nail .4 per bay FR= 230 Ibf/bay ,ti,�•-;�• Stud Spacing= 24 In,oc 98 x 3"Screw 6 per bay �a F,= 0 Ibf/bay #10x3"Screw 5 per bay F2= 345 Ibf/bay 3"x0.131"Nall 6 per bay FR= 345 Ibflbay SW Bottom Plate-to-Rim Joist or Blocking Stud Spacing= 16 in.oc #8 x 3"Screw 3 per bay F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ibf/bay 3'x0.131"Nail 3 per bay FR= 230 Ibf/bay Stud Spacing= 24 in.oc #8 x 3"Screw 3 per bay 4ti F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 345 Ibf/bay 3'x0.131"Nail 3 per bay FR= 345 Ibf/bay Sheathing-to-Roof/Ceiling Rail Sheathing Type:OSB 0.099"x2"Nall 4-In.oc (direct uplift carried by strap/clip attached directly Sheathing Thick.: 3/8-in. 0.113"x2.5"Nail 5-in.oc to stud) Tensile Strength: 960 pif 0.131"x2.5"Nail 6-In.oc Shear Strength: 2951 pif 7/16'x2.5"x15 Ga.Staple 4-in.oc Panel CSI= 0.19 OK 7/1651.5"x16 Ga.Staple 4-In.oc Min.Panel Width: 8.0 in. Nit F,= 105 pif F2= 149 plf FR= 182 pif Sheathing-to-Floor Rim Joist Sheathing Type:OSB 0.099"x2"Nail 4-In.oc (direct uplift carried by continuous sheathing Sheathing Thick.:3/8-In. 0.113"x2.5"Nall 5-in.oc lapped across Joint) Tensile Strength: 960 pif 0.131"x2.5"Nall 6-in.oc I Shear Strength: 2951.04 pif 7/16"x2.5"x15 Ga.Staple 4-In.oc Panel CSI= 0.19 OK 7/16"x1.5"x16 Ga.Staple 4-In.oc 7 t Min,Panel Width: 8.0 in. F,= 105 plf F2= -149 plf •��; FR= 182 pif I ,83.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 10:27 AM j Typical(2) Page 1 of 3 Shearwall Design Client: Signature Building Systems of PA Job(dumber: SBSPA062317-29 Description: 217083 Wall Line: Bracing 2nd Story,Longitudinal Wall Line T2-A Design Parameters: Shear OTM Wind Shear= 946 Ibf 8.5 ft-kip Seismic Shear= 280 Ibf 2.5 ft-kip Response Factor,R: 6.5 16'-9"Length,23'-8"O/A Height IBC Seismic Design Cat.: D 105 mph(Exp D),SDC D Bracing 2nd Story Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Height= 9.0 ft Rough Opening Location Overall Wall Length= 16.8 ft Mark Width Height Type Mark (ft) (in.) Wind Exposure: Exterior 1 3050-2 72 60 Window 1 3050.2 5.0 9 Items Supported: Sidewall 2 2 Roof Only 3 3 4 4 Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Center 6 6 7 7 8 8 9 10 11 Note:Field fastners spaced at 6"oc for 3/8"and 7/16"panels on studs 24"oc.For 16"oc 12 studs or other panel thicknesses,space fasteners at 12"oc. 13 14 15 Shearwall Sheathing Design: 16 Pertorated Method Pert.Wall Length= 16.8 ft Wall Sheathing: 7/16"Structural Sheathing,0.131'W"Nail 6/12 Shear Panel Length= 10.8 ft Back Panel: None Max.Opening Height= 5.0 It Panel Edge Framing: 1.5-in.edge framing Pert.Wall Factor= 0.81 Min.Framing SG:SPF Wind Shear= 87 plf Seismic Shear= 26 pif Anhorage: Uplift Force= -108 pif Chord Force= 973 Ibf Wall Start: 0'-0" Wall End: 16'-9" Segmented Method Wind Seismic Wall Sheathing:7/16"Structural Sheathing,0.131"x2"Nail 6112 Cumulative Length(ft) 10.8 10.8 Bads Panel:None Design Shear(pifl 87.4 25.9 Panel Edge Framing: 1.5-in.edge framing Mn.Framing SG:SPF Segment Layout:(w.r.t reference end of wall) No. Start End No. Start End 1 V-0.1 Z-9" 6 2 8'-9" 16'-9" 7 3 8 4 9 5 10 Chord Force= 973 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) i Out-of-Plane Pressure= 16.9 psf(MWFRS) Wind Zone End II 38.4 psf(C&C End) Top-of-Wall -190 pif Out-of-Plane Shear= 76 pif(MWFRS) 0.6 x Wall DL 27 pif , 173 psf(C&C) Pert.SW Uplift -108 plf �ff In-Plane Shear= 87 pif(MWFRS) Bottom of Wall -271 plf fI f Chord Force,P= 973 Ibf ! i r I i 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/201710:27 AM Typical(2) Page 2 of 3 Shearwall Design(cont.) Wall Line: Bracing 2nd Story,Longitudinal Wall Line T2-A Compression Chord Member Strength: Chord Force,P= 973 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Co Cr Cp Stress Load width(b)= 1.5 in. F,= 725 1.00 1.60 — 0.61 712 5873 depth(d)= 5.5 in. F,= 350 1.00 1.60 — — 560 4620 c= 0.8 FI= 425 -- — — — 425 3506 IJd= 196 Emco= 440000 -- -- — — 440000 F,= 938 OptionsSite-Installed Holdown Concrete Embedded Strap Holdown Preformed Holdown Strap-Type Holdown(Story-to-Story) F, F, Fi , Connector:Simpson STHD14RJ Holdown:Simpson HDU2-80S2:5 Strap: (1)Sfmpson CS20 Fasteners:(38)0.14874.25"Nats Threadrod Dia.= 0.625 in. Fasteners: (10)0.131'x2.5"Nails Each End Strap Width= 3.0 In. Chord Studs= 2 Qty Min. Strap Width= 1.25 in. End Length= 39.6 in. End Length= 12 In. Chord Studs= 2 Qty Min. Chord Studs= 1 Qty Min. Concrete fa= 2500 psi min. End Distance= 1.5 in.min. Floldown Options Conventional Strap Holdown Pre-Bent Strep Holdown Preformed Holdown Fr fi Fi Strap:(1)Simpson C820 Connector:Simpson MSTC66B3 Holdown:Simpson HDU2-SD82.5 Fasteners: (10)0.131"x2.5"Nails Each End Fasteners: (10)0.148"x 3"Nails Threadrod Dia.= 0.625 in. Strap Width= 1.25 in. Strap Width= 3 in. Chord Studs= 2 Qty Min. End Length= 12 in. End Length= in. Plate Washer Size Chord Studs= 1 Qty Min. Chord Studs= 2 Qty Min. Width Length Thk. 3.00 3.0 0.26 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit Installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated for chord force. 3. Plant Installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less then 4 fasteners,or the lowest fastener on the strap must be installed within 1"of the bottom of the rim joist. 'i.S I i ;3.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 10:27 AM Typical(2) Page 3 of 3 Shearwall Design(cont.) Wall Line: Bracing 2nd Story,Longitudinal Wall Line T2-A Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for Illustration purposes) Parameters/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 in.oc #8 x 3"Screw 4 per bay (fastened through 5/8"gypsum) F,= 0 Ibf/bay #10x3"Screw 3 per bay FZ= 230 lbf/bay 3'5(0.131"Nail 4 per bay FR= 230 Ibf/bay Stud Spacing= 24 in.oc #8 x 3"Screw 6 per bay F,= 0 lbf/bay #10x3"Screw 5 per bay F2= 345 Ibf/bay 3'5(0.131"Nall 6 per bay FR= 345 Ibf/bay SW Bottom Plate-to-Rim Joist or Blocking Stud Spacing= 16 In.oc #8 x 3"Screw 3 per bay Fr= 0 Ibf/bay #10x3"Screw 3 per bay FZ= 230 Ibf/bay 3'5(0.131"Nail 3 per bay FR= 230 Ibf/bay Stud Spacing= 24 in.oc #8 x 3"Screw 3 per bay _ F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 345 Ibf/bay 3'5(0.131"Nail 3 per bay FR= 345 Ibf/bay Sheathing-to-Roof/Ceiling Rail Sheathing Type:OSB 0.099"x2"Nall 2 rows 5-in,oc (direct uplift carried by strap/clip attached directly Sheathing Thick.;3/8-in. 0.113"x2.5"Nail 3-In.oc to stud) Tensile Strength: 960 plf 0.131"x2.5"Nail 4-In.oc Shear Strength: 2951 pif 7/16"x2.5"x15 Ga.Staple 34n.oc • Panel CSI= 0.31 OK 7/16"x1.5"x16 Ga.Staple 34n.oc Min.Panel Width: 8.0 in. F,= 87 plf FZ= 271 pif FR= 285 pif f i8 Sheathing-to-Floor Rim Joist Sheathing Type:OSB 0.099"x2"Nail 2 rows 5-in.oc (direct uplift carried by continuous sheathing Sheathing Thick.: 3/8-In. 0.113"x2.5"Nail 3-In.oc lapped across Joint) Tensile Strength: 960 pif 0.131"x2.5"Nail 44n.oc Shear Strength: 2951.04 pif 7/16"x2.5"x15 Ga.Staple 3-In.oc Panel CSI= 0.31 OK 7/16"x1.5"x16 Ga.Staple 3-1n,or. y t Min.Panel Width: 8.0 in. F,= 87 pif R FZ= -271 plf r ;t • .1 • '�� le FR= 285 pif r Lr 00 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 10:38 AM Typical(3) Page 1 of 3 Shearwall Design Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Wall Line: Bracing 2nd Story,Longitudinal Wall Line T2-B Design Parameters: Shear OTM Wind Shear= 946 Ibf 8.5 ft-kip Seismic Shear= 280 Ibf 2.5 ft-kip Response Factor,R: 6.5 16'-9"Length,23'-B"O/A Height IBC Seismic Design Cat.: D 105 mph(Exp D),SDC D Bracing 2nd Story Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Height= 9.0 ft ,Rough Opening Location Overall Wall Length= 16.8 ft Mark Width Height Type Mark (ft) (In.) Wind Exposure: Exterior 1 3050 36 60 Window 1 3050 8.0 8 Items Supported: Sidewall 2 2 Roof Only 3 3 4 4 Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Center 6 6 7 7 8 8 9 10 11 Note:Field fastners spaced at 6"oc for 3/8"and 7/16"panels on studs 24"oc.For 16"oc 12 studs or other panel thicknesses,space fasteners at 12"oc. 13 14 15 Shearwall Sheathing Design: 16 Perforated Method Perf.Wall Length= 16.8 ft Wall Sheathing: 7/16"Structural Sheathing,0.131"x2"Nail 6/12 Shear Panel Length= 13.8 ft Back Panel: None Max.Opening Height=- 5.0 ft Panel Edge Framing: 1.5-In.edge framing Pert.Wag Factor= 0.89 Min.Framing SG: SPF Wind Shear= 68 plf Seismic Shear= 20 pif Anhorage: Uplift Force= -77 pif Chord Force= 689 Ibf Wall Start:0'-0" Wall End: 16'-9" Segmented Method Wind Seismic Wall Sheathing:7/16"Structural Sheathing,0.131"x2"Nail 6/12 Cumulative Length(ft) 13.8 13.8 Bads Panel: None Design Shear(plf) 68.4 20.3 Panel Edge Framing: 1.5-in.edge framing Min.Framing SG:SPF Segment Layout:(w.r.t reference end of wall) I No. Start End No. Start End 1 0'-0" 7'-2" 6 2 10'-2" 16'-9" 7 3 8 4 9 5 10 Chord Force= 689 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure= 16.9 psf(MWFRS) Wind Zone End 38.4 psf(C&C End) Top-of-Wall -190 plf Out-of-Plane Shear= 76 plf(MWFRS) 0.6 x Wall DL 27 plf 173 psf(C&C) Pert SW Uplift -77 plf In-Plane Shear= 68 plf(MWFRS) Bottom of Wall -239 pif Chord Force,P= 689 Ibf 2.3.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 10:38 AM Typical(3) Page 2 of 3 Shearwall Design(cont.) Wall Line: Bracing 2nd Story,Longitudinal Wall Line T2-13 Compression Chord Member Strength: Chord Force,P= 689 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Co Cr C, Stress Load width(b)= 1.5 in. F,= 725 1.00 1.60 — 0.61 712 5873 depth(d)= 5.5 in. F,= 350 1.00 1.60 — — 560 4620 C= 0.8 FmL= 425 -- — — — 425 3506 la/d= 19.6 Emtn= 440000 — — — — 440000 FE- 938 HoldownOptions Concrete Embedded Strap Holdown Preformed Holdown Strap-Type Holdown(Story-to-Story) F, Fi Ri h I , Connector.Simpson STHD14R) Holdown:Simpson HDU2-SD82.5 Strap:(1)Simpson C822 Fasteners:(38)0.148"x3 25"Nails Threadrod Dia.= 0.625 in. Fasteners:(7)0.131"x2.5"Nails Each End Strap Width= 3.0 in. - Chord Studs= 2 Qty Min. Strap Width= 1.25 in. End Length= 39.6 in. End Length= 9 in. Chord Studs= 2 Qty Min. Chord Studs= 1 Qty Min. Concrete fc= 2500 psi min. End Distance= 1.5 in.min. Options Conventional Strap Holdown Pre-tient Strap Holdown Preformed Holdown Hb F� ti Strap:(1)Simpson C822 Connector. Simpson MSTC66B3 Holdown:Simpson HDU2-SDS2.5 Fasteners: (7)0.131 x2.5"Nails Each End Fasteners: (7)0.148"x 3"Nails Threadrod Dia.= 0.625 in. Strap Width= 1.25 In. Strap Width= 3 in. Chord Studs= 2 Qty Min. End Length= 9 in. End Length= in Plate Washer Size Chord Studs= 1 Qty Min. Chord Studs= 2 Qty Min. Width Length Thk. 3.00 3.0 0.26 Notes:1.Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit Installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated for chord force. 3. Plant installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be installed within 1"of the bottom of the rim joist. G� I I 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xls 6/29/2017 10:38 AM# i- Typical(3) Page 3 of 3 i Shearwall Design(cont.) Wall Line: Bracing 2nd Story,Longitudinal Wall Line T2-B Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for illustration purposes) Parameters/Loads diameter or staple size) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 in.oc #8 x 3"Screw 4 per bay (fastened through 5/8"gypsum) F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ibf/bay 3"x0.131"Nail 4 per bay FR= 230 Ibf/bay ^h ' Stud Spacing= 24 in.oc #8 x 3"Screw 6 per bay Fr= 0 Ibf/bay #10x3"Screw 5 per bay F2= 345 Ibf/bay 3''x0.131"Nail 6 per bay FR= 345 Ibf/bay SW Bottom Plate-to-Rim Joist or Blocking Stud Spacing= 16 in.oc 08 x 3"Screw 3 per bay F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ibf/bay 3''x0.131"Nail 3 per bay F,= 230 Ibf/bay Stud Spacing 24 1n.oc #8 x 3"Screw 3 per bay Fr= 0 Ibf/bay #10x3"Screw 3 per bay F2= 345 Ibf/bay 3''x0.131"Nail 3 per bay FR= 345 Ibf/bay Sheathing-to-Roof/Ceiling Rail Sheathing Type: OSB 0.099"x2"Nail 3-in.oc (direct uplift carried by strap/clip attached directly Sheathing Thick.: 3/8-in. 0.113"x2.5"Nail 4-in.oc to stud) Tensile Strength: 960 plf 0.131"x2.5"Nail 5-in.oc Shear Strength: 2951 plf 7/16"x2.5"x15 Ga.Staple 4-in.oc Panel CSI= 0.27 OK 7/16"x1,5"x16 Ga.Staple 3-in.oc Min.Panel Width: 8.0 in. - I l Fr= 68 pif F2= 239 pif FR= 249 pif Il j l` �l Sheathing-to-Floor Rim Joist Sheathing Type: OSB 0.099"x2"Nall 3-In.oc (direct uplift carried by continuous sheathing Sheathing Thick.: 3/8-In. 0.113"x2.5"Nail 4-In.oc lapped across joint) Tensile Strength: 960 pif 0.131"x2.5"Nail 5-in.oc Shear Strength: 2951.04 plf 7/16'x2.5"x15 Ga.Staple 4-In.oc I Panel CSI= 0.27 OK 7/16'x1.5"x16 Ga.Staple 3-In.oc ': C Min Panel Width: 8.0 in. I �•,�;; Fr= 68 pif F2= -239 plf FR= 249 pif I i I 1 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xls 6/29/2017 10:42 AM Typical(4) Page 1 of 3 ? Shearwall Design Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Wall Line: Bracing 1st Story,Transverse Wall Line T7-1 Design Parameters: Shear OTM Wind Shear= 2986 Ibf 39.1 ft-kip Seismic Shear= 771 Ibf 10.2 ft-kip Response Factor,R:6.5 16'-9"Length,23'-B"O/A Height IBC Seismic Design Cat.: D 108 mph(Exp D),SDC D Bracing list Story Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Height= 9.0 ft Rough Opening Location Overall Wall Length= 15.5 ft Mark Width Height Type Mark (ft) (in:) Wind Exposure: Exterior 1 3050-2 72 60 Window 1 3050-2 7.0 9 Items Supported: Endwall 2 2 2nd of 2 Story 3 3 4 4 Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Center 6 6 7 7 8 8 9 10 11 Note:Field fastners spaced at 6"oc for 3/8"and 7/16"panels on studs 24"oc.For 16"oc 12 studs or other panel thicknesses,space fasteners at 12"oc. 13 14 15 Shearwall Sheathing Design: 16 Perforated Method Pert.Wall Length= 15.5 it Wall Sheathing: 7/16"Structural Sheathing,0.131"x2"Nail-4/12 Shear.Panel Length= 9.5 it Back Panel: None Max.Opening Height= 5.0 ft Panel Edge Framing: 1.5-in.edge framing Perf.Wali Factor= 0.79 Min.Framing SG: SPF Wind Shear= 314 plf Seismic Shear= 81 plf Anhorage: Uplift Force= -395 pif Chord Force= 3558 Ibf Wall Start:0'-0" Wall End: 15'-6" Segmented Method Wind Seismic Wall Sheathing:7/16"Structural Sheathing,0.131"x2"Nail 6/12 Cumulative Length(ft) 9.5 9.5 Back Panel: None Design Shear(pif) 314.3 81.2 Panel Edge Framing: 1.5-In.edge framing Nn.Framing 80:SPF - Segment Layout:(w.r.t reference and of wall) No. Start End No. Start End 1 0'-0" 4'-9" 6 2 10'-9" 15'-6" 7 3 8 4 9 - 5 10 Chord Force= 3558 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure= 16.9 psf(MWFRS) Wind Zone End 38.4 pal(C&C End) Top-of-Wall -11 pif Out-of-Plane Shear= 76 pif(MWFRS) 0.6 x Wall DL 27 pif 173 psf(CSC) Pert.SW Uplift -395 pif In-Plane Shear= 314 plf(MWFRS) Bottom of Wall -379 pif Chord Force,P= 3558 Ibf C 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/201710:42'AW Typical(4) Page 2 of 3 Shearwali Design(cont.) Wall Line: Bracing let Story,Transverse Wall Line Tl-1 Compression Chord Member Strength: Chord Force,P= 3556 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Co Cr Cp Stress Load width(b)= 1.5 in. F,= 725 1.00 1.60 — 0.61 712 5873 depth(d)= 5.5 in. F,= 350 1.00 1.60 — — 560 4620 C= 0.8 FL= 425 — -- — — 425 3506 'Ie/d= 19.6 Ems„= 440000 — -- — — 440000 F,= 938 OptionsSite-Installed Holdown Concrete Embedded Strap Holdown Preformed Holdown Strep-Type Holdown(Story-to-Story) f, Connector: Simpson STHDl4RJ Holdown: USP PHD2-SDS3 Strap: (1)Simpson CMST14 Fasteners:(38)0.148"x3.25"Nails Threadrod Dia.= 0.625 in. Fasteners:(30)0J 311'4,5"Nails Each End Strap Width= 3.0 in. Chord Studs= 2 Qty Min. Strap Width= 3.00 In. End Length= 39.6 In. End Length= 28 In. Chord Studs= 3 Qty Min. Chord Studs= 2 Qty Min. Concrete fc= 2500 psi min. End Distance= 1.5 in.min. Plant-1 nstal loci Hokfown Options Conventional Strap Holdown Pre-Bent Strap Holdown Preformed Holdown R� tA F, fi Strap: (1)Simpson CMST14 Connector: Simpson MSTC6683 Holdown:USP PHD2SDS3 Fasteners: (30)0.131"x2.5'Nails Each End Fasteners: (36)0148"x 3"Nails Threadrod Dia.= 0.625 in. Strap Width= 3.00 in. Strap Width= 3 in. Chord Studs= 2 Qty Min. End Length= 28 In. End Length= in. Plate Washer Size Chord Studs= 2 Qty Min. Chord Studs= 2 Qty Min. Width Length Thk. 3.00 3.0 0.26 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated for chord force. 3. Plant installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be installed within 1"of the bottom of the rim joist. I - 43.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6129/201710:42 AM Typical(4) Page 3 of 3 j Shearwall Design(cont.) Wall Line: Bracing let Story,Transverse Wall Line T7-1 Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for illustration purposes) Parameters/Loads diameter or staple size) Spacing SW Tap Plate-to-Truss or Blocking Stud Spacing= 16 in.oc 98 x 3"Screw 4 per bay (fastened through 5/8"gypsum) Fr= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ibf/bay 3'x0131"Nail 4 per bay FR= 230 ibf/bay Stud Spacing= 24 In.oc 08 x 3"Screw 6 per bay ^" ,-��'• F,- 0 Ibf/bay #10x3"Screw 5 per bay F2= 345 Ibf/bay 3'x0.131"Nall 6 per bay FR= 345 Ibf/bay SW Bottom Plate-to-Rim Joist or Blocking Stud Spacing= 16 In.oc #8 x 3"Screw 3 per bay F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ib9bay 3'x0.131"Nail 3 per bay FR= 230 Ibf/bay Stud Spacing= 24 in.oc #8 x 3"Screw 3 per bay ti F,= 0 Ibf/bay #104"Screw 3 per bay F2= 345 Ibf/bay 3'x0.131"Nall 3 per bay FR= 345 Ibf/bay Sheathing-to-Roof/Ceiling Rail Sheathing Type: OSB 0.099"x2"Nail 2 rows 3-1n.oc (direct uplift carried by strap/dip attached directly Sheathing Thick.: 3/8-in. 0.113"x2.5"Nail 2 rows 4-in.oc to stud) Tensile Strength: 960 plf 0.131"x2.5"Nail 2 rows 5-in,oc Shear Strength: 2951 pit 7/16'x2.5"x15 Ga.Staple 2 rows 4-in.oc Panel CSI= 0.50 OK 7/16"x1.5"x16 Ga.Staple 2 rows 3-In.oc Min.Panel Width: 8.0 In. F,= 314 plf i~ `' F2= 379 pit 1 I FR= 492 plf II II Sheathing-to-Floor Rim Joist Sheathing Type:OSB 0.099"x2"Nail 2 rows 3-in.oc (direct uplift carried by continuous sheathing Sheathing Thick.:3/8-In. 0.113"x2.5"Nall 2 rows 4-in.oc lapped across Joint) Tensile Strength: 960 pit 0.131"x2.5"Nall 2 rows 5-in.cc Shear Strength: 2951.04 pif 7/16"x2.5"x15 Ga.Staple 2 rows 4-in.oc Panel CSI= 0.50 OK 7/16"x1.5"x16 Ga.Staple 2 rows 3-in.oc Min.Panel Width: 8.0 in. F,= 314 pit Rr ,;; F2= -379 pit FR= 492 plf I I . I 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 10:44 AN: Typical(5) Page 1 of 3 ' Shearwall Design Client: Signature Building Systems of PA Job Number: SBSPA062317-29 . Description: 217083 Wall Line: Bracing 1st Story,Longitudinal Wall Line T1-A Design Parameters: Shear OTM Wind Shear= 2807 Ibf 36.9 ft-kip Seismic Shear= 437 Ibf 7.1 ft-kip Response Factor,R: 6.5 16'-9"Length,23'-8"O/A Height IBC Seismic Design Cat.: D 105 mph(Exp D),SDC D Bracing let Story Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Height= 9.0 ft Rough Opening Location Overall Wall Length= 16.8 ft Mark Width Height Type Mark (ft) (In.) Wind Exposure: Exterior 1 3050-2 72 60 Window 1 3050-2 5.0 9 Items Supported: Sidewall 2 2 2nd of 2 Story 3 3 4 4 Top of Openings= 80.0 in.AFF 5 5 Dimensioning Method: Center 6 6 7 7 8 8 9 10 11 Note:Field fastners spaced at 6"oc for 3/8"and 7/16"panels on studs 24"oc.For 16"oc 12 studs or other panel thicknesses,space fasteners at 12"oc. 13 14 15 Shearwall Sheathing Design: 16 Perforated Method Perf.Wall Length= 16.8 ft Wall Sheathing:7/16"Structural Sheathing,0.131"x2"Nall 6/12 Shear Panel Length= 10.8 ft Back Panel: None Max.Opening Height= 5.0 ft, Panel Edge Framing: 1.5-In.edge framing Pert.Wall Factor= 0.61 Min.Framing SG:SPF Wind Shear= 259 plf Seismic Shear= 40 pif Anhorage: Uplift Force= -321 pif Chord Force= 2886 Ibf Wall Start: 0'-0" Wall End: 16--9" Segmented Method Wind Seismic Well Sheathing:7/16"Structural Sheathing,0.131"x2"Nail 6/12 Cumulative Length(ft) 10.8 10.8 Back Panel:None Design Shear(pif) 259.1 40.3 Panel Edge Framing:1.5-in.edge framing Mn.Framing SG:SPF Segment Layout:(w.r.t reference end of wall) I No. Start End No. Start End 1 0'-0" 2--9" 6 2 8'4' 16'-9" 7 3 8 4 9 5 10 Chord Force= 2886 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure= 16.9 pat(MWFRS) Wind Zone End 38.4 pat(C&C End) Top-of-Wall -116 pif Out-of-Plane Shear= 76 plf(MWFRS) 0.6 x Wall DL 27 pif 173 psf(C&C) Pert.SW Uplift -321 plf In-Plane Shear= 259 plf(MWFRS) Bottom of Wall -410 plf Chord Force,P= 2886 Ibf _ �t3 i i ' - I " - 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 10:44 AM Typical(5) Page 2 of 3 Shearwall Design(cont.) Wall Line: Bracing let Story,Longitudinal Wall Line T1-A Compression Chord Member Strength: Chord Force,P= 2886 IV Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Cp Cr Cp Stress Load width(b)= 1.5 in. F,= 725 1.00 1.60 — 0.61 712 5873 depth(d)= 5.5 in. F,= 350 1.00 1.60 — — 560 4620 C= 0.8 FL= 425 — - — — 425 3506 leld= 19.6 Em,n= 440000 -- - — — 440000 FcE= 938 Holdown Options Concrete Embedded Strap Holdown Preformed Holdown Strap-Type Holdown(Story-to-Story) I i Connector:Simpson STHD14RJ Holdown: USP PHD2-SDS3 Strap:(1)Simpson CMST14 Fasteners:(38)0.148'x3.251,Nails Threadrod Dia.= 0.625 in. Fasteners:(25)0.131'k2.5"Nails Each End Strap Width= 3.0 in. Chord Studs= 2 Qty Min. Strap Width= 3.00 in. End Length= 39.6 In. End Length= 23 in. Chord Studs= 3 Qty Min. Chord Studs= 2 Qty Min. Concrete f"= 2500 psi min. End Distance= 1.5 in.min. OptionsPlant-histalled Holdown Conventional Strep Holdown Pre-Bent Strap Holdown Preformed Holdown • Fi fi Strap:(1)Simpson CMST14 Connector:Simpson MSTC66133 Holdown. USP PHD2-SDS3 Fasteners: (25)0.131"x2.5"Nails Each End Fasteners:(29)0.148"x 3"Nails Threadrod Dia.= 0.625 in. Strap Width= 3.00 In. Strap Width= 3 in. Chord Studs= 2 Qty Min. End Length= 23 in. End Length= in. Plate Washer Size Chord Studs= 2 Qty Min. Chord Studs= 2 Qty Min. Width Length Thk. 3.00 3.0 0.26 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated for chord force. 3. Plant installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be installed within 1"of the bottom of the rim joist. 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xls 6/29/2017 10:44 AM - > Typical(5) Page 3 of 3 Shearwall Design(cont.) I Wall Line., Bracing let Story,Longitudinal Wall Line TI-A Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for illustration purposes) ParameterafLoads diameter or staple size_) Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 In.oc #8 x 3"Screw 4 per bay (fastened through 5/8"gypsum) F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ibf/bay 3'X0.131"Nail 4 per bay FR= 230 Ibf/bay Stud Spacing= 24 in.oc #8 x 3"Screw 6 per bay tiry `• F,= 0 Ibf/bay #10x3"Screw 5 per bay F2= 345 Ibf/bay 3"x0.131"Nail 6 per bay FR= 345 Ibf/bay SW Bottom Plate-to-Rim Joist or Blocking Stud Spacing= 16 in.oc #8 x 3"Screw 3 per bay F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ibf/bay 3'X0.131"Nall 3 per bay FR= 230 Ibf/bay Stud Spacing= 24 in.oc #8 x 3"Screw 3 per bay F,= 0 Ibf/bay #10x3"Screw 3 per bay ' F2= 345 Ibf/bay 3'X0.131"Nail3 per bay FR= 345 Ibf/bay Sheathing-to-Roof/Ceiling Rail Sheathing Type:OSB 0.099"x2"Nail 2 rows 3-in.or, (direct uplift carried by strap/dip attached directly Sheathing Thick.:3/8-m. 0.113"x2.5"Nail 2 rows 4-in oc to stud) Tensile Strength: 960 pif 0.131"x2.5"Nail 2 rows 5-In.oc Shear Strength: 2951 pif 7/16"x2.5"x15 Ga.Staple 2 rows 4-in.oc Panel CSI= 0.51 OK 7/16"x1.5"x16 Ga.Staple 2 rows 3-In,oc Min.Panel Width: 8.5 In. F,= 259 pif I F2= 410 plf FR= 485 pif it ie Sheathing-to-Floor Rim Joist Sheathing Type: OSB 0.099"x2"Nail 2 rows 3-in.oc (direct uplift carried by continuous sheathing Sheathing Thick.: 3/8-in. 0.113x2.5"Nail 2 rows 4-In.oc lapped across joint) Tensile Strength: 960 plf 0.131"x2.5"Nail 2 rows 5-in.oc I Shear Strength: 2951.04 plf 7/16'X2.5"x15 Ga.Staple 2 rows 4-In.oc Panel CSI= 0.51 OK 7/16"x1.5"x16 Ga.Staple 2 rows 3-In.oc It i Min.Panel Width: 8.5 in. RZ i rA` F,= 259 pif F2= -410 plf FR= 485 pif {I lv - 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 8/29/2017 10:45 AM Typical(6) Page 1 of 3 ` Shearwall Design i Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Wall Line: Bracing 9st Story,Longitudinal Wall Line TI-B Design Parameters: Shear OTM Wind Shear= 2807 Ibf 36.9 ft kip Seismic Shear= 437 Ibf 7.1 ft kip Response Factor,R: 6.5 16'-9"Length,23'-B"0/A Height IBC Seismic Design Cat.: D 108 mph(Exp D),SDC D Bracing let Story Overall Wall Geometry: Opening Definitions: Opening Locations: Wall Height= 9,0 ft Rough Opening Location Overall Wall Length= 16.8 ft Mark Width Height Type Mark (ft) (in.) Wind Exposure: Exterior 1 3050 36 60 Window 1 3050 8.0 8 Items Supported:Sidewall 2 2 2nd of 2 Story 3 3 4 4 Top of Openings= 80.0 In.AFF 5 5 Dimensioning Method: Center 6 6 7 7 8 8 { 9 I 10 11 Note:Field fastners spaced at 6"oc for 3/8"and 7/16"panels on studs 24"oc.For 16"oc 12 studs or other panel thicknesses,space fasteners at 12"oc. 13 14 15 Shearwall Sheathing Design: 16 Perforated Method Pert.Wall Length= 16.8 It Wall Sheathing: 7/16"Structural Sheathing,0.131"x2"Nail 6112 Shear Panel Length= 13.8 ft Back Panel: None Max Opening Height= 5.0 ft Panel Edge Framing: 1.5-in.edge framing Pert.Wall Factor= 0.89 Min.Framing SG: SPF Wind Shear= 203 pit Seismic Shear= 32 pif Anhorage: Uplift Force= -227 pit Chord Force= 2043 Ibf Wall Start: 0'-0" Wall End: 16'-9" Segmented Method Wind Seismic Wall Sheathing:7/16"Structural Sheathing,0.131"x2"Nail 6/12 Cumulative Length(ft) 13.8 13.8 Back Panel: None Design Shear(plf) 202.9 31.6 Panel Edge Framing: 1.5-in.edge framing Min.Framing SG:SPF Segment Layout:(w.r.t reference end of wall) No. Start End No. Start End 1 V-01. 7141 6 2 10'-2" 16-9" 7 3 8 4 9 5 10 Chord Force= 2043 Ibf each end of each segment Shearwall Connection Forces Summary: Shear Forces: Tension/Uplift Forces:(-Upward/+Downward) Out-of-Plane Pressure= 16.9 psf(MWFRS) Wind Zone End 38.4 psf(C&C End) Top-of-Wall -116 pit Out-of-Plane Shear= 76 pit(MWFRS) 0.6 x Wall DL 27 pit 173 psf(C&C) Pert.SW Uplift -227 plf In-Plane Shear= 203 pit(MWFRS) Bottom of Wall -316' pif Chord Force,P= 2043 Ibf r � 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 10:45-A* Typical(6) Page 2 of 3 I Shearwall Design(cont.) Wall Line: Bracing 1st Story,Longitudinal Wall Line TI-B Compression Chord Member Strength: Chord Force,P= 2043 Ibf Grade: STUD Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Cp C, Cp Stress Load width(b)= 1.5 in. F,= 725 1.00 1.60 - 0.61 712 5873 depth(d)= 5.5 in. Fr= 350 1.00 1.60 - - 560 4620 C= 0.8 FL= 425 - - - 425 3506 1,/d= 19.6 Ems„= 440000 - -- = - 440000 FCE= 938 OptionsSite-histalled Holdown Concrete Embedded Strap Holdown Preformed Holdown Strap-Type Holdown(Story-to-Story) f, Fi Ri 1 I , Connector:Simpson STHD14RI Holdown: Simpson HDU2-SDS2.5 Strap:(1)Simpson CS14-R Fasteners:(38)0.148 x3.25'Nails Threadrod Dia.= 0.625 In. Fasteners: (18)0.131'x2.5'Nails Each End Strap Width= 3.0 in. Chord Studs= 2 Qty Min. Strap Width= 1.25 In. End Length= 39.6 in. End Length= 20 in. Chord Studs= 2 Qty Min. Chord Studs= 1 Qty Min. Concrete f.= 2500 psi min. End Distance= 1.5 in.min. OptionsPlant-Installed Holdown Conventional Strap Holdown Pre-Bent Strap Holdown Preformed Holdown Rr Strap: (1)Simpson C814-14 Connector:Simpson MSTC66133 Holdown:Simpson HDU2-SDS2.5 Fasteners: (18)0.131'x2.5°Nails Each End Fasteners:(21)0,1481'x 3"Nails Threadrod Dia.= 0.625 in. Strap Width= 1.25 In. Strap Width= 3 in. Chord Studs- 2 Qty Min. End Length= 20 in. End Length= in. Plate Washer Size Chord Studs= 1 Qty Min. Chord Studs= 2 Qty Min. Width Length Thk. 3.00 3.0 0.26 Notes:1. Inset all straps 1.5"from ends of wall or edges of openings by adding framing members to permit installation of sheathing and Cladding fasteners. 2. Couple thread rods using heavy hex couplers rated for chord force. 3. Plant Installed,strap-type holdowns must be bent around rim joist and secure to bottom of rim joist with not less than 4 fasteners,or the lowest fastener on the strap must be installed within 1"of the bottom of the rim joist. J 23.0727 LFRS Shearwall Design Case Specific 2012-12-03.xis 6/29/2017 10:45 AM i Typical(6) Page 3 of 3 Sheanwall Design(cont) Wall Line: Bracing 1st Story,Longitudinal Wall Line T1-1B Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for illustration purposes) Parameters/Loads diameter or staple size). Spacing SW Top Plate-to-Truss or Blocking Stud Spacing= 16 in.oc #8 x 3"Screw 4 per bay (fastened through 5/8"gypsum) F,- 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ibf/bay TKO 131"Nall 4 per bay FR= 230 Ibflbay Stud Spacing= 24 in.oc #8 x 3"Screw 6 per bay F,= 0 Ibf/bay #10x3"Screw 5 per bay F2= 345 Ibf/bay 31Sc0.131"Nail 6 per bay FR= 345 Ibflbay SW Bottom Plate-to-Rim Joist or Blocking Stud Spacing= 16 in.oc #8 x 3"Screw 3 per bay F,= 0 Ibf/bay #10x3"Screw 3 per bay F2= 230 Ibf/bay 3"x0.131"Nail 3 per bay FR= 230 Ibflbay Stud Spacing= 24 in.oc #8 x 3"Screw 3 per bay F,= 0 Ibflbay #10x3"Screw 3 per bay F2= 345 Ibf/bay 3"x0.131"Nall 3 per bay FR= 345 Ibf/bay Sheathing-to-Roof/Gelling Reil Sheathing Type: OSB 0.099"x2"Nail 2 rows 4-in.oc (direct uplift carried by strap/clip attached directly Sheathing Thick.:3/8-in. 0.113"x2.5"Nail 2 rows 5-in.ac to stud) Tensile Strength: 960 plf 0.131"x2.5"Nail 34n.oc Shear Strength: 2951 pif 7/16"x2.5"x15 Ga.Staple 2 rows 5-in.oc Panel CSI= 0.40 OK 7/16"x1.5"x16 Ga.Staple 2 rows 4-in,oc Min.Panel Width: 8.0 in. i "• F,= 203 pif F2= 316 plf FR= 376 plf is li Sheathing-to-Floor Rim Joist Sheathing Type: OSB 0.099"x2"Nail 2 rows 4-In.oc (direct uplift carried by continuous sheathing Sheathing Thick.: 3/8-In. 0.113"x2.5"Nail 2 rows 5-in.oc lapped across Joint) Tensile Strength: 960 pif 0.131"x2.5"Nail 34n.oc Shear Strength: 2951.04 pif 7/16 x2.5"x15 Ga.Staple 2 rows 5-in.,oc I l Panel CSI= 0.40 OK 7/16"x1.5"x16 Ga.Staple 2 rows 4-in.oc Min.Panel Width: 8.0 in. F,= 203 pif Rr I i F2= -316 plf + ��; FR= 376 pif Y u l Shearwall Connections Client: Signature Building Systems of PA Job Number: SBSPA062317-29 Description: 217083 Endwall Sidewall 2nd floor sw 995 lbs 2nd floor sw 946 lbs 1 st floor sw 2986 lbs 1 st floor sw 2807 lbs base 4588 lbs base 4304 lbs 2nd story to 1 st story 2nd story to 1 st story Force 1990.5 Ib Force 1876.5 Ib width 15.5 ft length 16.83 ft load 128.4 plf load 111.5 pif nail spacing 10 "oc nail spacing 11 "oc Use Lapped Sheathing with 0.131"x2.5"nails at Woc Use Lapped Sheathing with 0.131"x2.5"nails at Woc 1st story rim to sill 1st story rim to sill Force 4588 lb Force 4304 lb width 15.5 ft length 16.83 It load 296.0 plf load 255.7 pif nail spacing 4 "oc nail spacing 5 "oc Use Lapped Sheathing with 0.131"x2.5"nails at 4"oc Use Lapped Sheathing with 0.131"x2.5"nails at 4"oc Sill to Foundation on-site by others Sill to Foundation on-site by others Force 4588 lb Force 4304 Ib width 15.5 ft width 16.83 ft load 296.0 plf load 255.7 plf Corner connection .131 nail=132lbs wall height 9 ft spacing 6 "oc capacity 2376 lbs REScheck Software Version 4.6.4 C�J( I Compliance Certificate Project ZAGARINO-217083 Energy Code: 2015 IECC Location: Laurel, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,062 ft2 Glazing Area 23% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 200 SOUTH OAKWOOD ROAD MHFD-ZAGARINO SIGNATURE BUILDING SYSTEMS LAUREL, NY 2219 CHURCH ROAD 1004 SPRINGBROOK AVE TOMS RIVER, NJ MOOSIC, PA 18507 Compliance: 13.1%Better Than Code Maximum UA: 481 Your UA: 418 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Raised or Energy Truss 1,037 36.0 0.0 0.027 28 Wall 1:Wood Frame, 16"D.C. 450 21.0 2.0 0.050 16 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 30 0.290 9 SHGC: 0.29 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.29 Window: CLCA3050:Vinyl/Fiberglass Frame,Double Pane with Low-E 15 0.290 4 SHGC:0.29 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 30 0.290 9 SHGC: 0.29 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 6 0.290 2 SHGC: 0.29 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 3 0.290 1 SHGC: 0.29 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 3 0.290 1 SHGC: 0.29 Window:CLCA301OTN:Vinyl/Fiberglass Frame,Double Pane with Low-E 6 0.290 2 SHGC: 0.29 Door:3/0: Glass 22 0.160 3 SHGC: 0.16 Wall 2:Wood Frame, 16"D.C. 292 21.0 0.0 0.057 12 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 6 0.290 2 SHGC: 0.29 Project Title: ZAGARINO-217083 Report date: 07/05/17 Data filename: M:\2017\DWG\217083-MHFD-ZAGARINO\Calculations\Untitled.rck Page 1 ofll Perimeter a Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 30 0.290 9 SHGC: 0.29 Door:6068: Glass 40 0.280 11 SHGC: 0.28 Wall 3:Wood Frame, 16"o.c. 450 21.0 0.0 0.057 18 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 30 0.290 9 SHGC: 0.29 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 6 0.290 2 SHGC: 0.29 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 6 0.290 2 SHGC: 0.29 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 6 0.290 2 SHGC: 0.29 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E' 30 0.290 9 SHGC: 0.29 Window: CLCA3050:Vinyl/Fiberglass Frame,Double Pane with Low-E 30 0.290 9 SHGC: 0.29 Window: CLCA2430:Vinyl/Fiberglass Frame, Double Pane with Low-E 14 0.290 4 SHGC: 0.29 Window: CLCA241OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 5 0.290 1 SHGC: 0.29 Wall 4:Wood Frame, 16"o.c. 292 21.0 0.0 0.057 14 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 3 0.290 1 SHGC: 0.29 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.29 Door: 3/0: Glass 22 0.160 3 SHGC: 0.16 Wall 5:Wood Frame, 16"o.c. 450 21.0 0.0 0.057 21 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.29 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.29 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.29 Window:CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E , 3 0.290 1 SHGC: 0.29 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 3 0.290 1 SHGC: 0.29 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 3 0.290 1 SHGC: 0.29 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 6 0.290 2 SHGC: 0.29 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 30 0.290 9 SHGC: 0.29 Wall 6: Wood Frame, 16"o.c. 292 21.0 0.0 0.057 13 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 30 0.290 9 SHGC: 0.29 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 6 0.290 2 SHGC: 0.29 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 6 0.290 2 SHGC: 0.29 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 30 0.290 9 SHGC: 0.29 Wall 7: Wood Frame, 16"o.c. 450 21.0 0.0 0.057 19 Project Title: ZAGARINO-217083 Report date: 07/05/17 Data filename: M:\2017\DWG\217083-MHFD-ZAGARINO\Calculations\Untitled.rck Page 2 ofll Gross Area, Cavity Cont. Perimeter Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.29 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.29 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.29 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-'E 3 0.290 1 SHGC: 0.29 Window:CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 3 0.290 1 SHGC: 0.29 Window:CLCA301OTN:Vinyl/Fiberglass Frame,Double Pane with Low-E 3 0.290 1 SHGC: 0.29 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 6 0.290 - 2 SHGC:0.29 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 30 0.290 9 SHGC: 0.29 Window: CLCA3050:Vinyl/Fiberglass Frame,Double Pane with Low-E 15 0.290 4 SHGC: 0.29 Window:CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 3 0.290 1 SHGC: 0.29 Wall 8:Wood Frame, 16"o.c. 292 21.0 0.0 0.057 15 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 3 0.290 1 SHGC:0.29 Window: CLCA301OTN:Vinyl/Fiberglass Frame, Double Pane with Low-E 3 0.290 1 SHGC: 0.29 Window: CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.29 Window:CLCA3050:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.29 Basement Wall 1: Insulated Concrete Forms 1,320 13.0 0.053 70 Wall height: 8.0' Depth below grade: 8.0' Insulation depth: 8.0' Compliance Statement., The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Director of Engineering Michael Kirby 07/05//17 Name-Title Signature Date Project Notes: R-19 FLOOR INSULATION TO BE INSTALLED AND SUPPLIED ON SITE BY OTHERS ARc C9� v GA,Ry 40, * N 9�,�3243�'� O�� �0FN y Project Title: ZAGARINO-217083 Report date: 07/05/17 Data filename: M:\2017\DWG\217083-MHFD-ZAGARINO\Calculations\Untitled.rck Page 3 of 11 CREScheck Software Version 4.6.4 �J( Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. 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 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 403.7 energy code compliance for [PR3]1 ,lighting and mechanical systems. ` ❑Not Observable j Systems serving multiple .., :❑Not Applicable dwelling units must demonstrate i compliance with the IECC Commercial Provisions. ' 302.1, 'Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 =sized per ACCA Manual S based Btu/hr Btu/hr !❑Does Not [PR2]2 on loads calculated per ACCA a j Cooling:Manual J or other methods 3 Btu/hrBtu/hrg� a❑Not Observable approved by the code official. []Not Applicable 1 1 , 1 � f 1 t 3 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ZAGARINO-217083 Report date: 07/05/17 Data filename: M:\2017\DWG\217083-MHFD-ZAGARINO\Calculations\Untitled.rck Page 4 of1l • � e, `Section plans Verified Field Verified # Foundation Inspection Value Value Complies? CommentslAssumptions &Reg ID 402.1.1 Conditioned basement wall R- R- ;❑Complies See the Envelope Assemblies [F0411 insulation R-value.Where interior: R_ R_ :❑Does Not table for values. insulation is used,verification may need to occur during I -]Not Observable Insulation Inspection.Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall i ❑Complies [F0511 insulation installed per ❑Does Not manufacturer's instructions. 4 ❑Not Observable ❑Not Applicable 402.2.9 Conditioned basement wallft ft ;❑Complies See the Envelope Assemblies [F0611 insulation depth of burial or '❑Does Not table for values. distance from top of wall. 3 ;❑Not Observable 3 ❑Not Applicable 303,2.1 A protective covering is installed ; ❑Complies IF01117 to protect exposed exterior 3 ❑Does Not insulation and extends a minimum of 6 in.below grade. j ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO1212 controls installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: High Impact(Tier 1) 2�Medium Impact(Tier 2) E3_rLow Impact(Tier 3) Project Title: ZAGARINO-217083 f Report date: 07/05/17 Data filename: M:\2017\DWG\217083-MHFD-ZAGARINO\Calculations\Untitled.rck Page 5 of 11 Section Plans Verified Field Verified # .- Framing/Rough-in lnspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.3.6, bNot Observable 402.5 ;❑Not Applicable [FR211 ' 303.1.3 LI-factors of fenestration products! ❑Complies [FR4]1 are determined in accordance i _ J ' Does Not with the NFRC test procedure or } •❑Not Observable taken from the default table. ## ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ,,'❑Does Not instructions. ❑Not Observable .❑Not Applicable 402.4.3 Fenestration that is not site built € ;❑Complies [FR20]1 is listed and labeled as meeting i E❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 i or has infiltration rates per NFRC � ❑ Not Observable !400 that do not exceed code ; ❑Not Applicable limits. ! i 402.4.5 'IC-rated recessed lighting fixtures ;❑Complies [FR16]2 ssealed at housing/interior finish ❑Does Not 'and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 ,Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ' I❑Does Not i>= 3 inches in diameter and >= '11-6 where<3 inches.Supply and' '❑Not Observable return ducts in other portions of ❑Not Applicable 'the building insulated>=R-6 for ' diameter>=3 inches and R-4.2 for<3 inches in diameter. 403.3.3.5 Building cavities are not used as `r ❑Complies [FR15]3 ducts or plenums. i '❑Does Not ❑Not Observable s❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 :above 105°F or chilled fluids ;❑Does Not ,below 55°F are insulated to>R-10) ;❑Not Observable ❑Not Applicable 3 403.4.1 Protection of insulation on HVAC EComplies [FR24]1 ;piping. ;❑Does Not $ ❑Not Observable i i❑Not Applicable 403.53" 'Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 >_R-3. 3 ;❑Does Not :❑Not Observable '❑Not Applicable 403.6 ;Automatic or gravity dampers ares~ -❑Complies [FR19]2 installed on all outdoor air i ❑Does Not intakes and exhausts. s UNot Observable I❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ZAGARINO-217083 Report date: 07/05/17 Data filename: M:\2017\DWG\217083-MHFD-ZAGARINO\Calculations\Untitled.rck Page 6 ofll I I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: ZAGARINO-217083 Report date: 07/05/17 Data filename: M:\2017\DWG\217083-MHFD-ZAGARINO\Calculations\Untitled.rck Page 7 of 11 Section plans Verified Meld Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 All installed insulation is labeled "' ❑Complies [IN1312 or the installed R-values i'❑Does Not - provided. =❑Not Observable i �❑Not Applicable , 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 1/2 of the ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.6 wall insulation on the wall ;❑ Mass ❑ Mass ;❑Not Observable [IN311 exterior,the exterior insulation ; requirement applies(FR10). ;❑ Steel ❑ Steel UNot Applicable ; , , 303.2 Wall insulation is installed per =❑Complies [IN411 manufacturer's instructions. UDoes Not 3❑Not Observable '❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) JLow Impact(Tier 3) Project Title: ZAGARINO-217083 Report date: 07/05/17 Data filename: M:\2017\DWG\217083-MHFD-ZAGARINO\Calculations\Untitled.rck Page 8 ofll 4 .� Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, Ceiling insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable ' 402.2.6 [Fill' UNot Applicable , 303.1.1.1, Ceiling insulation installed per } :❑Complies 303.2 manufacturer's instructions. } ;❑Does Not [FI211 Blown insulation marked every } i 300 ft2. 1 s❑Not Observable > : s ;❑Not Applicable 402.2.3 'Vented attics with air permeable ; '❑Complies [F122]2 insulation include baffle adjacent I ]Does Not - -to soffit and eave vents that }, extends over insulation. } ❑Not Observable , } ;❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 'insulation >_R-value of the I ;❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ;❑Complies [FI17]1 ach in Climate Zones 1-2,and I ;❑Does Not <=3 ach in Climate Zones 3-8. :[--]Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F1411 cfm/100 ft2 across the system or 1 ft2 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 Ducts are pressure tested to cfm/100 cfm/100 jElComplies [FI27]1 determine air leakage with ft2 ft2 3❑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 I ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total 3 leakage measured with a ' pressure differential of 0.1 inch ;w.g. across the entire system ; including the manufacturer's air , handler enclosure. 3 403.3.2.1 Air handler leakage designated ;❑Complies [FI24]1 :by manufacturer at<=2%of } ❑Does Not :design air flow. } ; -]Not Observable } '=❑Not Applicable 403.1.1 ':Programmable thermostats , ❑Complies [FI9]2 installed for control of primary ❑Does Not "heating and cooling systems and ❑Not Observable initially set by manufacturer to _ code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not qb. ;❑Not Observable _ ,❑Not Applicable 403.5.1 'Circulating service hot water ❑Complies [Flll]2 'systems have automatic or ❑Does Not accessible manual controls. :❑Not Observable + ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ZAGARINO-217083 Report date: 07/05/17 Data filename: M:\2017\DWG\217083-MHFD-ZAGARINO\Calculations\Untitled.rck Page 9 of 11 � •k a Section plans Verified Field Verified # FinalIlnspection,Provisions Value. Value Complies? Comments/Assumptions &Req.ID - 403.6.1, All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed r`" _ !❑Does Not HVAC equipment meet efficacy } _" ;and air flow limits. i ,❑Not Observable , ` `=❑Not Applicable 403.2 ;Hot water boilers supplying heat f ,,❑Complies [FI26]2 :through one-or two-pipe heating ❑Does Not =systems have outdoor setback $` ti control to lower boiler water a :l❑Not Observable , "temperature based on outdoor i ' ❑Not Applicable itemperature. 403:5.1.1 Heated water circulation systems . ?❑Complies [F128]7 have a circulation pump.The .= :❑Does Not :system return pipe is a dedicated 'return pipe or a cold water supply ,- v `. ° ;❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are =' not present.Controls for •circulating hot water system i a pumps start the pump with signal for hot water demand within the =occupancy.Controls automatically turn off the pump ;when water is in circulation loop " is at set-point temperature and = '' no demand for hot water exists. 403.51.2 Electric heat trace systems - .T='' VT �_ :❑Complies [F129]2 =comply with IEEE 515.1 or UL x<' �`' ;❑Does Not -515.Controls automatically adjust the energy input to the ? ;❑Not Observable , heat tracing to maintain the t❑Not Applicable desired water temperature in the s ; piping. - . 403.5.2 Water distribution systems that ;❑Complies [F130]z have recirculation pumps that ;❑Does Not pump water from a heated water `' supply pipe back to the heated #`= M ❑Not Observable 'water source through a cold ; ❑Not Applicable water supply pipe have a r " :demand recirculation water M ;system. Pumps have controls '=:that manage operation of the „ pump and limit the temperature of the water entering the cold water piping to 104°F. " 403.5.4 Drain water heat recovery units ;❑Complies [F131]2 tested in accordance with CSA =❑Does Not B55.1.Potable water-side 1 pressure loss of drain water heat `''° -. ,- =❑Not Observable ° recovery units<3 psi for I s ❑Not Applicable individual units connected to one ° or two showers. Potable water- side pressure loss of drain water gq" f heat recovery units<2 psi for individual units connected to 71 three or more showers. - 404.1 35%of lamps in permanent '} w ❑Complies [FI6]1 fixtures or 75%of permanent '❑Does Not fixtures have high efficacy lamps.i m- Does not apply to low-voltage .❑Not Observable lighting. ❑Not Applicable r _ 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3' 'no continuous pilot light. ;❑Does Not F J � ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2'"Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ZAGARINO-217083 Report date: 07/05/17 Data filename: M:\2017\DWG\217083-MHFD-ZAGARINO\Calculations\Untitied.rck Page 10 ofll Section Plans Verified Field Verified lies? Comments/Assumptions # Final Inspection Provisions Value Value Comp . &Req.ID 401.3 Compliance certificate posted. ; ❑Complies [FI7)2 # ❑Does Not '❑Not Observable }_ ❑Not Applicable 303.3 Manufacturer manuals for _E❑Complies [F118]3 mechanical and water heating I ❑Does Not `systems have been provided. i i❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ZAGARINO-217083 Report date: 07/05/17 Data filename: M:\2017\DWG\217083-MHFD-ZAGARINO\Calculations\Untitled.rck Page 11 of11 2015 MCC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 13.00 Floor 0.00 Ceiling/ Roof 36.00 Ductwork(unconditioned spaces): ®.. Window 0.29 0.29 Door 0.28 0.28 .. Effidiert Heating System: Cooling System: Water Heater: Name• Date• Comments r Electrical Load Calculation Date: 6/16/2017 Signature Building Systems Project Name/Number: 217083 Air Conditioning 1920 Central Electric Space Heating ( 0 x.65) * 0 Less Than Four Separately Controlled Electric Space Heating Units ( 0 x.65) * 0 Four or More Separately Controlled Electric Space Heating Units ( 0 x.40) * 0 * ♦ Use the larger of the air-conditioning or the - diversified demand of the heating load. Other Loads: Watts or Circuit Wire General Lighting W L Volt-Amps Ampacity Size 1 st Story ( 32.5 x 50 x 3) 4875 20 A 14-2 2nd Story ( 32.5 x 50 x 3) 4875 20 A 14-2 Small Appliance Circuits ( 3 x 1500 ) 4500 20 A 12-2 Range 11400 50 A 8-3 Dishwasher 1200 20A 12-2 15A 14-2 20 A 12-2 30 A 10-3 20 A 12-2 30 A 10-2 Other 0 N/A N/A Subtotal: 26850 First 10 KW of other loads @ 100% = 10000 Remainder of other loads @ 40% ( 16850 x.40) = 6740 Heat or A/C from Above: 0 4m- Total Total Calculated Load: = 16740 Required Service Size: 16740 = 240 = 69.75 Amps Additional Sub-panel Size = 0 Ams Installed Panel Size = 200 Amps Max panel amps @ 80% = 160 Amps Total Service Provided = 200 Amps PRELIMINARYM 217083 e e DESIGN CRITERIA DRAwrrsv Model Number or Name. 217083 \ BB Occupancy. R-5 M5 CHECKED BY Building Area: 2062 SQ.FT. Construction Type- Vs - GARAGE NOTES MK No.of Stories Above Grade. 2 100 5pringbrook Avenue, Moosic, I'a, 18507 Mean Roof Height, x FT. 1 GARAGE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE DATE. Min.Distance to Lot Line, 5 FT. Tel. ( 5 1 0) 77-4-1000 I ax, ( �70) 77-4-1010 2 ALL GARAGE SHALL BE GFCI PROTECTED INCLUDING THE ONE INSTALLED ON CEILING 3-28-17 Exterior Wall RaOng* 0 HR. A. ATTACHED GARAGE SALESMM Ground Snow Load(Pg). 40 PSF 1.ATTACHED GARAGE SHALL BE SEPARATED FROM DWELLING AND ITS ATTIC BY MEANS OF 112°GYPSUM BOARD TOM SEYMOUR , Roof Live Load(Pt)- 30 PSF 518'TYPE'X'IN CT.OR EQUIVALENT GENERAL NOTES. Roof Dead Load- 10 PSF 1.WATER HEATERS IN ENCLOSED COMPARTMENTS ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 2.A DOOR BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM 1 318'SOLID CORE OR EQUIVALENT. ScaLE Floor Live Load: 40-30 PSF 2.POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE WHEN NOfAPPLICABLE OR ABLE, (EQUIPPED WITH SELF CLOSING DEVICE IN CT) NONE Floor Dead Load: 10 PSF RECIRCULATING FILTERING HOOD(MIN.100 CFM)MAY BE SUBSTITUTED IF THERE ISA MINIMUM OF 4%NATURAL Wind Speed* 135 MPH ®Vul ❑Ved VENTILATION IS PROVIDED. B. DWELLING ABOVE GARAGE Wind Exposure, C 3 EACH DWELLING SHALL HAVEATTHE PRIMARY LOCATION A MAIN ENTRANCE DOOR.THISDOOR SHALL BE BOTH 1 GARAGE MAY HAVE HABITABLE SPACE ABOVE,AND IF IT DOES GARAGE SHALL BE SEPARATED FROM DWELLING m Seismic Design Category* B SWING TYPEAND 36"W x 8("H.(MINIMUM). BY A RATED FLOOR/CEILING ASSEMBLY RATED FOR ONE HOUR.WALL SUPPORTING RATED ASSEMBLY Electrical Service Panel Size 200 AMPS 4 KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND/OR FURNISHED AND SHALL HAVE EQUAL RATING AS THE ASSEMBLY BEING SUPPORTED Permissible Gas Type• NIA INSTALLED ON SITE BY BUILDER - 2.A DOOR BETWEEN DWELLING AND GARAGE IN A RATED WALL SHALL BE A MINIMUM 314 HOUR RATED AND EQUIPPED Design Codes:RESIDENTIAL CODE OF NEW YORK STATE- 5 ROOF SHINGLES ARE FACTORY INSTALLED.EXCEPT AT RIDGE AND HINGE POINTS OF ROOF WHICH IS FACTORY FURNISHED WITH SELF CLOSERS. 2015 EDITION BUT FIELD INSTALLED BY BUILDER SHINGLES MAY BE FURNISHED BY BUILDER AND FIELD INSTALLED w NY ENERGY CONS.CONSTRUCTION CODE- 6 HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT MAY BE DONE IN FIELD IF DONE o _ IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF THE STRUCTURE ALL FLOOR,WALL AND CEILING PENETRATIONS STAIR NOTES: MUST BE FIRESTOPPED PER CODE REQUIREMENTS 1.BASEMENT STAIRS SHOWN ARE TYPICAL FOR STANDARD PLANS. z 7 CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AND CEILINGS SHALL HAVE SUCH OPENINGS FIRESTOPPED 2 ALL STAIR OPENINGS AND HEADERS ARE BASED ON BASEMENT CEILING HEIGHT OF 9-W -�9 9 8 FOR FIELD CONNECTIONS SEE MODEL CROSS SECTIONS. UNLESS SHOWN OTHERWISE 9 ALL NOTES PERTAINING TO"IN FIELD","BY BUILDER"OR""ARE BUILDERICONTRACTORS RESPONSIBILITY. - 3.RISE,RUN AND OPENINGS FOR STAIRS MAY VARY AS PLAN DESIGN VARIES.MAXIMUM RISER OF 8114' z Z.0 0 —o a 10 ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED (7 314°IN VERMONT,MARYLAND,AND NEW HAMPSHIRE)MINIMUM TREAD OF 9°(10'IN VERMONT,MARYLAND, 11 EVERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMARY EXIT,AN EMERGENCY USEOPENING OF LEGAL OPEN SPACE AND NEW HAMPSHIRE)WITH A 1114-NOSING.STAIRS WILL HAVE MINIMUM HEAD ROOM OF 6-8',MINIMUM WIDTH OF V-0• >6 Thermal Climate Zone: 4 WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44'ABOVE FLOOR, IN THE STATE OF VERMONT IF BUILDING IS OWNER OCCUPIED STAIRS CAN HAVE AN B 114'RISE AND 9'TREAD z Degree Days: 5331HAVE A NET CLEAR OPENING OF 5 7 SQ FT.(5.0 SQ FT GRADE LEVEL)AND MIN AND tlEr CLEAR OPENING OF 20'X24°, 4 BUILDER IS RESPONSIBLE TO INSTALL BASEMENT STAIRS,LANDING AND RAILINGS RAILINGS Minimum Furnace Output: X 12.A SMOKE DETECTOR SHALL BEACIDC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR LEVEL SHALL BE INSTALLED AT 34'T0 36'MEASURED VERTICALLY FROM NOSING Thermal Transmittance Values NIA Floor' Wall` Roof* INCLUDING BASEMENT.SMOKE DETECTOR SHALL BE INSTALLED IN EACH BEDROOM AND IN THEVICINITY OF BEDROOMS, 5.MAXIMUM VARIATION IN RISER HEIGHT BETWEEN 2 ADJACENT RISERS IS 31161. NIA RR=21 R-38 AND WIRED IN SUCH A WAY THAT ACTIVATION OF ONE WILL ACTIVATE ALL,AND WITH NO INTERVENING SWITCHES. 6 MINIMUM CLEARANCE FROM WALL TO HANDRAIL IS 1112,HANDRAIL MAY PROJECT U-0.047 U=0.026 IF ADDITIONAL SMOKE DETECTORS ARE INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH ONES INSTALLED INTO THE STAIRWAY MAXIMUM 3112'. al DDITIONAL SPECIAL CONDITIONS AND/OR LIMITATIONS AND/OR ITEMS BY MODULAR MANUFACTURER7.LANDINGS SHALL BE ~¢ `b `b OBJECT TO LOCAL INSPECTION 12a A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,IT MAY BE HARD WIRED. o 14.SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A4'SPHERE CANNOT PASS THROUGH B.SWING DOOR OPENING WIDE A STAIRS BUT NOT LESS THAN W.R 9.ALL STAIR RAILINGS AND GUARD A STAIRWAY SHALL NOT OVERLAP TOP STEP RD RAILS SHALL BE INSTALLED BEFORE DWELLING IS OCCUPIED. z 15 ENCLOSED ATTICS AND ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLYTO THE UNDERSIDE OF RAFTERS 0.3 OR MORE RISERS SHALL BE PROTECTED BY HANDRAIL ON AT LEAST ONE SIDE g SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENINGS PROTECTED AGAINST RAIN 1 OPEN SIDES OF STAIRS OR LANDINGS 16'OR MORE ABOVE ADJACENT FLOORAND AT M w" AND SNOW AND COVERED WITH CORROSION RESISTANT MESH NOT<tl8'NOR>114'IN ANY DIRECTION WINDOWS ON STAIRS OR LANDINGS SHALL HAVE RAILINGS. • 1 16 SAFETY GLAZING SHALL BE IN INGRESS AND MEANS OF EGRESS DOORS,IN FIXED AND SLIDING DOOR 12.OPEN RAILINGS SHALL HAVE GUARDS BELOW RAILING THROUGH WHICH A 4'SPHERE CANNOT PASS. as required by State ASSEMBLIES,AND PANELS IN SWINGING DOORS,STORM DOORS,IN ALL UNFRAMED SWINGING DOORS 3.STAIRWAY SHALL BE PROVIDED WITH ILLUMINATION AND WITH A SWITCH IN BOTH DIRECTIONS. R^or^u IN DOORS AND ENCLOSURES FOR HOTTUBS,WHIRLPOOLS,BATHTUBS AND SHOWERS,IN ANY PART OFA �y BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF GLASSING IS LESS 7 THAN 60"ABOVE DRAIN OUTLET,IN AN INDIVIDUAL FIXED OR OPERABLE PANELADJACENTTO ADOOR ATTENTION LOCAL INSPECTIONS DEPARTMENT: WHERE NEAREST VERTICAL EDGE IsWITHIN 2a°ARC OFA DOOR IN CLOSED POSITION AND WHOSE SHEET# SHEET NAME DATE Q BOTTOM EDGE IS LESS THAN 60°ABOVE FLOOR,IN AN INDIVIDUAL PANEL OTHER THAN THOSE LISTED Q• The following items have not been completed byy the Modular ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS 1 COVER PAGE 6-16.17 0 Homes Manufacturer,have not been inspected by 3rd Party a.EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ FT. 2 FOUNDATION DETAILS 6-16-17 Cn Agency and are not certified by state modular label Code b.BOTTOM EDGE 19 LESS THAN 18"ABOVE THE FLOOR 2a FOUNDATION PLAN 6-16-17 Compliance must be determined at the IOM level: c TOP EDGE IS GREATER THAN 36"ABOVE THE FLOOR 3 1st FLOOR PLAN 51617 -16-17 Foundation Porches,decks and steps d.ONE OR MORE WALKING SURFACE WITHIN 36°HORIZONTALLY OF GLAZING 3a 2nd FLOOR PLAN 6 HVAC systems Plumbing and Electrical SAFETY GLAZING SHALL BE IN WALLS INCLOSING STAIRWAY LANDINGS OR WITHIN 600^ THETOP OR BOTTOM 3b 1st FLOOR SHEARWALL PLAN 5-16-17 FFFlllfff OF STAIRWAYS WHERE THE BOTTOM EDGE OF GLASS IS LESS THAN 60"ABOVE THE WALKING SURFACE 3c 2nd FLOOR SHEARWALL PLAN 6-16-17 Connections at site Any items marked 17.PLASTICS(INCLUDING GLAZING,SIDING AND SKYLIGHTS)AND FOAM PLASTIC(INCLUDING INSULATION) 4 WINRONT LE SCHEDULE RESERVED F on included drawings as"BY BUILDER" IF USED SHALL BE IN COMPLIANCE WITH STATE CODE - 5 FRONT ELEVATION 6.16-17 . _ 5a ELEVATIONS 6-16.17 or with the—Or--symbols 18.MINIMUM ROOM SIZE TO BE 70 SQ FT WITH A MINIMUM ROOM DIMENSION OF T-0,.ONE ROOMA MIN.OF 120 SQ.FT 6 1st FLOOR ELECTRICAL PLAN B-16-17 AND A MIN DIMENSION OF 10 FT.(MINIMUM DIMENSION OF 10-0'IS NOT CODE REQUIRED BUT IS A MANUFACTURER'S CHOICE) 6a 2nd FLOOR ELECTRIC PLAN 6-16.17 m 19.ALL STAIRWELLS USED AS A COMMON SET OF STAIRS MUST HAVE MIN.OF 1 HOUR RATING 7 1st FLOOR HEATING PLAN RESERVED 20 THE NUMBER OF MODULES MAY VARY. 78 2nd FLOOR HEATING PLAN RESERVED 21.IN ATTIC&ENCLOSED RAFTER SPACES,THE MINIMUM VENTILATION AREA SHALL BE 11300 OF THE AREA 8 PLUMBING SCHEMATIC 6-16.17 OF SPACE VENTILATED,PROVIDED A VAPOR RETARDER HAVING ATRANSMISSION FATE NOT EXCEEDING 9 SECTION 6-16-17 SECTION 6-16-17 1 PERM IN ACCORDANCE WITH ASTM 96 IS INSTALLED ON WARM SIDE OF ATTIC INSULATION AND PROVIDED 50%OFTHE REQUIRED VENTILATION,BUT NOT MORE THAN 80%OF AREA PROVIDED BY VENTILATORS INSTALLED IN 14 TOTAL PAGES NY NOTE THE UPPER PORTION OF THE VENTILATED SPACE AT LEAST 3 FT.ABOVE FAVEOR CORNICE VENTS,WITH THE BALANCE BUILDER IS RESPONSIBLE TO COMPLY WITH NCR OF THE REQUIRED VENTILATION PROVIDED BYEAVEOR CORNICE VENTS [j -THIRD PARTY LABELS PART1265.1 AND NOTIFY CODE ENFORCEMENT OFFICIAL OF THE 22 ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8%OF THE FLOOR AREA LOCATION OF LABELS: o 0 USE OF ENGINEEREDLUMBERlfRUSSESANDPOST QF SUCH ROOMTHEMWIMUMNATURALVENTILArIQNAREASHAUBE4%QFTHE FLOOR AREA VIamLATED. DATA PLATE - (1)PER MODEL AS INDICATED ON PLAN Q-STATE LABELS oo <Oz: APPROPRIATE SIGNAGE ON STRUCTURE 23.WHEN WOOD FRAME PROTECTED CONSTRUCTION(VA)IS USED GYPSUM BOARD IS REQUIRED TO BE ATTACHED 7'o/c 3rd PARTYLABEL - (1)IN EACH MODULE AS INDICATED ON PLAN 12 CD¢`;>o DUE TO INCREASED NUMBER OF FASTENERS,MORE THAN USUAL NUMBER OF NAIL-POPS WILL OCCUR R WILL BE DATA PLATE z z Y z" BUILDERS RESPONSIBILITY TO RESPACKLE AND RE-TOUCH THESE AREAS. STATE LABEL - PER STATE REQUIREMENT DP m� Z��o �o 9, ��® A \C&/� U_S �- --- NOTE: THE BUILDER IS RESPONSIBLE TO INSTALL PROPER INSULATION '�� G(A Y LF�i��� PROTECTION OVER ATTIC ACCESS OR PULL DOWN STAIRS AND/OR INSULATION DOME OVER A PULL DOWN STAIR Ui Jv a u I i T MODEL lox: Y TWO OWER/ DRAWING 0324COVER PAGE ry T EOF �� SHEET LiN 4 '~ - PRELIMINARY# OVERALL LENGTH OF HOUSE PER INDIVIDUAL FLOOR PLAN LaSIMPSON HDU'---, 217083 - > SIMPSO ATTACH TO STUDS w/ • z� STHDI4RJ' SIMPSON CNW ]TACH TO STUDS (38)16d SINKER NAILS w/SDS 114"x2-1/2" DRAWN BY 111, w a. COUPLER NUT'LED SCREWS'(SEE CHART BB ao PORTION (AS REQUIRED) TY) CHECKEDBY FLOOR PLANS ARE DESIGNED WITH MAXIMUM WALLTHICKNESS OF 10". ?o ¢o FOR QUANTITY) FOR LOCATION OF STAIRS BUILDER IS RESPONSIBLE TO DETERMINE FOOTING AND ALL REQUIREMENTS. LL THREADED ROD' MK SEE APPLICABLE FLOOR PLAN ' a w IF WALL EXCEEDS 10",BASEMENT STAIRS MAY BE AFFECTED. a w SPAN EMBEDDED IN DATE 000 CLEAR• CONCRETE SEE o HX�UH CHART FOR SIZE) 3 28-17 UNLESS OTHERWISE SPECIFIED ADDITIONAL SUPPORT COLUMNS SALESMAN D ACCESS TO CRAWL SPACE BY BUILDER ARE REQUIRED UNDER CLEAR SPANS w <of t- THREADED ROD FASTENER CHART 0 IN COMPLIANCE WITH ALL STATE AND LOCAL CODES IN CEILING GIRDER IN EXCESS OF 5'-0" SDS d x TOM SEYMOUR a > SEE FLOOR P >w 30" HIM ;�,4 1_";',;� IN SHEAR 0 E MODELH1 ROD DIA MODEL '# SCALE. x SMOKE DETECTOR IN - REBAR LENGTH z,"y,-}, /12• MIN` HDU4 518" •'d'' HDU4 0 o AC/DC BASEMENT BY BUILDER '4 I REBAR I . NONE ® w SI„pya,rtrvq-n V0.-ENGTH// HDUB 718' HDU8 20 z 30"00"x12"CONCRETE FOOTIN SEE COLUMN SPACING DRAWING 2a Q s ,m,�.,D,,m„ I/2• MIN HDut1 t' HDut1 3D rm m a INTERMEDIATE SUPPORT END SUPPORT FROM HDuta t' HDuta 3s CORNER SUPPLIED&INSTALLED N SITE BY BUILDER PER 0 VAR ES (')=SUPPLIED&INSTALLED ON SITE BY BUILDER PER C) o MANUFACTURER'S INSTALLATION INSTRUCTIONS SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS.SEE SHEET 2a FOR LOCATIONS. SHEET 2a FOR SIZE&LOCATIONS. WALK-A-BAY FOUNDATION CONNECTION DETAIL-1 CONNECTION DETAIL-2 Z MAY BE AT FRONT,REAR OR SIDE OF ANY HOUSE SIMPSON STHDRJ14 HOLD DOWN TO FOUNDATION SIMPSON HDU HOLD DOWN TO FOUNDATION cc CENTER BEAM WITHIN FLOOR 3112"MIN.DIA STANDARD STEEL 3 a SYSTEM(SEE CROSS'SECTION) PIPE COLUMN STANDARD FOR ALL FLOOR DECKING 4a w MODELS WITH FULL BASEMENTS �_ Z 00 w 16"x16"x8"BLOCK PIER METAL JOIST HANGER — N LL STANDARD FOR ALL MODELS 0 o WITH CRAWL SPACE(TYPE FLOOR JOIST 1st Fir Floor 1st Fir Floor- o "M"OR"S"MORTAR) 1st Flr Floor x a 3 112"x7"x114 STEEL PLATE 0 ANCHOR BOLTS TO START V-0"FROM EACH END OF WELDED TO COLUMN PARALLEL BEA x FOUNDATION AND SPACED PER TABLE R404.1(2)AND SHALL AT PERIMETER OF _ o BE PLACED SO AS NOT TO INTERFERE WITH FLOOR JOISTS PARALLEL BEA DWELLING�SIZED — > 2 x_CONTINUOUS SILL PLATE FASTENED BY LIC NSED — u 0 TO FOUNDATION WALL WITH 1/2°DIAMETER BOLT SPACED PER TABLE R404.1(2) AT PERIMETER OF ROVIDE 1))- (4)3/8k4'LONG LAG BOLTS DWELLING]SIZED LAYER 05/8" ARCHITECT OR ROVIDE1) o a 12"FROM CORNER.BOLTS MUST EXTEND A MIN.15"INTO MASONRY, BY LICEENSED ENGINEER PER = LAYER 0 /8" OR 7°INTO CONCRETE ARCHITECT OR CDX EXTERIOR ALL APPLICABLE CDX EXTERIOR Z 3112"INDIA STANDARD GRADE PLYWOOD STATE&LOCAL GRADE PLYWOOD s ENGINEER PER SHEATHING GLUE STEEL PIPE COLUMN ALL APPLICABLE CODES] SHEATHING AN SCREW GLUE a, STATE&LOCAL AND SCREW TYPICAL TYPICAL E.-_^ , .,• CODES) 10"DIAMETE► • -�' 30"x30"x10"CONCRETE ROVIDE(2)3/4" ACID PILE w/10 ((> OPTIONAL CANTILEVERFOOTING(STANDARD) 10"DIAMETER DIAME1tK TON CAPAL;I i r `JVD,DIAMETEf�2)314' OPTIONAL CANTILEVER ACQ PILE wl 10-- ,VANIZED THRU 32"x32"x12"CONCRETE GALVANIZED THRU SEE INDIVIDUAL FLOOR PLAN FOR ACTUAL DIMENSIONS FOOTING IN MA. ON CAPACITY BOLTS EACH PILE. C VARIES PER INDIVIDUAL FLOOR PLAN BOLTS EACH PILE. p, FOUNDATION NOTES: BASEMENT COLUMN DETAIL a 1.ALL CONSTRUCTION AND MATERIAL BELOW THE BOTTOM OF THE FLOOR JOIST IS THE RESPONSIBILITY OF THE BUILDERICONTRACTOR AND IS TO BE DONE IN ACCORDANCE WITH STATEAND LOCAL PILING DETAIL-1 PILING DETAIL-2 ch CODES. MATE WALL SIDE WALL w 2.BASEMENT ENTRANCE,FOUNDATION OR CRAWL SPACE WALLS EXCAVATION AND BACK FILL PILASTER,ETC..MUST,COMPLY WITH LATEST EDITION OF BUILDING CODE AND WITH LATEST REVISIONS STATE/LOCAL CODES.LAWS,RULES AND REGULATIONS INCLUDING FMHA 4241 EXHIBIT D THERMAL TO QUALIFY FOR FEDERAL FINANCING. ' FLOOR DECKING 3.INSULATION IN FLOORS OR ON FOUNDATION WALLS,AS REQUIRED TO BE THE RESPONSIBILITY OF THE ON-SITE BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. 4.WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE Z 5.IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY OR BE REQUIRED CHECK LOCAL REQUIREMENTS. METAL JOIST HANGER 6 THE SILLS OF ALL DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING SHALL BE RAISED NOT LESS THAN 4'ABOVE THE GARAGE FLOOR OR 2X2 LEDGER IN DIA ANCHOR BOLT IMBEDDED 7.ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL P E.OR RA FAMILIAR WITH LOCAL SOIL CONDITIONS IN CONCRETE MIN.7"(15'IN MASONRY) 1ST STUD 24"FROM CORNER 5 8.CRAWL SPACE FOUNDATIONS REQUIRE A MIN.OF A 18"x 24"ACCESS OPENING FOR VENTILATION 113 OF 1%OF THE FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT AND RODENT PROOF WITH FLOOR JOIST 6'-0"O.0 MAX.12"FROM CORNER(') G1 SCREEN OR LOWERS MIN.CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18". 2.0 9.FIRE SEPARATION WALLS SHALL BE CONTINUOUS TO BASEMENT FLOOR(SUPPLIED ONSITE BY BUILDER) 2x8 DBL SILL PLATE TACK SHEATHING 10. PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS 12"O.0 CONCRETE PARGING COVER 11.MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDERIOWNER EXCEEDS MAX.SPANS SHOWN ON BASEMENT,COLUMN SPACING TABLE FOUNDATION STRAP WITH BITUMINOUS COATING 12 LOCATION OF WASHER,DRYER,WATER HEATER AND FURNACE IN BASEMENT TO BE INSTALLED PER STATE AND LOCAL CODES(OWNERBUILOER RESPONSIBILITY). 518 xlB"ANCHOR BOLTS 13.ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOIST. 14.SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION.IF 3/4"FOAM INSULATION IS USED,INCREASE THE FOUNDATION IN LENGTH FOUNDATION WALL BY BUILDER NO WIRES I AND WIDTH BY 1 112"TO MAINTAIN PROPER OVERHANG.THIS APPLIES TO ALL MODELS. THIS AREA C7 4 15.FOUNDATION PLAN TO BE SUPPLIED WITH EACH HOUSE 16"x16"BLOCK PIER SITE INSTALLS 0^ Z o m 16.FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH ONEAND TWO FAMILY BUILDING CODE (TYPE"M"OR°S"MORTAR) PERFORATED DRAIN TILE HOLD DOWN r z ¢o 17.CRAWL SPACE SHALL BE PROVIDED WITH A MINIMUM 18"X 24"ACCESS(BY BUILDER ON SITE) 3.}o 18.MANUFACTURED UNITS COVERED WITH THIS BUILDING SYSTEM ARE DESIGNED FOR INSTALLATION ON SITE BUILT PERMANENT FOUNDATIONS,AND ARE NOT DESIGNED TO BE MOVED OR RELOCATED 30"00"x10"CONCRETE ONCE INSTALLED. FOOTING(STANDARD) v Y LL 19.FOUNDATION TO BE DESIGNED AND BUILT TO COMPLY WITH A NATIONALLY RECOGNIZED MODEL BUILDING CODE OR AN EQU[VALENT TO BUILDING CODES FOR SITE BUILT HOUSING OR WITH MINIMUM 32"x32"x12"CONCRETE #4 RE-BAR CONTINUOUS PROPERTY STANDARDS ADAPTED BY THE SECRETARY PERSUANT TO TITLE It OF NATIONAL HOUSING ACT. FOOTING IN MA. ~ 20.TO THE MANUFACTURERS KNOWLEDGE THESE UNITS ARE NOT TO BE USED FOR OTHER THAN ON PERMANENT SITE BUILT FOUNDATIONS. �+ 21 RECOMMENDED FOUNDATION ASSUMES A SOIL BEARING PRESSURE OF2000 PSF CORNER COLUMN DETAIL 22.FOOTINGS TO'BEARONUNDISTURBED SOIL AND BEBELOW FROST LINE C%AWL SPACE PIER DETAIL FOUNDATION WALL DETAIL K 23.CONCRETE USED IN CONSTRUCTION OF FOUNDATION TO HAVE A MIN.STRENGTH OF 2500 PSI SIMPSON HDU HOLD DOWN TO FOUNDATION 24 THE FOUNDATION INSULATION SHALL HAVE A RIGID,OPAQUE AND WEATHER-RESISTANT PROTECTIVE COVERING EXTENDED A MIN OF 61NCHES BELOW GRADE](MARYLAND ONLY) MODEL TWO STORY W/ STAIR TOWER DRAWING FOUNDATION 2 DETAILS SHEEP o 2 N N PRELINMRYOr 50'-0' 217083 8'-01/4" DRAWN BY BB rn CHECKED BY ---- ------� MK DATE 1 1261 PLF, 1261 PLF 8184# 3-28-17 I r --------------------------- ----------=-- I SALESMW I I I TOM SEYMOUR I I CONCRETE FOOTING I I I SCALE I I I NONE � I I I I I L I I I I-------1 r-----1 10" I I I I-------I I------I I o N TYP.I I �g11G I I I I I I a, 1 52 I ------� r-- za I -------4 1-- i S2o I I II I 1 CC E�oo I I I I I 1 occ I I SILL PLATE ----I co I Ercc I I s9, i + AA `D I I ANCHOR BOLT FOUNDATION WALL5-2- I 1 I � I 5-2" 5-2" 5-2" I cl, o 1 , 1261 PLF i I 1261 PLF 1261 PLF I 1 1261 PLF 1261 PLF N L--- ------------ --------- -------------------- ------------ -- °° N '� 1 i i i i 1 I 2732# 1 1 I M 1'-73/4" 6'-41/2" 5'-91/2" 12'-41/2" 8'-11/2";of 7ee 34'-6" I I ° Note: — • — — — — — — — • — — • — • � I i i I Foundation walls, piers, grade beams and all other 1 I I foundation elements shall be designed by a registered I 1 professional having knowledge of the local soil I I I conditions.,In addition to all code requirements, 1 1 1 foundation design shall incorporate all hold-downs, I N 1 I i point loads_equal to the hold-down capacity at all I N I I N CD hold-down locations, uplift loads, lateral loads, and I i 1 I • og gravity loads induced by the modular structure" — J I I I I =_ o 1 I I �0 NOTE: — — — — — --1 I I I I �o U_� SEE FOUNDATION DETAIL SHEET I I I 1 FOUNDATION HOLD DOWN LEGEND 1 L------------------------ m I MODEL: =SIMPSON STHD14RJ(SEE 4380# I TWO STORY W/ CONNECTION DETAIL-1 ON SHEET 2) I 21/4" 15'-1 1/2" 21/4"L_ ---------- J STAIR TOWER ------------------- � � DRAWING: =SIMPSON HDU IN WALL ABOVE(SEENr — CONNECTION DETAIL-2 ON SHEET 2) v FOUNDATION 15'-6" SHEET 2a PRELIMINARY!' 217083 14'-6112" DRAWN BY 8'-7" s'-s° 1Z-3 v2° BB 28'5112" 13 IF 4112" T-2" CHECKEDBY CLCA301OTN-2 CLCA301OTN-2 CLCA3010TN-2CLCA2410TN-2 MK CLCA3050-2 CLCA3050-2 CLCA305D-2 CLCA243D-2 DATE W12 DP® 42 3-28-17 - I W2442 42 � , 42 WDC2442 sALESMatt L 3 DW B24 L536 m TOM SEYMOUR � I AREA SB36 NN SCALE UJ ul I c7 �v m 1/4"F NONE IQ o� I m KITCHENS z� N 4 m CO I W n 186 SQ FT ¢ '� = 3'5" 3'5" o 0 �} FAMILY ROOM DINING ROOM i 3'-8° 3'S° 1/ ¢ 250 SQ FT 148 SQ FT I o z 0 DO FA'-� N UJ LIGHT-REQ.(20.0)SUPPLY(100.08) LIGHT-REQ.(11 84)SUPPLY(42.5) 1 DO v p -vi- 7D I p ¢ REFP24 VENT-REQ.(10.0)SUPPLY(83.65) VENT REQ.(5.92)SUPPLY(48.81) DO m o w ul ON o - p �¢ 2-6 - - ----� �cnoo REFP24 I z W-w w I ya _ I �� �'q U - I 2- `P Tn" cDO pn n O DID I ' B30 B30 L X-0". o # z 0- W3042 W3042 PANTRY r o I !6� b ' TEMPERED #SF135 TEMPERED - I ¢o d�� 3-0 - N ----J CLCA301OTN-2' I CLCA301OTN TRANSOM ABOVE CLCA3010TN FLUSH CEILING z CLCA3050-2 I CLCA3050 CLCA3050 1v 2'-10112" 7'-7" 3'-0112" N - _n N v< n o m I BATH#3 4'-10" 101-61 I 4'-0' 4'S" 10'-0" 0 1 I WALK-IN p GO PE L is I I v CLOSET r SINK I ,off 1 ON SITE BY OTHERS j o (2)2x10 SPF#2 HEADERS THRU-OUT _-� 2-0 2.s ID6 • • ------------------------- �Sn"'.IR HEAD 13'-0°} 14'-0° T 6' @ 84"AFF _ z o ' 34'-0" z o FRONT a Lu J U 9'-0"CEILING HEIGHT r p ALL 2ND FLOOR WINDOW HEADERS @ 961/4"AFF Z N BEDROOM#4 ALL CLCA3050 WINDOWS ARE TEMPERED _N o 152 s4 Fr N PLYGEM CLASSIC WINDOWS pP a VENT-REQ.(608)SUPPLY(4SUPPLY925) R. O.'SIZE LIGHT VENT MAX.RM.(SQ FU EGRESS SIZE U-VALUE RATING p m 00 CLCA3050 36X60" 10.9 9.85 136.25 - 26"X54112° 031 50 CLCA3050-2 72"X60^ 21.8 19.7 272.50 26^X54112" 031 50 'aa CLCA301OTN 36"X12" 1.50 - 18.75 N/A 0.31 50 ' O o CLCA301OTN-2 72"X12" 3.0 - 37.50 NIA 0.31 50 0 0 o z CLCA2430-2 28"X36^ 8.8 7.64 110.00 NIA 031 50 CLCA2410TN-2 28"X12" 1.11 - 13.87 WA 0.31 50 ' �g ARCy CLCA301OTN-2 ��. DOORSCLCA3050-2W� Y>=5LL o 0s y Gp,RY L�c� R 0.SIZE LIGHT VENT MAX.RM.. U-VALUE 14W u-S / 3-0 DOOR 3-2 3/8"X 6'-10 VT - 20.0 - .16 48.7 WQv �� q.�� FWG6D68 6'-0"X61-8' 23.78 14.72 297 .34 50 T-9" 7'-9° °- °'- �s NOTES: 15'5° ce 1. WINDOWS,DOORS AD SKYLIGHTS OF EQUAL OR BETTER PERFORMANCE AND MANUFACTURED BY OTHER THAN MODULE'S' SHOWN MAY BE SUBSTITUTED 2. WINDOWS,SKYLIGHTS AND GLASS DOORS USED SHALL BE NFRC RATED MODEL r N �0 3 DESIGNED FROM BUILDING SYSTEMS WILL COMPLY WITH STATE(RES CHECK WILL BE DONE FOR ENERGY REQUIREMENTS OF BUILDING ENVELOPE TWO STORY W/ �' 43 2 43� OF EACH COU STAIR TOWER �F �,` 4. FOR WIND BORNE DEBREE REGIONS WINDOWS ARE TO BE PROTECTED WITH PLYWOOD PANELS. DRAWING. OF \tl� PLYWOOD PANELS ARE TO BE AVAILABLE ON PREMISES. 1ST FLOOR 5. WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72"ABOVE FINISHED GRADE OR SURFACE BELOW, NOTETOBUIUXR THE LOWEST PART OF THE CLEAR OPENING SHALL BE MINIMUM 24"ABOVE FINISHED FLOOR OF THE ROOM IN WHICH THESEPu"SHAVE BEEN CREATED PER YOUR REQUIREMENTS PLAN DUE TO TRANSPORTATION AND CODE REQUIREMENTS,THEY THE WINDOW IS LOCATED.GLAZING BETWEEN THE FLOOR AND 24"SHALL BE FIXED OR HAVE AN OPENING THROUGH MAY HAVE CHANGES WHICH MAYEFFECTYOURDESILED SHEEP WHICH A 4"DIAMETER SPHERE CANNOT PASS.EXCEPTIONS PER R612. REQUIREMENTS SPACING OF FLOOR JOISTS,CELNGJOSTS, AND RAFTERS MAY BE FICREASEDTOACCOMMODATE PLDMBNGPIPESAND ELECTRICALOUTIETBOXES PLEASE REVIEW THE PLANS AND IF ACCEPTABLE SIGN BELOW BUILDERS SIGNATURE DATE PRELIMINARY# • 217083 50'-0" t - DRAWN BY T-0" 9'-0" 12'-6" 10'-10" 4-1" BB B. 20'-10" 4" 8'-4° 91v2 - '2" 4" 2'-0" 4" T 2" CHECKED BV. MK CLCA3010TN CLCA3010TN CLCA3010TN CLCA3010TN-2 CLCA301OTN CLCA3050-2 CLCA3050 DATE CLCA3050 CLCA3050 CLCA3050 3-28-17 TEMPERED TEMPERE sALESMart HEADER @ 6'-10"OF LANDING TOM SEYMOUR SCALE m N w U- I NONE _¢ C�l �W BEDROOM#2 m� C>0 2-4 94 SQ FT o �¢ 14'-0" LIGHT-REQ(7.52)SUPPLY(21.8) q v N VENT-REQ.(3.76)SUPPLY(19.7) w I 3,_5" `o BEDROOM#1 - I 203 SQ FT I WALK-IN I 3'-21/2" 3'-3" to w LIGHT-REQ.(16.24)SUPPLY(65.4) II CLOSET > ( CO o I r a a ;n o VENT-REQ.(8.12)SUPPLY(59.1) L _ — — — --_--- o BATH#1 �w Z Kbk LL LL C7 r, Up DN Lu w ED - Dis2,-11" - 3'-6_ TO ROOF DECK 5'-1" b N N 1/2"F LINEN 5-0 2-0 2-6 o Z o o O� N H N N Luj L N ¢J c in N H U U O CLCA301OTN CLCA301OTN. CLCA301OTN FLUSH CEILING CLCA3050 CLCA3050 CLCA3050 114- 4,-0" 2'-101 T-7" 3'41/2°29-8" � BATH#2 N N T-0• 9'-0" 14'-2" 8'-4° N � N 0 WALK-IN 4 ill PE L L _ CLOSET SINK FRONTo 9'-0"CEILING HEIGHT - 2-0 2xs 2-6 cq = ALL 2ND FLOOR WINDOW HEADERS @ 96 1/4"AS@84"AFFD (2)2x10.SPF#2 HEADERS THRU-OUT o Lu ul U ' F-- U N N BEDROOM#3 0 N o� 152 SQ FT �D AR c,'y T m Q LIGHT-REQ.(12.16)SUPPLY(54.5) =5 '8$�� co ire ¢ � VENT-REQ.(6.08)SUPPLY(49.25) Z r ,r\ GPRy �F�i L) c? ow 0 _- o coA Z > 105> C9 J" s No N~ �g W ^� C7 0J'y] D L 'k MODEL AST �v CLCA301OTN-2 TWO STORY W1 F OF CLCA3050-2 STAIR TOWER 14'-6" DRAWING 7,g. T_g" N TOBIBLDEPo 2ND FLOOR - SEPLANSHAVEBEENCREATEDPERYOURREQUIREMENTS PLAN DL TO TRANSPORTATION AND CODE REOU IREMENTS,TF4Y 34'-6" 15'-6" HAVE SP SPACING OF FLOOR JOISTS,S WHICH MAY EBPJGJOSTS, SHEET _ A RAFTERS MAYBE NCREASEDTOACCOMMODATE MODULE'D' PWMBNGPIPESANDELECTRMALOURETBD%ESPLEASE 3a REVIEW THE PLANS AND IFACCEPTABLESIGN BELOW BUILDERS SIGNATURE DATE PRELIMINARY# 217083 7/16°SHEATHING W/0.131"X 2 5"NAILS 6"O.C.EDGE 12"0 C.FIELD SPACING M 1 —2 I DRAWN BY I V I 1 50'-0" BB 12'-21/2" ? 2'-7" T-9" 6!-111/2" CHECKED BY a m MK TE 11J DA LL — — — — — — — 8184# z M 1 �� 3-28-17 U O I SAL TOM TOM SEYMOUR w LS36 DW B24 LS36 o SCALE. I o I I AREA SB36 U- NONE W I I U L5 - _ I O i- Sa=d M KITCHEN Z�" .W m m Lu I i m <¢ w FAMILY ROOM DINING ROOM m c !D I m ��N--� NZ J w "' 1142 m I z 3 � 0 Z `----- LL u'(if ui ----- N Z W W? ' UJLA_ W m 6164# 0 1 U _ U) C cD I W o 20 0o I _ TAG TO MAIN UNIT AT CEILING I ¢ m I W �a B30 B30 LEVEL W/318"LAGS @ 18"O.C. < N 0 GO ���65 IT R 1 Y 1 1 I V L Izz 1142-' - — — N 1 — I 438 2732# I I Z BATH#3 �� z U o 1116"SHEATHING W/0.131"X 2.5"NAILS 4"O.C.EDGE 12"O.C.FIELD SPACING " H I w LL 1uj m 0 U ON SITE BY OTHERS j dm o I o v N zXs Lu cs ----------------------- W �, z o I- SHEAR WALL SYMBOLS LEGEND o I o m, cq ®=SINGLE SIDED SHEATHED SHEAR WALL FRONT r J_ J 9'-0"CEILING HEIGHT ^ ¢ I Z =DOUBLE SIDED SHEATHED SHEAR WALL ALL 2ND FLOOR WINDOW HEADERS @ 961/4"AFF X i BEDROOM#4 N =SIMPSON STHD14RJ(SEE CONNECTION DETAIL-1 ON SHEET 2)., I ALL CLCA3050 WINDOWS ARE TEMPERED = x o¢ ® =SIMPSON HDU IN WALL(SEE CONNECTION DETAIL-2 ON SHEET 2) CD o ¢o *-1N LIEU OF HOLD DOWN,FASTEN 81DEWALL TO ENDWALL WITH ���D ��C��)` I ~ a � z>> 0.131"X 3'NAILS AT 6"O.C.FOR THE HEIGHT OF THE WALL ��- GPRY tp FO N o gs m BLOCK FLOOR DIAPHRAGM OF MAIN 50'UNIT T FROM EACH END & Jv Cv �S ATTACH SHEATHING W/0.131'X 2.5'NAILS AT 6"OC BOUNDARY w Q A . N _ 6" T 1 -1 OC EDGE AND 12"-OC FIELD. 4L *' WALL M1-1 ADDITIONAL CONECTIONS ` 4 - - - o -TOP TO BOTTOM PLATES TO RAILS W/0.131°X 3"NAILS @ 3"O.C. m -RIM TO SILL W/0.131 X 3"NAILS TOED @ 3°0 C. MODEL 0 243IN �O 4'-9" 4'-9" TWO STORM/ STAIR TOWER "O F 'tA 15'-6" DRAWING 7/16"SHEATHING W/ 0.131"X 2.5NAILS 4"O.C.EDGE 12'O.0 FIELD SPACING 1ST FLOOR Tl -A T 1 -B SHEARWALL PLAN a SHEET m 3bN O b PRELIMINARY#• ` n _ 217033 n ° 1 V 12—D 7/16"SHEATHING W/0.131"X 2.5"NAILS 6'O.0 EDGE 12"O.C.FIELD SPACING M2-21 DRAWN BY 50'-0" - BB 6'-0" 9'-6" 6'-1° 6'4° 2'-7" CHECCEDBY C-4 MK °O DATE 71-7 7777 77 77 2032# c� M2-® 3-28-17 Z • U /-1 SALESMAN: a TOM SEYMOUR cn I I p SCALE: NONE BEDROOM#2 o I U tD r E7I I I- • • I C'$ O U BEDROOM#1 I 10 I - � W z� N o= , ED 2857# BATH#1 io ga o0 0 Y] CV OWLLLL X >wW a'w Z 2032# o � O U ( � � � 0 A� z W - - w TAG TO MAIN UNIT AT CEILING LEVEL W/ co _ h 3/8'LEGS AT 48"O.C. cn M 2—D o I` D J — — o 973# clic V-0. 11'-2° 6'-10" BATH#2 7/16"SHEATHING W/0.131'X 2.5"NAILS 6"O.C.EDGE 12"O.C.FIELD SPACING o m � a z O zo co - V LL FRONT °° es us Lu o LL 9'-0"CEILING HEIGHT o b6 CD ATTACH 2ND STORY T0IST STORY W/ ALL 2ND FLOOR WINDOW HEADERS @ 961/4"AFF Wci Lu LAPPED SHEATHING AND 0.131"X 2.5"NAILS — — — _ _ — — _ _ — w I m WALL T2-1,T2-A,T2-B,M2-S,M2-B @ 6"O.C. HEAR WALL SYMBOLS LEGEND: " I J WALL M2-1&M2-2 @ 3"0 C. oZD a ®=SINGLE SIDED SHEATHED SHEAR WALL I ¢ I BEDROOM#3 N =SIMPSON LSTI73(SEE CONNECTION DETAIL-3 ON SHEET 2) z x N CD 3ZL7 — — — — — — — — — — o *-IN LIEU OF HOLD DOWN,FASTEN SIDEWALL TO ENDWALL WITH x ¢m ?o m 0.131"X 3"NAILS AT 6°O.C.FOR THE HEIGHT OF THE WALL c I z i z Fi o N 2 K� 4Q�Y BLOCK ROOF DIAPHRAGM OF MAIN 50'UNIT 2'FROM EACH END CD a a' Y R ATTACH SHEATHING W/0.131"X 2.5"NAILS AT 6"O.C.BOUNDARY ? _ 9 o g y 6"O.C.EDGE AND 12"O.C.FIELD. ¢ m o U_g 0 ARCy BLOCK FLOOR DIAPHRAGM OF MAIN 50'UNIT T FROM EACH END LU ZZ �T� ATTACH SHEATHING W/0.131"X 2.5"NAILS AT 6"OC BOUNDARY rn � Gp,RY LF �;, * * T2-1 2—A 6"OC EDGE AND 12'OC FIELD. to Q 5 I .v � 1 MODEL - TWO STORY W/ ' J 4'-s^ 4'-s' STAIR TOWER 15'-6' DRAWNG V J• 032 4g\ 7/16"SHEATHING W/0 131'X 2.5"NAILS 6"O.C.EDGE 12"O.C.FIELD SPACING 2ND FLOOR ATF OF NES I T2-A T2-BI SHEARWALL PLAN SHEET .a 3cN O z PRELIMINARY# 217083 -----------UNVENTED ATTIC ASSMEBLY(SEE DETAIL ON PAGE 9)— DRAWNBv ° --------------------------------------------------------------� r---- BB CHECKED BY' FINISHED CEILING - MK DATE 3-28-17 SALESMAN: TOM SEYMO_UR SCALE. NONE / FINISHED FLOOR vi w m12 C3 d FINISHED CEILINCr --------------------------- -----------� S2 L9 o`L` -------------- z Er D D ® 0 ® ®© zw�LL ow w `\\ Ujofz Ll I LJ 0 EEO ■ ��� ■ Q N N r ■■ Z FINISHED FLOOR ---------- N N <b D m I I � I FRONT ELEVATION PORCH NOTE: PORCH ROOF,DECK,RAILINGS&POSTS SUPPLIED &INSTALLED ON SITE BY BUILDER PER ALL 1L STATEILOCAL CODES&INSPECTED BY LOCAL BUILDING OFFICIAL ______________ --- ---- i UNVENTED ATTIC ASSMEBLY(SEE DETAIL ON PAGE 9) FINISHED CEILING __ I 4 \ ;' 4�4 C5 PAY 0. n� j RRC G Z6 Of FINISHED FLOOR \\ -AFINISHED CEILING' H F cf y 5�+ �j. '3243�'� y0� OF N4 ■ .' `\ MODEL ■ \\\ /// \`\ \\ TWO STORY W/ ■ STAIR TOWER ■ DRAWING ■ ■ FINISHED FLOOR EOLEVVATDNSOWOTE TO BUIFRONT ELEVATION NMAYNOTBEATRUEREPRESENTATION -----_---- OF THE HOUSE PURCHASED PLEASE SEE SALES ORDER FOR SELECTIONS CHOSEN SHEET - BUILDERS SIGNATURE DATE REAR ELEVATION 5 PRELMINARYM. 217083 DRAWN BY BB CHECKED BY MK DATE 3-28-17 SALESMAN. TOM SEYMOUR SCALE: NONE r w C3 z� 0 wV. rr � --------------------------------------------� z 00- - -------- ------ j-- 0 a _ FINISHED CEILING FINISHED CEILING z x -9 Q N'6!b y N M v m m r m F _ FINISHED FLOOR FINISHED FLOOR .J.A m 1I4 ---------- FINISHED CEILING Rte. 72 --- ----- FINISHED CEILING ----------- --------- - O fb \\ N bz NEE I Er E FINISHED FLOOR FINISHED FLOOR -- -- I I I LEFT ELEVATION PORCH NOTE: RIGHT ELEVATION PORCH ROOF,DECK,RAILINGS&POSTS SUPPLIED 08Z Z &INSTALLED ON SITE BY BUILDER PER ALL _ o o o-z Ll STATEILOCAL CODES&INSPECTED BY LOCAL =i C¢9 0 p BUILDING OFFICIAL !AD6^A �W QYz0 C��` ARC IV QJ Y cug n� o j�Z4z �o u- j g �a„I v MODEL �>,9 �3243���O TWO STORY W/ TF O F NE STAIR TOWER DRAWING. NOTE TO BUILDER ELEVATIONS a ELEVATION SHOWN MAY NOT BE A TRUE REPRESENTATION OF7HE HOUSE PURCHASED PLEASE SEE SALES ORDER of FORSEIECTIONS CHOSEN. SHEET BUILDERS SIGNATURE oaTE ^� LhJ � N N ELECTRICAL NOTES. FIXTURE SCHEDULE PRELIMINARYt 7 SMOKE DETECTOR SHALL NOT BE LOCATED WITHIN 20 FEET OF KITCHENOR3 FEET OF BATHROOM AND IF `12 STEEL PROTECTORS TO BE USED AT INTERIOR PARnnONS,AND IX7ERIORWAILSA5 REQUIRED 21"ALL RECEPTACLES REQUIRED BY SECTION 27052SHALLBE TAMPER PROOF Q 4'RECESSED FACADE LIGHT E EYE BALL LIGHT BAR LIGHT r TRICALWIRING AND DEVICES INSTALLED BYMANUFACTURERSHALLBEDETFAMINED LOCATED CLOSER THAN 3FEET HORIZONTALLY FROMKITCHENORBATHRDOMDOOR WHEN HALLWAY 13 ALL HOLES THROUGH PLATES IN WALL MUST BEFIREBLOCKED 22.CEILING LUMINAIRE BOXESSHALLBERATEDFOR50LB H RANGE EXTERIORUGHT 217083 RYAND PLACED WACCOROANCEWITH THEAPPLICABLEVFASION OFTHENATIONALELECTRICAL CODE OR OTHER ROOM RESTRICTS DETECTORMOIWRNG OPTIONB THAN THATSM01@DETECTOR SHALLBE PHOTOELECIRICTYPE15 CRNRST,E 8C33TARE EOICAACLE LTED FOR CRAWLSPACEWORBAS iFJAFNTWBLINGW ARECEPTACLE LOCATED OLENGIH 23 BALCONIES,DECKS OR MORETHANWITH 6 ABWEAF�AS A BE PROVIDED WITHODUPLEXRECEPTAOLE F FANLIG OKEDEO AILINGLIGHTOCATIONS OF ELECTRICAL DEVICES W THE M001n F"MAYVARY FROM THOSED"_TED ON TY FSE 8 A SMOKE DETECTORSHALL BE ACIOCTYPE POWERED FROM A LIGHTING CIRCUITANDPROVIDEDON EACH FLOOR LEVEL OR EQUIPMENT INSTALLATION,AND ARE INSTALLED BY BUILDER ON SITE(GFCI PROTECTED) 24 BALCONIES,DECKS OR PORCHES SHALLBEPROVIDEDWIDi AGOC SMOKE DETECTORUT IN ALLCASESSHALL CONFORM TO THE APPLI LEVERSION OFTHENARONAL ELECTRICAL CODE INCLUDING BASEMENT AND CELLAR AND QN MA FOR EACH 1200 SO FT OR PART OF IT)SHALLBE INSTALLEDWEACH ♦ 291V RECEPTACLE OFLOURESCEMLIGHTDRAWN BY ITCHE LLC1E48',RECEPTACLESTO BE I4',ANDCWNiERTOP PECEPTAOFSTO BE48'(38'VAN1IfY) BEDROOM,OUTSIDE EACH SEPARATE BEDROOM IN THE IMMFOIATEVKtt1IttOF BEDROOM NEAR7HE ROSE OFALLSTAIRS 1EALLGFlRECEPTACLES SNAlL 6E lOCATm INARFAUK.YACGESSIBIELOCAnON ARECEPTACLE LOCATOF A ED NO MORE THAN BS ABOVEAHFASURFACE SDICO COMBOOTTOM OF THE BOX FROM THE FINISHED FLOOR R¢IGHTSAREAPPROXIMA7E7 WHERE SUCH STAIRS LEAD TO ANOTHER OCCUPIED FLOOR THEY SHALLBEWIRED W SUCHAWAYTHATACTNATION OF 17 RANGE HOODS TO BE VENTED TO THE EXTERIOR.IF KITCHEN IS PROJWEDWIH4%OF FLOORAREAWIT GGRREFATERTHAN WFA'T2 SHALL HAVE RECEPTACLES LOCATED W EACHWALL SPCE 3FTA0 MORE fI 1n WITCHED RECEPTACLE !UNCTION BOX W'ALI'LIGHT 2_0'INLENGTHORGREATERWILLHAVEARECEPTACIE(HABITABLESPACEDNLY' ONE WILLACTNATEALL,ANDWTMNOINTERVENINGSWRCHES IFADDMONALSMOKEDETECTORSAREWSTALLEDBY NTURAL VENTILATION,NONVENiEDRANGEH00DSMAYBEI6E0 INWIDTHANDUNBROKENBYDOORWAYS,FLOORTOCEILWGWWDONSANDSIMIIAROPENWGS SINGLEPOLESWITCH ®ENTRANCE PANEL ® SCONCE BB COUNTERTOP RECEPTACLES SHALL BE WSTALLEDWSUCHAWAYSOTPATNOSPACE BUILOERTHEYMUSTBEINTERCONNECTEO WITH ONES INSTALLED BY MODDIARMANUFACTURER 18 ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICALPANELMLISTH4VEC91CUITSWWED INTO OF COUNTERTOP MEASURED ALONG THE WALL WILL EXCEED 7-0' P{7'BEM'EEN2RECEPS)MDNOCOUNTER70P - PANEL ON SITE 26 WHERE SWLTCHEB CONTROL LLGHRNG LOADS SUPPLLEO BY AGROUNDED GENERAL PURPOSE BRANCH THREE WAY SWIT UNDER CABINETLIGHT SPACE GREATLESER THANIYWILLBEWffHOL1TARECEPTACLEALLRECGPTACLESWBLBE G,CPROTECTED 9 NONMETALLICSHEATHED CPU SIWLBETYPE NMB 19.LOCA710N OF ELECTRICAL PANELWCRAWLSPACE MODELS ISTOCOMPLY CIRCULI,THE GROUNDED CIRCUITCONDUCTOR BHALL BE PROVmEDATTMESWRCHLOCATION $q FOUR WAY SWDCH ONY®PISCONN�AT60•AFF ® MACK CHECKED BY 5 RPACEG EATER THAN ARRANGED SOTHATNOPOINTALONGTHE WALL SHALLBE MORE THAN6 FTFROMARECEPTACLE IO mNDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABELED ORLISTEDEYANARONALLYRECOGNIZFOTESTNGLAB WICATI FICAL312 Of ECTRIC LPANE IN C CI FC7IDCALCDDE 27 GARAGES SHALL BE PROVIDED WITH GFI PROTECTEDRECEPTACI�INCIIIDMGONES E3 PHONE TACK fi.ACO DETECTOR SHA LLII BE BE INBTALIED ON EACH FLDORWTTHINIOFF OF BEDROOMS,AND7NiERCONNECfmWRFI SMd(E TME EQUIPMENT BMALL BE SUDABIE FOR LOCATION AND USE ANDIN COMPLIANCE WITH ITS IABELAND LLSTIN 20 ALL OUTETS SHALL BEARC FAULT PROTECTED,RONGSMOXE DETECTOR - PROVIDED FOR DOOR OPENER. �6'THERMRELESSEDCERING LIGHT C Ep00R CHIME BUTTON DEFECTOR 11 ALL RECEPTACLES TO BE GROUNDED TYPE. - EXHAUSTSFAN SPOT LIGHT GV2HP Gap N WEATHER MK @ AC RECEPTACLE CWCUIT INIERUPTER DATE 200 AMP SERVICE PANEL 3-28-17 ` CIRCUIT BR ENWIRE WAR CIRCUIT SALESMAN: MP IDENTIF DESCRIPTION AOLT SIZE SIZE AMP VOL DESCRIPRIXJ IDENTff TOM SEYMOUR 1 SMALL APPINNCE(AFCI) 23A 110 12-2 12-212DAI 110 SMALLAPPLIANCE(AFO) 2 ' 3 I GFI Gg FI 3SMALL APPLIANCE(AFCO 20A 110 12d SPARE 4 SCALE9 9 0 3 - 6 1ry5 SPARE 144 TS4 110 DISKWASHER(AFCI&GF6 6 NONE ( - P 11 7 SMALL APPUANCE(AFCI) E 110 122 SPARE6 10 10 10 LS36 11 B241 LS3�(32FI 1 DW L ---1 9 GENERAL LIGHTING AFB 154 110 142 142 154 110 GENERAL LIGHTING IAA) 10 R R R i AREA---SB36----J 21 UNDER 1 n cENERawcxnxc PF9 15A Ila 143 142 154 1+0 GENERALUGKTOIG(ARA 12 m 2-p" 6`7,112" 6`'71@" 1 LANDING I +3 GENENALUGHTING(AFQ 154 +1a 142 142 154 110 GENERA UGHWG(AFQ 14 15 GENERAL LIGHTING(An 15A 110 +42 142 1S4 110 GENERAL LIGHTING On 16 1 I R ——————— R W 7`1 T! 142 154 110 cENERALUGHTINGM 18 I - 1 I i M 1 11 KITCHEN 1, Z W 1 19 RANGE 40A 220 BS 142 154 110 GENERALLLGHTWOOFI) RI 1 W_ 21 BATH On 20A 110 122 SPARE 22 1- 1 1 m I 1 11 1 ¢ 23 BATH GFl 264 110 122 SOME 24 25 SPARE SPARE 26 Z O FAMILY ROOM I DINING ROOM I I I o----� I 27 SPARE F. SPARE 28 O K 1 1 I 1 SWI AND 1 1 m I 1 I 29 SPARE SPARE 30 C7 1 10 I 1 I B FOR ON ITE I I o GFI " v��� 31 SPARE SPARE 32 3 — m 1 11 CEI TNG FAQ !GH 1 I _ I 1,rmnI 33 SPARE SPARE 34 0 0 9 --�------------------------- —_ I I to tT 35 SPARE SPARE 36 00 I , F---� L m i R o Z LL I 1 1 1 SWITCH,WIRE,AND I`— __ I 11 c2¢ 1 m ---1'1~I` 37 6PARE 6PPRE 38 —Q a w W N L_— 39 SPARE GPARE 40 9 I I I BOX FOR ON SITE 1 GFI 1 E' y I I I CEILING FAWLIGHT `B'BELOWCT 1 ¢ GFl r ----- VVp w wP LL I I I." 1 1 GFI GR----------7 x GFI .N ¢ - B'BELOW CT j 11 C0 �-, HALL 75940-15' o I I YD 9`� I I I I 1, 14 = 1 L BEDROOM 79543-15 ; r------------- -----ll U O � BATHROOM 10 10 1 O w -(L k KITCHEN 79543.15 ®----------- R ---------J-UR I I 1 .,.A 1 1 I 630 B30 J I �-c I 0 3 � 9 (nN�<�tp l�t0 SINK 9 9 jFT GFI 2 L— -- 11 O _01 S KITCHEN 5326-75 � --------i � DINING 1 WP 11 i 1 ROOM 31036 962 _ TO 2ND FLR SPOT LT I -4 WIRE THROUGH CEILING 9 1 BATH#3 12 _ L k, I NOOK 31035-962 i 1 PERIMETER FOR 1 Y� W FOYER 0 1 ON-SITE PORCH LT 9 i F 12 L—_ FLUSH& 51035M 0 YF O FOYER ON SITE BY 0 HERS j 1�1 FI 2-STHANGONG RY 51D75A62 • zXs • CLLIILNNO��SET p� L---------------------------J - 14 S7 ER 5326-15 a AIRS I 1 14 -i L t GARAGE 79543-75 FRONT 14 ; 0 � FREOARMBg E 6509x28 9'-0"CEILING HEIGHT 3. i ALL 2ND FLOOR WINDOW HEADERS @ 961/4"AFF BEDR�OM#4 14 , 'J> ALL CLCA3050 WINDOWS ARE TEMPERED 12 ORECESSED 5 I I p- --- ,,,28-OC SWITCH,WIRE,AND R RE CAN 1751AT-14 o¢ BOX FOR ON SITE 4• ¢m o m CEILING FANLIGHT ® RECESSED 1105 06 o ¢oo xU' o CAN z�w ¢azx �D ARC f yyp - O RECESSED 113SAAT 16 Y�> dos 4 RY C �^ GFI 60"AFF MOISTURE `� 14 14 14 P RECESSED 1155 i3o LL's yc� 14 � Lu Qk'`P FIL LIGHT 3671H F LIGHT VB" 30 2 44035.962 m ',J �- .�7 - VSB60 DBL MODEL. I O 3"3"S VSB36424860 44036962 TWO STORY W/ S 03243` STAIR TOWER V DRAWING qTF 0F_A NOTE TO BDILOER 1 ST FLOOR RECEPTACLES SHOWN AREAS REOUREDEYNATIONAL ELECTRIC PLAN ELECTRICALCOOETHE HOUSEAS BULTMAY HAVE an RECEPTACLES RELOCATED AS NEEDED DUE TO SHEET CONSTRUCTION REQUIREMENTS AND INCOMPLIANCE WUH BUILDWGOODE BUILDERS SIGNATURE DATE _ - N FIXTURE SCHEDULE PRELIMINkRYW ELECTRICAL NOTES' '7 SMOKE DETECTOR SHALLNOTBELOCA7EDWITFROMKIIN 20 BHENOT OF RBATHROCHEN MDOORWH3 FEET OF ETH ALL AND IF 12 STEEL PROTECTORS TO BEUSEDATINTERIOR PARTIONS,ANDEITERIDRWAUSASRQUREDL 21 ALL RECEPTACLES REQUIRED BYSECTION21051SH4LLBETAMPERPRODF 4O 4'RECESSEDFACA➢ELIGHT 44E EYE BALLUGHT BAR LIGHT 217083 I ALL ELELTRICALWIRING AND DEVICES INSTALLED BYMAMIFACNRER SHAILBEDETERMWm - LOCATED CLOSER THAN3 FEET HORIZONTALLY FROM KITCHEN OR BATHROOM DOOR WHEN HALLWAY 13 ALL HOLES THROUGH PLATES IN WALLMUST BE FIREBLOCKEO 22 CEILING LUMINAIRE BOXESSHES WITHBE TEDFOR50LB Q RANGE HOOD .(FAQ FAN LIGHTCOMBO 'ETERIORLIGHT NLL ELkTRICND PLACEDNACCICES INTALLEDHEAPPUCABLEVFRSHALL BEHEERMINA1ElEC1RIGLCODE LOCATERROOM RSTRICTS DETECTOR MOUARING OPTIONS THAN THATSMOI�OEIECTOR SHALL BEPHOTOELECTRICTYPE.14 AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF IOI'OR MDRWLENGTH 23 BALCONIES,DECKS OR PORCHES WITH US4BLEARA SFIALLBEPROVIDEDWRH YY ACTUALLOCATIONSOFE INACCTPORDANICESIN THEMODULEBLEVMIYFROMTHDSEDEPICTEDORICALC B.OR OTHE ROOM DETECTOR SHALL DETECTORMOUEACR)C TYPE, TING OP FROM THA NT ATSMOKRANDPROVIOmON EACN FLOOR LEVEL 15 CIRCUITS T,'B'd93'AR DEDICATED FOR CRAWLSPACE ORB4SFMENTWIRING ARCEPTACLE LOCATED NO MORE THANSSABOVEAREA SLEiFACE �} DUPLEX RECEPTACLE - L CEWNG LLGHT © ACJDCSMOKE DETECTOR r' PLANS BUT IN ALLCASES SHALL CONFORMTO THEAPPUCABLEVERSION OF IHE NATO NAL ELECTRICALCODE INCLUDING BASEMENTAND CEUAR AND(W MA FOR EACH 120050 FT OR PARTOF IT)SIiALLBEINSTALLED W EACH OR EQUIPMENT INSTALLATION ANDARINSTALLED BYBUUDERON 511E(GFCIPROTECTED) 24 BALCONIES,DECKSBE LOCATED IN AATED OR No MORE SHALLU-7 B FOWTM + 220VRECEPTACLE G FLOURESCEAITLIGHT r 2 WALL SWITCHES TO BE46 RECEPTACLES TO BE I4'AND COUNTERTOP RCEPTACLES TOB48'(30'VpM11) BEDROOM,OUTSIDE EACH SEPARATE BEDROOM IN THE IMIDIATEVECP111Y0FBFDR00M NEARTHE 845E 0FALL5TAR6 17 RANGEHOOD16.ALL GFI S TO BESVEN7ELLD TOTHE L7(TFRIORIFKRCHENIS�'EPROVIOEDWITH4;40f FLOORIOCkTION WRH25 ALL FOYERAC OT PART OFAHALLWAYhia SORGREATERWLENGHr MID HAVWGANAREA 12 WITCHED RECEPTACLE ® �NLOI N OX ¢WALL LIGHT DRAWN BY TO THE BOTTOM OF THE B(SX FROM THE FINISHED F:6OR(HEIGHTS AR APPROXIMATEI. WHERE SUCH STAIRS LEAD TOANOTHER OCCUPIED FLOOR THEY SHALL BE WIRED W SUCHA WAYTHATACTNATION OF GREATER THAN B]FTl2 SHALL HAVE RECEPTACLES LOCATED W EACH WALL SPACE 3FT OR MOR 0 AANYWALLT-0'IN LENGTH OR GREATERWRL HAVEARCEPTACIE�HABRABIE SPAEONLy7 ONEWILL ACTNATE ALL,AND WITH NOINTFRVENWG SWITCHES IFADDIRONALSMORDETECTORS AR INSTALLED BY NATURAL VENTILATION,NON VEAITFD RANGEHOODS MAYBE USED WWIDTHANDUNBROKEN BY DOORWAYS,FLOOR TO CEILINGWINDONSAND SIMDPR OPENINGS 7k SINGLE POLESWITCH ®ENTRANCE PANEL ICO SCONCE BB 4 KITCHENCOUAITERTOP RECEPTACLES SHALL BE INSTALLIDINSUCH(AWAY SOIPATNDSPA)E BUILDER THEY MUST BE INTFJLCONECTEDWRH ONES INSTALLED BYMOWIARMANLIFACTURER 1&ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PAAID.MU5TH4VE CRCUTBWRED UJIO 2&WHERSWRCHES CONTROL LOADS SUPPLIED BYAGROUAIOED GFNERALPURPOSE BRANCH } THREE WAYSWRCHVIRE UNDER CABINETUGHT SOF COUNTERTOP MEASURED PACE GREATER THAN TWILL BEWRHDLITAREI EPTAC�ALL RECEPTACLESWOLBECGFCIPROTECTEDUNTERTOE 9 NONMETALLICSHEATHED CABLE SHALL BETYPENMB 19 LOCATION OF ELECTRICAL PANELWCRAWLSPpfEMODEl51ST000MPLY CIRCUIT,THE GROUNDED CIRCUITCONDUCTOR SHALL BE PROV�ATTFiE SWITCH LOCATION $g FOUR WAY SWITCH ONLY (DISCONNECT)SE pT6D'pFE ® MACK _ CHECKED BY 5 RECEPTACLES WILL REARRANGED SO THAT NO POINT ALONG THE WALLSFAILBE MORTHAN6 FT FROMARCf:PTAC1E 10 CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABlE00R USTEO BYANATIONALY RCOGN�DTESTINGlA6 yyITF{AR71CAL3120F THE NATIONALELECTRICALCODE 2T GARAGES SHALL BE PROVIDED WITH GFl PROlEC1ED RECEPTAtlE.WCUIDWG OAFS nSRECESSED GELLING UGHT C E ® PHONE JACK 6 A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR WITHIN IO FT OF BEDROOMS,AND INIERCONNECIEDVlI7F A9k THE EQUIPMENT SHALL BE SUITABLE FOR LOCATION AND USE AND WIN COMPLIANCE WITH ITS LABEL AND LISTING 20 ALL OUTLETS SHALL BEARC FAULT PROTECTED,INCLUDING SMOKE DETECTOR PROVIDED FOR DOOR OPENER jlX7J7. DOOR CHIME BUTTON WI WEATHERPROOFMK DETECTOR.(COMBINATION SMOKE AND CO DETECTOR MAY NOT BE USED IN THE STATEOFMA) 11 ALL RECEPTACLES TO BE GROUNDED TYPE EXHAU TRAT GFl GROUND FAULT EXHAUST FAN SPOT UGFif CIRCUIT INTERUPTER DATE AC RECEPTACLE 3-28-17 -------------------------------------------- ----------------------------------------------7 SALESMAN. r------------- 60"AFF —J TOM SEYMOUR LSCALE n 15 15 15 20 20NONE I 15 20 i {L}---� UNDER m I 15 BEDROOM#2 I LANDING I 15TL (_ I 18 I 416 —GFI 2� I I 3 BEDROOM#1 L 16 J S ITCH;WIRE,AND I I I D QV T IX FOR ON SITE6 U ---1 C (LING FAWLIGHT I t 1 000SWITCH,,WIRE,AND I — — — ---L BATH#1 14 I I I v I T~i� o a BOX FOR ON SITE I 15 I 20 a I o I CEILING FANILIGHT —_ CD I j J I — I 6�0"AFF 20 — — r---- o 1 15 L--- GFl A I I r- I I 20 111 L+ 16 3 1 1 w I I 20 ------------� I 6 I I�I 20 -- ®14 o ma 1 L----------=----16 L LJ I I 14EO ----------- �a� I o 15 15 16 16 -------------------------i I I U o I 1 1 L—A----------------- ------- --------------------- i BATH#2 lzo ._ a 21 I L U. O 1 F — -- I 21 . FRONT21 j FI 1 I �! 9'-0"CEILING HEIGHTsf i z ALL 2ND FLOOR WINDOW HEADERS @ 961/4"AFF i _ 21 21 I m I m 21 14E T-3' j LO ARC/y� BEDRJOM#3 i. 21 ,��p- G I `r SWITCH,WIRE,AND I I? BOX FOR ON SITE Iu � CEILING FAN/LIGHT Jy �N - 0 �� goso 1 21 60"AFF 21 �',. `�0 3 2 43'\' �o LL E1 . I , TO 1 ST FLR SWITCH MODEL TWO STORY W/ STAIR TOWER DRAWING NOTE TO BUILDER - _2ND FLOOR RECEPTACLES SHOWAREAS REQUIRED BY NATIONAL ELECTRIC PLAN c ELECTRICAL CODE.THE HOUSEAS BUST MAY HAVE N RECEPTACLES RELOCATADAS REDEODUETO SHEET CONSTRUCTION REQURMENTS AND IN COMPLIANCEWITH BUILDING CODE H BUILDERS SIGNATURE DATE C N - N PRELIMINARY# ALLOWABLE FALL IN TRAP ARM THETOTAL FALL IN TRAP ARM DUE TO PIPESLOPESHALL NOT EXCEED TO GAS ISLAND VENT VENT THRU ROOF PLUMBING NOTES: ONE PIPE DIAMETER NOR SHALL THE VENT PIPE CONNECTION TO A FIXTURE DRAIN,EXCEPT FOR BRANCH CONN IF MA ONLY _ OR CONNECT TO 1 ALL PLUMBING CONSTRUCTION AND MATERIAL BELOW THE MODULAR FLOOR AND BETWEEN FLOORS IS THE 217083 WATER CLOSETS AND SIMILAR FIXTURES,BE BELOW THE WEIR OFTHE TRAP,VERTICAL LEG FOR WASTE BRANCH CONNECTS p. •/ FIXTURE DRAINS TO APPLIANCE OR OTHER VENTS RESPONSIBILITY EDPIPOF THENHEATRICONSS,INCLUDING ISTOBE DONE IN ACCORDANCEECTEDEAND LOCAL CODES A VERTICAL LEG('B'IN DIAGRAM)MAY BE INSTALLED IN THE TRAP ARM OF A WASTE-VERTICAL LEG FOR TO APPLIANCE IF SAN-TEE 2 PLANT. SHALL ING IN BE KEPT OUT AREAS,EATEDAREAS WHERE IDE POSSIBLE. BE PROTECTED AGAINST FREEZING IN DRAWN BY A B WASTE FDCTUREDRAINS AVERTICAL LEG('B'IN DIAGRAIA)MAYBE INSTALLED IN THETRAP ARM OFA BRANCH CONNECTS PILL WASTE AND KEPT OUT MODULES E ASS OR POSSIBLE BB WASTE-FIXTURE DRAIN IN LIEU OF THE USUAL TRAP ARM TO VENT CONNECTION TYPICAL TO GAS SUPPLY 3. ALL WASTE AND VENT LINES IN MODULES ARE ABS OR PVC PIPE ALL SUPPLY LINER IN MODULES ARE COPPER,PIX,OR INSTALLATIONS INCLUDE ISLAND SINKS AND FIXTURES NOTADJACENTTO AWALL VERTICALLEG TRAP NEAREST " ARM INSTALLATIONS SHALL MEET THE FOLLOVANG CRNEfOA KITCHENSINK 4 PITCH ON HORPANTAL WASTE LINES IS-"PER FOOT FDR 3'DlM1ETER PIPE AND LARGER}'PER FOOT FOR LESS THAN 3'CPVG CHECKED BY 3"VENT THRU ROOF 1 MINIMUM TRAP DIAMETER SHALL MEET CODES VERTICAL PARTITION DIAMETER PIPE MK 3"DROPT RURO 1 ST R FIXTURE 5 WASTELINESINSTALLWYFWITH CLEAN-OUTPRIORTOIXUINGWALL FOR CONNECTION TODISPOSAL SYSTEM 4' DATE C 2 THE DIAMETER OF SECTION SHALL BE EQUALTO THE DIAMETER OF THE TRAP MINIMUM WASTE UNE TO SEPTIC(BY BUILDER IN FIELD} TEE VENT 6. WASHER SHALL HAVE MINIMUM 7 TRAP. 3-26-1T TABLEM206.71 3 THE LENGTH OF SECTION'A'SHALL BE NOT LESS THAN B'AND IN ACCORDANCE WITH TABLE 8220671 CONTINUOUS 7 REMOVABLE TRAPS UNDER ALL SINKS TO PROVIDE CLEAN-OUT ACCESS SALESMAN MAXIMUM LENGTH OF TRAPARM'A' q NIPPLE OF B GARBAGE OISP05.4lMUST HAVE SEPARATE TRAP DISHWASHER CANNOT DISCHARGE INTO GARBAGE DISPOSAL THE DIAMETER OF SECTION'B'SHALL BE ONE PIPE SPE LARGER THAN THE DIAMETER OF SECTIONW. ANY LENGTH WASTE 9 KITCHEN SINK SHALL HAVE T DRAIN WHEN A GARBAGE DISPOSAL OR DISHWASHER ARE CONNECTED TOM SEYMOUR DUI. LENGTH CLEANOUT 10. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES W DIRECTION SHALL BE45-WYES,LONG RaCHM IFIfO 5• THE LENGTH OF SECTION'B'SHALL BE NOT MORE THAN 36 INCHES 1-114 3 5' CAP SWEEP 90'ELBOWS,LONG SWEEP Y'S,6TH,8TH,OR 16TH BENDS,APPROVED COMBINATIONS OF THESE OR EQUIVALENT SCALE 6 THEDIAMETEROFSECTION'CSHAILBEONEPIPESPEIARGFJiTHANTHEDIAMETEROFSECTION'B• p"GRADE LONG SWEEP FITTINGS SHORT SWEEPS ARE PERMITTED IN SINGLE BRANCH HORIZONTAL TOVERTICALCHANGES IN NONE 1-1/z 5' P-TRAP PER FOOT DIRECTION ON TPIPE AND LARGER. 11. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF V ABOVE THE FLOOD LEVEL OFTHE HIGHEST 2 B 7 THERE IS ND RESTRICTION ON THE LENGTH OF SECTION'C. FIXTURE IN THAT NBRANCH m 3 10' SEDIMENT TRAP INSTALLATION 12 PV6DWV PIPE SUPPORTS'AT BRANCHES,CHANGES IN DIRECTION,AND AT THE BASE,EACH FLOOR AND MID STORY 4 14' B BENDS SHALL BE THE DMMETEROFTHE LARGEST CONNECTED SECTIOMETHOD (VERTICAL)MAXIMUM EVERY 4'-0'AT THE END OF BRANCHES,AND CHANGE OF DIRECTIONS OR ELEVATION, VERTICAL 13 PIPE PENETRATING FIRE RATED ASSEMBLIES INCLUDING FLOORICEIUNG SHALL BE FIRE STOPPED WHERE REQUIRED BY 1"FOOT VENT ALL CODES WITH MATERIAL EQUIVALENT TO CONSTRUCTION THROUGH WHICH R PENETRATES AND BE SUITABLE TO PIPE FIXTURE MATERIAL,OR USE METAL PIPE FROM A MINIMUM OF ABOVE THE FIRE RATED ASSEMBLY AND DOWN F DRAIN 14 FIRE STOPPING SHALL BE PROVIDED AND VERIFIED BEFORE ITIS COVERED OR CONCEALED IN THE CONSTRUCTIONPROCESS w 15 ANY STRUCTURAL MEMBER SUBJECTTO HOLE DRILLING,CUTTING,OR NOTCHING SHALL COMPLY WITH z w (2015 IRC R50281,RSD2.82,and FIGURE R5028) IF THE LIMITS ARE EXCEEDED THE MEMBER SHALL BE LEFT INA SAFE rnED STRUCTURAL CONDITION BY BEING REINFORCED,REPAIRED,OR REPLACED IN ACCORDANCE WITH THE STRUCTURAL- 3¢J 1/4 BEND CLEAN REQUIREMENTS OF THE CODE d� LONG TURN 116 BEND LONG SWEEP OR 2'HORIZ.DRAIN .16 FIELD INSTALLED PIPING SHALL BE APPROVED BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICER PIPING 0��� OUT z0�oo TEE WYE SHORT SWEEP SHALL BE FIELD TESTED FOR LEAKS. o LL SEE NOTES) AN AIR ADMITTANCE VALVE MAY BE USED IF THE "A"TRAP 17 BATHTUBS,INCLUDING GARDEN TUBS,HYDRPMASSAGE,AND HOTTUBSSHALL HAVE AItMIN OVERFLOW T03°VENT FIXTURE DOES NOT DRAIN INTOAVENTEDLINE INLET SIZE 18 JOINTS AROUND PLUMBING FIXTURES SHALL BE MADEWATERPROOFATFLOORS,WALLS,&COUNTERTOPS �w TEE TEE TEE TEE 114 BEND 19 EACH FIXTURE SHALL BE INDIVIDUALLY DIRECT OR WET VENTED wz THRU ROOF 20 EACH DWELLING UNIT SHALL HAVE ONE MAW T STACK FROM BUILDING DRAIN (NOT PERMITTED IN MA) 21. ALL VENTS THROUGH ROOF TO BE T MIN DIAMETER AND SHALL TERMINATE ABOVE THE ROOF SEE PG LIF-"VENT THRU v TEE (MAY REINSTALLED ONSITE ROOF DECAL!FOR REQUIRED EXTENSION ABOVE THE ROOF LINE (MAY BE °B"TRAP ARM 22. BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 7 VENT TO BASEMENT STUBBED BELOW THE FIRST FLOOR, OR IN THEN CAPPED AND LABFIF�-BASEMENT VENT MAY BE DELETED WHEN CLOTHES WASHER IS ON THE FIRST OR SECOND STANDPIPE HEIGHT WASHER KITCHEN SINK FLOOR. Ii; SAN-TEE 2S ALLTRAPARMS MUST BESUPPORTED WITH'MINIMUM BEARING((MA ONLYY� 6 AND TRAP SIZE BOX (OFFSETSAN-TEES SAN-TEE °C"VERTICAL LEG 24 ALL PLASTIC PIPE MUST BE SUPPORTED ATI RVALSINACCORDANCEWITHAPPLICABLEPLUMBINGCODES. o�'6 LAVATORY WITH BACK-TO 25 TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET.MAXIMUM VERTICAL DROP FROM FIXTURE (FIXTURE INSTAL- ? '� BACK FIXTURES) CONTINUOU OUTLET TO TRAP WEIR 1524' Z SAN TEE 14 WASTE 26 INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTSORSUP JOINTS ACCESSIBLE TRAPS SHALL BEREMOVABLE jN rm LATION ON VENT WITH UNION IN TRAP SEAL OR HAVE CLEAN OUT OPENING SIZED THE SAME AS THE TRAP. STAG m c LAVATORY TAIL PIECE FOR —P-TRAP VENTED LINE 27 MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE PLUMBING LAVATORY CONNECTION (BACK-TO-BACK OVER FLOW AND WASTE WET VENT THRU INSTALLATION) TO VENT"D" CODES ONE D.F.U.ONLY 2& PIPING SHALL BE PROTECTED WITH SHIELD PLATES WHEN PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1314' P-TRAP\ TUBISHOWER FROM EDGE OF MEMBER WATER P-TRAP OR WHIRLPOOL THEVENTPIPEFROMAFIXTUREDRAIN,EXCEPTWATERCLOSETSANDSIMILARSIPHONICFD(TURES, 29. FlRsiFLOOR Fu(TURFSSHALL CONNECT INTO IioR¢oNTALBUILDwcORAINMORE THAN IOPIPE DIAMETERS P-TRAP CLOSET DOWNSTREAM OF STACK BASE AND NOT CONNECT INTO SECOND FLOOR DRAIN STACK p-TRAP Opnpll SHALL NOT CONNECT BELOW THE TOP WEIR OFTHE TRAP.THE VENT PIPE MAY BE CONNECTED AT A 3D POTABLE WATER SYSTEM SHALL BE DISINFECTED ONSITE BY BUILDER IN ACCORDANCE WITH APPLICABLE STATE d LOWER ELEVATION IF THE FOLLOWING ARE MET. PLUMBING CODES FINISH 1.THE VERTICAL SECTION OF THE DRAIN PIPESHALL o 31 ISLAND FIXTURE VENTING SHALL NOT BE PERMITTED FOR FIXTURES OTHER THAN SINKS a"��_"`iA71?'�'� ��� E °� a O BE AT LEAST ONE PIPE SIZE LARGER THAN THE TRAP �® AR Ch/� DETAOS} J �- FLOOR SAN-TEE INLET SIZE. 32 ANTISIPHONING DEVICE,VACUUM BREAKERS,AND AIR TAPS FOR WATER OISTRI�'��N SYSTEMS-PROTECTION OF 2 1/4 BEND 1/4 BEND SAN-TEE 2.THE HORIZONTAL PIPE CONNECTED TO THETRAP OUTL >itY L POTABLE WATER SUPPLY' LONG TURN CLOSET FLANGE 1/4 BEND r P 321 WATER HEATER LOCATEDATOR ON LIVING SPACE LEVEL MUSTHAVEAN ANTFSIPHONING DEVICE INSTALLED TEE WYE &114 BEND LONG SWEEP P_TRAp LONG SWEEP P-TRAP LONG SWEEP BE AT LEAST TWO PIPE DIAMETERS LONG. \C/, G �/� 322 CLOTHES WASHER MUST HAVE ANANTISIPHONINGDEVICEINSTALLED(IFNOTBUILTINTO THEAPPUANC4 3.THE DEVELOPED LENGTH OF THE TRAP ARM SHALLN V 33 WATER HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE UTILIZED.(UE WASHING KITCHEN SINK/DISHWASHERIDISPOSAL WATER CLOSETS&MAIN VENT EXCEED THE VALUES STATED IN THE APPLICABLE P MBH76 S. ` MACHINES AND DISHWASHERS). t7 'A'-TRAP SIZE PER ALL APPLICABLE PLUMBING COD sW ,4 a 34 AIR ADMITANCEVALVES MAYBE USED WHERE YOU ARE PC ABLETO CONNECTTO A VENTED LINE OR VENT DIRECTLY Z 'B'-TRAP ARM LENGTHS: 7 THROUGH THE ROOF.AIR ADMITTANCE VALVESS;',;.LL BE SSD ACCORDINGLY INSTALLED ONSITE AFTER TESTING AND 11/4'TRAP-6-V I L' SHALL BE STATIC TYPE LOCATED Aw'n!"'T uh 6'ABOVE FLOOD LEVEL RIM OF THE HIGHEST FIXTURE LEVEL LONG TURN 11/2'TRAP-6-7 — �. Muga" 11" y Lf1 DOUBLE I/4 BEN TEE7��A 3"5 PIPE INSTALLED DOWNSTREAM OF THE POINT OF DELIVERY SHALL NOT EXTEND THROUGH ANY TOWNHOUSE UNIT OTHER 2'TRAP-6'-0' 3'TRAP-17-0' y4 A ® AMINIMTWO N E UNIT MOF(2)HOED IBSUCH AREREUI A MINIMUM OF(2)HOSE BIBS ARE REQUIRED,(1)AT THE FRONT OF THE HOUSE AND(1)AT THE REAR OF THE HOUSE AND 4'TRAP- G. 16'-0' = SHALL CONTAIN BACK FLOW PROTECTION. 'C'-SIZE IS ONE SIZE LARGER THAN TRAP SIZE �. .�L , 'D'-DISTANCE FROM CROWN WEIR ANDVENT CONNECT] 37. ALL FIXTU ERCPLIANCS SHUTOHALL FF EVES IN UMITSTOTHE PSOTTO LIMN ATER FDCrUR TAP LIATURETO SHAXIMUMITHIN 3W 114 BEND ACCORDING TO MAX.DISTANCE OF VENT FROM FIXTURE lryr C 38 OF FDXTURFJAPPLIANCEERVED.FVALVESWTIIE SAMEFl.00RAS THE FIXTURFJAPPUANCE AND SHALLBEWTMIN 30' LONG TURN T` O r � OF FIXTllREIAPPUANCE SERVED. 39 AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE LESS THAN 4'-0'DIRECTLY BELOW ANY DOOR, DRAIN OPENABLE WINDOW OR OTHER AIR INTAKE OPENING OF THE BUILDING OR ADJACENT BUILDING NOR SHALLVENT VENT V VENT FROM INSTALLATION AND WEATHERPROOFING TERMINALS BE LESS THAN IO'HORIZONTALLY UNLESS THE TOP OF THE VENTTERMINAL IS T-0•ABOVE THE TOP OF THE O Q 1112' 1ST FLOOR AER MANUFACTURERS INSTRUC710NS APPLICABLE OPENING TUB OVERFLOW 1' THRU ROOF Z m DRAIN VENT STANDPIPE` 3�LONG TURN 40 OPENINGS IN OR ON STRUCTURES WHERE OPENINGS FOR THE PASSAGE OF PIPES IN WALLS,FLOORS OR CEILINGS oo , 1 NDPIP •VENT SHALL BE PROTECTED FROM RODENTS WITH AN APPROVED PIPE COLLAR FASTENED TO THE ADJOINING STRUCTURE �-, ¢p�� 47 MAX LONG TURN 118 BEND 3'VENT SEEALTFRNATEMATERIALS SECTION OFTHEQAMANUALFORMATERIALS USED FOR COMPLIANCE OTHER THAN �� CD 2• 1 112'SHOWER APPROVED PIPE COLLARS p 117 SAN TEE FINISHED DRAINS TO DRAIN-BASED rFINISHED FLOOR 41 PLUMBING FIXTURES,DRAINS AND APPLIANCES USED TO RECEIVE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE �E YRp 2'TRAP FLOOR NON-HAZARDOUS ON 57GPM ( LINE 6'MINIMUM DIRECTLY CONNECTED TO THE DISPOSAL SYSTEM ON SITE PER CODE �� zos� TUB DRAIN LINE LOCATION FLOW OR LESS j (6'LgN ORIPATEDVE 42 ALL PLUMBING PRODUCTS AND MATERIALS SHALL BE LISTED BY A CERTIFICATION AGENCY AS COMPLYING WRHTHE No N FINISHED FLOOR SNO"ANTIC ACCUMULATION) REFERENCED STANDARDS AND IDENTIFIED IN ACCORDANCE WITH TABLE 3.1.3-2009 PHCC-NSPC Ito _ 43 PLUMBING FOCTURES,OTHER THAN WATER CLOSETS,SHALL BE PROVIDED WITH APPROVED STRAINERS,IXCEPTHUB LINE WASHERANATER HEATER PAN DRAINS AND STANDPIPES.' TRAP FINISHED 1 WASHER PAN REQUIRED ONLY WHEN WASHER IS LOCATED ON 2ND STOR 1112'SHOWFR 44. WASTE RECEPTORS SHALL BE OFAN APPROVED TYPE,NOT INSTALLED IN BATHROOMS,A CS,CRAWL SPACES. FLOOR LINE 2 WHEREA STORAGE TYPE WATER HEATER OR HOT WATER STORAGE T INTERSTITIAL SPACES ABOVE CEILINGS AND BELOW FLOORS OR IN ANY INACCESSIBLE OR UNVENTED SPACE SUCH AS A CLOTHES WASHER IN INSTALLED IN A LOCATION WHERE WATER LEAKAGE FROM THE TANK DRAIN VFNf THRU ROOF DETAIL TUBISHOWER WILL rALISE DAMAGE,A PAN IS REQUIRED PER 20091RCAND 20121 RC, 1112'TRAP CLOSET.WARNER STANDPIPES ARE ALLOWED IN BATHROOMS SHOWER 45 WATER CLOSET JOINTS SHALL BE MADE BY A CLOSET FLANGE OR A WASTE CONNECTOR WITH ASFAUNG GASKET a P2801Ji. 46 INSULATION FOR 2Di51ECC 40353 REQUIREMENTS FOR HOT WATER PIPE WITH A MINIMUM RESISTANCE OF R.I SHALL BE 314*DISHWASHER DRAIN 1112•VENT REQUIRED IN THE FOLLOWING LOCATIONS m 3'MAINVENT LOOPED HIGH AND THREADED 1112'VENT 1.PIPING LARGER THAN 3I4'NOMINALDIAMETER MODEL &W C VENT THRU HOLE IN CABINET SIDE OR tk-v EXTENSION 2 PIPING SERVING MORE THAN ONE DWELLING UNIT TWO STORY W/ BRANCH VENTS SECURELY FASTENED TO COUNTER 3 PIPING LOCATED OUTSIDE THE CONDITIONED SPACE DBL - VANITY 11/2• 4 PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD STAIR TOWER AS REQUIRED OR WALL OR AIR GAP SAN SINK DRAINS TEE - 1.9 DRAIN 5 PIPING LOCATED UNDERAFLOORS B DRAVANG. 2'VENT FOR GARBAGE AIR GAPV gAi,)TEE 6 BURIED PIPING FUTURE BASE- DISPOSAL 7.SUPPLY NDEMARETURN CULAT1IN RECIRCSYSTEULATIONSYSTEMSO7HER PLUMBING SAN MENT FUTURES SAN TEE DISHWASHERIPE NCRFASER FINISHED FLOOR THAN DEMAND RECIRCULATION SYSTEMS Q T FINISHED NAIRGAP FINISHED DRAINLINERED CER(OCCURS TRAP11T SCHEMATIC 1 12' MI 12'BELOW ROOF TRAP SHEEP /// FLOOR FLOOR LINE 1117P-TRAP- FITTING LINE �� 1lttTRAP AL MA-Y WYE-BRANCH MA-T ` BATHROOMVANffY ry WATER CLOSET AND MAIN VENT KITCHEN SINKIDISHWASHERID]SPOSAL FITTING KITCHEN SINKIDISHWASHER DETAIL v I �q 1 t - - PRELIMINARYlP - = DEC-TEC CLASSIC.060 MEMBRANE INSTALLED BY THE S.B.S. 217083 ATTIC DECKING BY SBS DRAWNBY - BB CHECKED BY R-38 IN ATTIC BATT MK DATE UNVENTED ATTIC ASSEMBLY R 21 KRAFT BACKED INSULATION L1/21GYPSUM BOARD SALESMAX 3-28-17 PER THERMAL REQUIREMENTS 3"x 1/2"BEARIN TOM SEYMOUR 1/2^O.S.B.SHEATHING . STRIP KRAFT BACKED INSULATION SCALE CEILING JOISTS ONE LAYER OF 3" PER THERMAL REQUIREMENTS NONE EXTRUDED POLYSTYRENE INSULATION BOARD(R15) N SITE CONTINUOUS R-2 INSULATION m�mm q 2x6 SPF STUD GRAD VINYL SIDING, 6' STUDS @ 16"0/C -5/8"GYPSUM BOARD 2x2 LEDGER w/CAULKING 7/16"24/16 APA RATED R-21 INSULATION wNAPOR BARRIER 112"GYPSUM BOAR WALL SHEATHING 2 Ir TOWARD CONDITIONED SPACE Z 2x6 STUD GRAD INFILTRATION BARRIER TO o BRIDGING— BOTTOM PLATES COMPLY WITH ASTM D2260Z'-- 23/32" Z w o 0 FT < 3/32"24/16 APA RATED —0 &G FLOOR SHEATHING 2x10 SPF#2 JOISTS @ 16" 12d NAILS @ 12"0/C AND 1-1/4"x 12"x 20 ga STEEL STRAP 2"RIGID FOAM INSULATION 2"RIGID FOAM INSULATIO ATTACHED WITH 4-8d NAILS, FLOOR PERIMETER AND TO SILL PLATE AT 48"O/C IN WIND TO 100 MPH AT 24"nic IN WIND o DBL.2x6 SPF STU 20NES HI�nER THAN 100 MPH (*•) - 1/2"GYPSUM BOARS GRADE TOP PLATES Z ' 2x6 SPF#2 CEILING m { JOISTS @ 24"O/C KRAFT BACKED INSULATION PER THERMAL REQUIREMENTS ON SITE CONTINUOUS R-2 INSULATION # 0 2x6 SPF STUD GRAD VINYL SIDING STUDS @ 16"O/C 4 7/16"24/16 APA RATED e 1/2"GYPSUM BOAR WALL SHEATHING BRIDGIN 2x6 STUD GRAD INFILTRATION BARRIER TO - BOTTOM PLATES COMPLY WITH ASTM D226 23/32"24/16 APA RATED 2x10 SPF#2 JOISTS @ 16" T&G FLOOR SHEATHING 12d NAILS @ 12"O/C AND 1-1/4"x 12"x 20 ga STEEL STRAP S ATTACHED WITH 4-8d NAILS , FLOOR PERIMETER AND TO SILL, SILL PLATE&BELOWt-? F � �R C IN FIELD BY OTHERS PLATE AT 24"O/C. /TFC' PROFESSIONAL R A.&PER DESIGN BY o P.T.SILL,PLATE w/SEALER /8"DIA.ANCHOR BOLT EMBEDDED o¢ ' t, LFIy� �� OR P.E. IN CONCRETE MIN.7"(7"IN MASONRY) o m g co- - �s� S' & *SIMPSON MAB ANCHOR STRAP MAY BE (D'03 Z J ` 15-6 USED AS ALTERNATIVE. CHECK LOCAL s `o o WSr QC } "�A Y BUILDING REQUIREMENTS. o Q 05. E:FOR FOUNDATION& o TING SEE SHEET 2a $ �:� �� ----CONCRETE PARGING COVER w/ E SUPPLIED AND INSTALLED a BITUMINOUS COATING ST ' o323 �� aUNDATION WALL INSULATION OF R13 p C, s c F TE F CONCRETE SLAB ON 6 -13 INSULATED SUPERIOR Fr-4""IGRAVEL L.VAPOR BARRIER WALL FOUNDATION MODEL s ' TWO STORY W/ f BED STAIR TOWER ; c •, • DRAWING a PERFORATED DRAIN TILE #4 REBAR CONTINUOU SECTION ' FOOTINGS TO BEAR ON UNDISTURBED SOIL SHEET e CAST IRON FRAME AND GRATE/COVER COVER TO GRADE IF CAMPBELL 1182 G OR APPROVED EQUAL z5TORM DRAINAGE GALG: z DROP T' 15 USED ON INLET MIUOLE ;,s�ry,.f ' a EXI5TIN6 O LOGKIN6 GA5E IRON COVER TO GRADE _ k A5PHALT REMAIN I z 8"TRAFFIC PROVIDED FOR PROP05ED ROOF RUNOFF ONLY) FINISHED GRADE r t FINAL GRADE � BEARING SLAB VOLUME = AREA x RAINFALL x COEFFICIENT 5 - GHIMNEY LOCATE DROP 7 UNDER C " (WHERE DWELLING AREA = 128 S.F. ACCESS OPENING FOR 1'w^"u"° 15 EXISTING PIPE vIA.MIN I A 20 MIN tt �j . . ISK MIN.(AS,REQUIRED) 1 APPLICABLE) RAINFALL = 2 = O.I6-I _ MAINTENANCE � a.s.9y ` yx • ,:7 rc - t O STAIR TO DECK _ ` � a. s R. �� . ' A DC PIPE. I ROOF RUNOFF COEFFICIENT - L0 '`" r a s weninctrn►asmoeeacn, ,�:; , ^ O (TO BE REMOVED) (HDPE) INLET ,,: HIGH DENSITY POLYETHYLENE c_:`. e SIZE. © ® O ® 1 I ,.. 6 ORN INLET TO 5D CONN- 10'm MIN ® ® 1 = . . . . . . . . ® ® ® 128 S.F. x 033 x 1.0 172 CU.FT. 1 s g EX SHED A , A NN. I 'm MIN � �" s.'t�''°k�. �•A.,i'� t � ,'�'��, 1' - O OUTLET TO BE REMOVED: ROOF LDR CONN=4'm MIN 1 = - ,a; .::. EXISTING o I ® ® ® ® 172 GU.FT./42 24 GU.FT.PER VERTICAL FT 4.0 VERT.FT. MIN 4'A '; s.. z .r:,. .:. Leurcli ,'�,'" fg . 3'MIN. APPROVED e �'I?.,,a s tl' 33 S.F. o v ® MIN 4.0 O : r =, u _ a J UPPER DECK 1 P2;.•. ,... '" �: �«� ° �j` 3'MIN. F F - � ® I VOLUME REQUIRED 172 GU.FT. PIPE PITCH APPROVED € " 3, �' (TO BE REMOVED) ® ® ® ® ® I Y;/FT. 1 _ �o PIPE PITCH EXISTING SANITARY SYSTEM TO 1 ® ® ® -' o ® 1 VOLUME PROVIDED = 172 GU.FT. - i Q . . q EXISTING ® ® ® ® ® I Y'/Fr. It BE ABANDONED BY REMOVAL I I I L;XY r M . , • ..�. r �s'• 0 ASPHALT U5E: I 1a :" •tt - � PER 5GDH5 REQUIREMENTS DRIVEWAY _ 1 � •� � `s ;sE;.,;,��,�` Oxy+:..,' 'a.�� -��.;x=�• '; S ® ® ® ® ® WRAP STRUCTURES 1 6 0 X 4 LIQ.OP STORM WATER LEACHING POOL I FLOW BAFFLE L �. _ ,b•. : Y �? w } A�' EX. GONG. 5EE BOXED NOTE TO BE • INTERCONNECT AS,SHOWN o ® ® 1 WITH FILTER FABRIC ) 1 5 TO BE REMOVED (® ® ® ® ® 1 .''f �• F ,,., o REMOVED . . . FE F_ ® ® NSE 6EOTEx 351, SEE DETAIL THIS DRAWING I ." .. � ' -; �, BY PROPER) I. ?e .r ' 1.w y4 EXISTING PRIVATE WELL . . . . . . . .. . . MIN. -- -- -------_ - ® ® ® o I ALL DRAINAGE PIPING TO BE PITCHED®Ye /L.F. `"` •- - 3, *j :� j';v, . . . . . . . . . . .I"d,10•I, H- EX. GONG In TILL 0. TO BE ABANDONED s F .. �•�- •;': YY n -�„ .fir°R;'�'�,ys� • .. . . . . . . . . . . . . . . ` ef-'-'„_p'„( ,N;:1e. O' z NON-RATEABLE ELEVATION 6rownsPor„ : a o-': 4�^ ® GRADE (TBR), ' V DIAMETER ' 501E �� ,•.............. EX. SAN. SYS. itz: ... ;:; � s W SEPARATION 015TANGE REQ'MT5 FOR SANITARY 5EPTIG TANKS l �,- ° ' " " 6 BELOW TO BE . . . . . . . . . . . .. . . . . GR D WATER �" •. 51DENTI ---------------------- ar_ LLAR MATERIA (RE AL): •` "w� "; ;'. „cid.« , '. ;<. �''µ; ABANDONED x • 4, (PENETRATION) _ 1 4"r l'-8 14 .� } .. MIN.HORIZONTAL SEPARATION DISTANCES: M.CATCH BASINS - 5-0 N-LEACHING I t,M. �,4,� 6;. ;� ` ' , r,�.,.,..0 RATEABLE SOIL /o u'�: ?max., 4 �; ,Y," .X N N �'.L...0. t': #:, f� l":" t Y 111 t-1 so.:h r, n 't.mom: tV A.BU LD NG W/CELLA 10'-0' N.SAN.L.P. 8'-0" I x �t, ,r. ,; b ,.�' 6,. • �: EXISTING „I', _ B.BUILDING ON SLAB=5-0P.PUMP 5T GREASE TRAP -y- 3 ..,:y •'!' q.1,•..• ,' STI' T';t,y +p?'1. '41�'+•Y''=z 1 2 STY FRAME _ w = " - . . . . . . . . . . . . . . . . . . . . . G.WATER LINES- 10-0OR MANHOLE-8-0INLET .CP . . . . . . . . . . . . . . . . . . . . / \ / \ $ .�v ;;��. .,. ..:urr,Mv":t!�:°°u�`''k,� _fY'"t,.,,. !.,:.�''. d,'�'G,�''"-'• '"� .r`�.v�,-.�_°.,` �.'�a'.er�.��,;'.•�`: sG{�&'•h+.. Q DWELLING . . . . . . . . . . . . . . . . . . . UNDERLYING SAND AND GRAVEL STRATA D.SURFACE WATER(WETLANDS) =15'-0' Q.PROP.LINES=5'-0" 6 1 �� �' � '"T "``';"°'- ':''`':-'" �^ t �' �: " s � �.t <• . ,, vh.`1 A\-, (TO BE REMOVED) b F.PUBLIC WELL= 115'-0' R SWIMMING POOL=20'-0' 11 Q i _ TYPICAL STORM WATER G,PRIVATE WELL=15'-0" 5.TDP OF EMBANKMENT OR STEEP SLOPE , ,� `, OUTLET m LOGATI ON MAP: H.RET.WALL(WTRPROOF) = I0'-0' (15%SLOPE OR GREATER) = 25'-0" NOT TO 56ALE EX. ENTRY •o•• � � � LEACHING POOL (SD) DETAIL J.U/G FUEL TANKS = 20'-0" T.BLUFF=65'-0' I I EX. SWR '•9 �� TO BE REMOVED NOT TO K.U/G UTILITIES= 5'-0' U.DEGK/RAMP=5'-0" L.STORM DRAINS =205CALE '-0" I I (TBR) �0' � ------------------ PROPOSED SITE PLAN: 0• AT- C) SEPARATION DISTANCE REQ'MNT5 FOR STORMWATER LEACHING, SEPARATION D15TANGE REQ'MT5 FOR SANITARY LEACHING 5TRUGTURE5 6 X 12-W2A X W2.1 H.W.MM SITUATE AT: A (f 1 EX SHED G 5TRUGTURE5 AND PIPING (RESIDENTIAL): (RESIDENTIAL): LAUREL, NY `J EX. FENGE(5) TO REMAIN MINIMUM HORIZONTAL SEPARATION D15TANGE5: M.CATCH BASINS,NON-LEAGHING= 10'-0' PLAN VIEW TOWN OF SOUTHOLD HORIZONTAL SEPARATION DISTANCES FOR STORM HORIZONTAL SEPARATION DISTANCES FOR STORM SUFFOLK COUNTY, NEW YORK O TO BE REMOVED o AREA: 160 S.F. A.BUILDING W/CELLAR= 10-0 N.SAN.L.P.=8-0 p : DRAINAGE LEACHING POOLS: DRAINAGE NON-LEAGHIN5 5TRICTURE5: t PROPERTY LINE=5'MINIMUM WATER SERVICE LINE5/LATERAL5/MAIN5=5' B.BUILDING E SLAB= 10-0P.PROP.LINES= KM SEPTIC TANK - 1000 GAL. 56TM NO.: 1000-145-03-3.1 O ��A,,�:.••''' ,.• t12 •. O G.WATER LINES = l0-0Q.TOP OF EMBANKMENT OR STEEP SLOPE , , 13UILDIN65 WITH CELLAR= lo'MINIMUM MINIMUM D.SURFACE HTR(WETLANDS) = 100'-0' (15SK SLOPE OR GREATI =25'0' NOT TO SCALE ZONING DISTRICT: RESIDENTIAL R40 O' EX SHED 'B' 3o O BUILDIN65 ON SLAB=5'MINIMUM UNDERGROUND UTILITIES=5'MINIMUM F.PUBLIG WELL = 200'-0' R.BLUFF=65'-0' USE: RESIDENCE O - "�~ WATER SERVICE LINFJI_ATERALSJMAIN5= 10'MIN O : EX. WD DECK TO BE REMOVED ': LOT 14 5' G.PRIVATE WELL= 100'-0" 5.5EPTIG TANK PUMP STA,GREASE TRAP UNDERGROUND UTILITIES=5 MINIMUM VERTICAL SEPARATION DISTANCES FOR STORM H.RET.WALL MTRPROFF)= 10'-0• OR MANHOLE=6-0' SITE DATA: AREA: 100 S.F. LAND N/O/F SANITARY SEPTIC TANK=20'MINIMUM DRAINAGE LINES: EXISTING: PROPOSED: (�� •cs GREGORY BAUMGARTEN $ SANITARY LEAGHIN6 POOL=20'MINIMUM WATER SERVICE LINES= 18'MINIMUM J.U/6 FUEL TANKS=20'-O' T.SWIMMING POOL = 20'-0' AREA OF SITE: 8,711.0 S.F. N.G. EX. GONG. EX �? PUMP STATION=20'MINIMUM SANITARY WASTE LINES= IS'MINIMUM K U/G UTILITIES=5-0U.DECK/RAMP =5'-0" (0.2000 ACJ TO BE HOT TUB LYNN BAUMGARTEN L.STORM DRAIN5 OR FINISHED GRADE MANHOLE=20'MINIMUM LAND N/O/F REMOVED (� EX. GONG.'. IMPROVED PRIVATE WILLS=50'MINIMUM RECHARGE BASINS=20'0" z"� �A OF BUILDIN6(5): PATRICIA F. McGARTHY (TBR) (�� PUBLIC WATER RETAINING WALLS= 10'MINIMUM FUEL 5TORA6E TANKS(BELOW GROUND) =20'MIN � iv DWELLING tg82 S.F. tfi0 BE REMOVED) 1,028 S.F. • IMPROVED ry COVERED PORCH N/A 84 S.F. m PUBLIC, WATER . CONCRETE 2' v \, 5HED 'A' 33 S.F. (TO BE REMOVED) OD S.F. � �O �� \k CHIMNEY SHED 'B' 100 S.F. N.G. •�I t A Ott PARTIAL 5ITE PLAN DEMO G � �, /\�� � � TL BLD' 6 AREA: 1,277 5.F. �4 S.F. W N 90 Q v UC /,ok ` �\ MIN 4'DIA f r' 12.OxUL"I 1114 41 O NO SURFACE WATER5 WITHIN ABED SITE PLAN BASED ON ORIGINAL SURVEY BY. l0 5 0 l0 20 30 No SURFACE WATERS WITHIN O EXISTING 30o FEET PROPERTY LINE \\ I Vel�ri-0, ® I Q > JOHN G. EHLERS, LAND SURVEYOR,NY5 LIG No. 50202 300 FEET of PROPERTY LINE unurr POLE ��\ �� ® n 6 EAST MAIN STREET RIVERHEAD,NY 11401GRAPHIC, SCALE I" = 10'-O" cam, 13.Ox O NO WELLS WITHIN 150 FEET /�\�/ SURVEYED: Oq-24-2008 G OF PROPERTY LINE 3'MIN. 3'MIN. \/ UPDATED: 08-12-2016 NO WELLS WITHIN 150 FEET COLLAR �= DOLLAR /�\� TEST HOLE ' ' ' ' U BY JEFFREY T. BUTLER, P.E. X Z OF PROPERTY LINE A �; DATUM: NAVD88 WL �/%\ I � I WITNESSED: AUG. IG,, 2016 PROPOSED STORM DRAINAGE SYSTEM: 13.ox �// w O SURVEY OF LOT 15 A!ID P/O 16 (PROVIDED FOR PROPOSED ROOF RUNOFF ONLY) O' `j0 R` ®® 'MAP OF LAUREL PARK' GROUNDWATER ENCOUNTER n� /. . X USE: .0 \G�/ . �� ®� FI LED OCT. 5, 1x25 - MAP No. 212 AT 125' BELOW GRADE F�-1 W LO I - 8'Q x 4' LIQ. OP STORM WATER LEACHING POOL (E\'S�j . . . . . . EXI5TING.A5PHALT. . . . . . y O \�j� ®®® Q • TRAFFIC, BEARING 5LAB e��o�� �MMj� DRIVEWAY. . . . .'.'.'. . . o ��'` '�.��� EL. 123' GROUND LEVEL O' C- • INTERCONNECT AS SHOWN ���V� G/ . . . . . .. . . .. . . . . . . . . . y 3'MIN TO / COARSE-FINE BRN 4 LT BRN O = SEE DETAIL (TEAS DRAWING) r ¢� /� . . . .. �, R` o>,^ED m e'O" SAND,TRADE 5M-FINE GRAVEL, >_4 Z O . . GROUND WATER d TRADE SHELLS 4 VEGETATION(SP) cll N JN { o A�.IGANT/OWNER: / ` _ EL. 105 2.0' BELOW 6RADE ('(� O v� COLLAR DEPTH FRANK ZA6ARIN0LU PEu�' (BACKFILL TO BE GLEAN ~,n COARSE TO FINE BROWN AND O - 200 5.OAKWOOD ROAD lJ' O ,Ac0't .:':.:.:.:.:.:.:.:.:.:.:.:.:. .:.:.:.:.: " " " " SAND AND GRAVELJ� z GRAYISH BRol�Q9 SAND,SOME LAUR$,NY I Ig4q N SMALL TO FINE GRAVEL,50ME F T - Op O - SHELLS,OCCASIONAL LAYERS,OT F+I O 0 O O . . ./ - - - z CRAY OR6ANIG SILT(5P/5M) W LOT IG, O O 69 " " "EXISTING ASPI+ALj o. . . . / �`. . . . . . . . . S. . . . .'.'.'.'DRIVEWAY. . . . . . . . . .. . . . . O LAND N/O/F O% /"� . . . ' ' ' 3 .:.:. ... . .:. . .. ..0. . . . . .. . . . . . . .. . . . . . . . 0- EXISTING TAP TYPICAL EL. 43' 8.0' BELOW 6RADE ~� ~ LINDA M. FALGO $ VINCENT FALGO t / `'® ?.�, . , . . . .fi. (VERIFY IN FIELD) / SANITARY LEACHING POOL (LP) COARSE r0 FINE BROI^!rl IMPROVED �. . . o . . . . . . . . . . . / . . . .. . . .. . . .. i q Q END WTR SAND,SOME FINE GRAVEL, ENGINEER: ue. . . . . . . . . . . . . . . . . . . . . . . . . . . .8�;SD... . . . . �.a. . . . . �2. NOT TO 5GALE PUBLIC, WATER 5 ® EL. o.o TRACE SHEDS(SP) /. . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . EXISTING DRY tt . . . . . . ..,/. . . . . . . . . . . . . . . . . . . . . . . . . . . . .` .. . . . . . . . . . . WATER METER "�P•(E OF NF/2 O(1�� /. . .. . . . . . . .. . . . . . . . . . . . . . . . . .5p . . . . . . . . . .. / EL. -4.5 110 BELOW GRADE PROPOSED �[ �D.�. . . . . . . . . . ,,,GE VA M L ZOMNG INFORMATION: � n ,� °� 69 PROPOSED .. .. . . .. . . . . . . . . . . . . . BASEMENT ENTRANCE x 1/ UTILITY . ;�`b 5 .. . . . . . . : : G,� , o \ 1„ gyp=�W 1�(� RE51DENTIAL DISTRICT(R-40) 7 'A AREA: f52 5G.FT. \30 METER M S�(0j . 3 Opp y� UPDATED PER ZBA DECISION No.7008, 12-Ig-2016 ZONING BOARD OF APPEALS cn - o �.�p,P9 . / W \-�"� LOT AREA REQ'MNT: 40,000 50.FT. MIN � � • 'r EXISTING: 8111 SQ.FT. ' ' w \ EXI STI NC SANT TArRY SYSTEM PROPOSED: N.G. 123X - 3\�, ,s U W N o T LOT 15 ABANDONMENT BY REMOVAL: LOT WIDTH REQ'MNT: 150.0' MIN PROP05ED / W 3 3_ HOLE '� EXISTING SYSTEM TO BE ABANDONED BY REMOVING ALLJEFFREY T. E3UTLER, P.E. EXISTING: 155.0' ��•��•• (� M -- W 2 O RESIDUAL SEWA6E WA5TE5 BY A LIGENSED WASTE HAULER, 2 STORY FRAME \ R�gti��G`� REMOVING, THE ENTIRE STRUGTURE(5),BAGKFILLIN6 WITH PROP05ED: N.G. Q \50 51N6LE FAMILY RESIDENGE / r �t �(� SUITABLE 5AND AND 6RAVEL MATERIAL,AND PROPERLY 1 O 4' f/ \(038 m LP\ p`FROM COMPAGTIN6. LOT DEPTH REQ MHT: 175.0 MIN JAN 9 2017 ABANDO'NED a _/ �0 3S EXISTING: 130.0 (� PRIVATE WELL � �/ yo 'co 55 � ' �` PROPOSED: N.G. 1- �-' / O 7 • � _ 55 YARD REQUIREMENTS: BUMMING DEPT. • ^ 55 '_ FRONT YD SETBACK REQ'MNT: 35.0' MIN g TOWN OF SOUTHOLD Q/ }- Bldg Dept copy from ZBA O . / EXP. L I N� / SYMBOL LEC SND 1 Final reviewed documents W ID - AREA: 1,028 SOFT. � ° � `-,\\------ � � �l 125x EXISTING: 55-1I o \\ 5T, 8' - ,- ---- ----- 1 PROPERTY LINE ZBA File# 7i C� FIN.FL.EL.® 12.15' \ PROPOSED: Sl.q' Date:(`L/J� - I Z Q NO SURFACE WATERS WITHIN (4 BEDROOM) \ \ M , ---- --- / 125x 50p�j APPROVAL p��pt; • • W LLQ tln } 300 FEET'OF PROPERTY LINE (W/BASEMENT) g s SS\ 8(P LP\ �, , SETBACK LINE - . . - . . - . . - . . _ 51DE YARD 5ET13AGK REQ'MNT: 10.0 MIN V Q O 13 Z O ° r ' `p,G'� EXISTING: 5'-7" NO WELLS WITHIN 150 FEET \ 0 5tv� EXISTING TO BE PROPOSED: 10.0' W Q < QL OF PROPERTY LINE \�1\N \ / �, \p` 5\Q �� LOT 14 REMOVED/RELOGATED (NOTE: 1.2'AT NORTHEAST CORNER) TYPICAL SYSTEM: Z Q O Z 1 Q✓_ IZ w w I 1000 GALLON SEPTIC, TANK _I O C� < r 6� 3 LAND N/O/F CUMULATIVE 5IDE YO 5ETBK REQ'MNT: 25.0' MIN 2 - & DIA x 6' DEEP LEACHING POOL GREGORY BAUMGARTEN $ SANITARY SEWER � � EXI5TING: 22'-5" 3'-0" MIN. ABOVE GROUND WATER LAND N/O/F \O LYNN BAUMGARTEN 1 � � '� W O PATRIGIA F. McGARTHY PROI'05ED �\ �(0� s O IMPROVED r � - X x X - PROPOSED: 20.0 (RELIEF GRANTED) (4 BEDROOMS) IMPROVED COVERED ENTRY �,�= EX SHED 'G' `�� MP 3O O PUBLIC WATER (NOTE: 1.2' AT NORTHEAST GORNER) Z AREA: 84 SQ.FT. ELP` , UNDERGROUND ELEGTRIG u6 W us _ PUBLIC, WATER TO REMAIN EX 0 R40 ZONING SETBACKS w - O z OO AREA: 160 S.F. �0 5 REAR YARD SETBACK REQ'MNT: 35.0' F-•1 Z J O U> 0 o� a' Q , • o o EXISTING. 3,8' c - Q � • tT�d www.dignetnycli.com PROPOSED: 15.0 (RELIEF GRANTED) O i PROP05ED SANITARY 5Y5TEM: or DWELLING O u N O O 50 (STANDARD SYS. DE516N FOR 4 BEDROOM RE5IDENGE) of ft YX CITY www.call811.com LIVING(FLOOR) AREA REQ'MT: &50 SOFT.MIN l0' MIN. 15'MIN. _ USE: &SONG I�,ANn EXISTING (TO BE REMOVED): (W/ BASEMENT) N !L (for other states) O � � Z9 1 - 1,000 GAL. SEPTIC TANK 015t FI.: q82 50.FT. Z 0 2 - 8'm x b' EFF. DEPTH SANITARY LEACHING POOLS 800-272-��80 8 I 2nd F1.: q82 5Q.FT, o \5� 0 300�of WAoPRRn u1IN MAINTAIN 5% GRADE WITHIN 20' OF SANITARY SYSTEM TL: I,g64 SOFT. � � 50% EXPAN51ON 5HOWN r 1 Q O Q'NO • SEE SEPTIC, TANK, LEACHING POOL AND GLEAN OUT DETAILS, IS.TI 8�ijy �j Z O �^O O t7 NO WELLS WITHIN 150 FEET THIS DWG. By law,excavators and contractors working in the For safety reasons, homeowners are strongly PROPOSED: 1St FL.: (p28 SQ.FT. z �L� \ } y OF PROPERTY LINE five boroughs of New York City and Nassau and encouraged to call as well when planning any / 1 \ N �„C 3S HIGHEST EXPECTED GROUNDWATER PER SANITARY DESIGN 9 2nd FI.: 1,028 SOFT. � -�C � l0'MIN �J Suffolk Counties on Long Island must contact type of digging on their property.Homeowners E.P. 1 I L.P. � n7 O EL. 0.44 TL. 2,056 SQ.FT. i n ►� . DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by m • GROUNDWATER PER TE5THOLE ® EL. O.O' `� /z / .O but no more than 10 working days(excluding calling 811,the national call before you dig O_ INSTALL CROSSOVER PIPE BETWEEN LEACHING POOLS weekends and legal holidays)prior to beginning number. For excavation work completed on LOT COVERAGE,MAX ALLOWED: 20% (1,142 SOFT) /L.P. SITE PLAN`l 005 � 1 n�0 any mechanized digging or excavation work to personal property,it is the contractors EX15TING: 14.66% (1,271 50.FT) 12Ax �/Y ensure underground lines are marked. responsibility--NOT the homeowner's-to contact PROPOSED: 15.71`7 (1,314 50.FT) 4_.l Excavators and contractors can also submit DigNet. Having utility lines marked prior to locate requests online,through ITIC.If you do not digging is free of charge. BLDG HT/STORIES ALLOWED: 3572.5 MAXEXISTING WATER MAIN 1 13 13 In currently use ITIC, please call 1-800-524-7603 EXISTING: 21'-0" /2.0 w W w 10 5 O 10 20 30 for more information. GRAPHIC SCALE I. 10'-O" PROPOSED: 21'-0" /2.0 TYPIGAL PLOT LAYOUT = NO 50ALE 1 0 f I THESE DRAWINGS AND ACCOMPANYING SPEGIFIGATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXGLU5IVE PROPERTY OF THE ARGHITEGT AND THEIR U5E AND PUBLICATION SHALL BE RE5TRIGTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARGHITEGT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT,VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. §RR406 NOTE: FOUNDATION WATERPROOFING AND DAMPPROOFNG ALL WINDOWS AND DOORS §RR406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING.EXCEPT WHERE 50' 0" MUST MEET DP 30 (140 MPH) REQUIRED TO BE WATERPROOFED BY§RR406.2,FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL SEE HOLD DOWNS AND ANCHOR BOLT LOCATIONS TESTING CRITERIA. BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. N SHEET 2A ON PLANS BY SIGNATURE MASONRY WALLS SHALL HAVE NOT ESS THAN 3/8 INCH(9.5 MM)PORTLAND CEMENT NATURE BUILDIN�s SYSTEMS PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE 4' 934 8' 71/2" 9' 83/4 12' 4" 14' 6" DAMPPROOFED WITH A BITUMINOUS COATING,3 POUNDS PER SQUARE YARD(1.63 KG/M2) 8311.7 STAIRWAYS. OF ACRYLIC MODIFIED CEMENT,1/8-INCH(3.2 MM)COAT OF SURFACE-BONDING MORTAR COMPLYING WITH ASTM C 887 OR ANY MATERIAL PERMITTED FOR WATERPROOFING IN §RR406.2.CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE WELLCRAFT EGRESS WINDOW WELL WELLCRAFT EGG SS WINDOW WELL 8311.7.i WIDTH.STAIRWAYS SHALL NOT BE ESS THAN 36 INCHES(914 MM)IN a WITH INTRGRAL ADDER AND COVER WITH INTRGRAL LADDER AND COVER CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND ABOVE LISTED DAMPPROOFNG MATERIALS OR ANY ONE OF THE WATERPROOFING S' O" BELOW THE REQUIRED HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MATERIALS LISTED IN§RR406.2 TO THE EXTERIOR OF THE WALL. MORE THAN 4.5 INCHES 0 14 MM)ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL §RR406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING.IN AREAS WHERE A HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE LESS THAN 31.5 HIGH WATER TABEOROTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, -_--C 14 - -- _---__ _ ----030 LIDR. _ ----C 14 ---- ------------------------ 030-LIpR. -------------------------------------- INCHES(787MM)WHERE AHANDRAIL ISINSTALLED ONONE SIDE AND 27 EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE d d d o INCITE ( 8 M ) ERE HANDRAILS ARE PKOVIDED ON BOTH SIDES ^ v o v' o a^ o a o c o 1 S 69 M WH SPACES LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING i o D • P a D 17 o - - _ D a o - a o - a D a o _ _ ,_ a D a FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. THE MEMBRANE SHALL ' - > . - . < _ ____________ OF SPIRAL STAIRWAYS SHALL BE N ACCORDANCE CONSIST OF 2-PLY HOT-MOPPED FELTS,55POUND(25KG)ROLLROOFING.6-MII -- ---- -----' r---------------------------------------------------------------- ----------------------------------------------------------- --- -- , °° i EXCEPTION:THE WIDTH I a° 1 ' � ' WITH SECTION 8311.5.8. (0.15 MM)POLYVINYL CHLORIDE,6-MIL(0.15 MM)POLYETHYLENE OR 40-MIL(I MM) POLYMER-MODIFIED ASPHALT. THE JOINTS IN THE MEMBRANE SHALL BE LAPPED AND O N i d i D 8311.7.2 HEADROOM.THE MINIMUM HEADROOM IN ALL PARTS OF THE SEALED WITH AN ADHESIVE COMPATIBLE WITH THE WATERPROOFING MEMBRANE. ' ' ; °a i STAIRWAY SHALL NOT BE ESS THAN 6 FEET 8 INCHES(2036 MM)MEASURED U.1 VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING EXCEPTION:ORGANIC SOLVENT BASED PRODUCTS SUCH AS HYDROCARBONS, I I p i a ' CHLORINATED HYDROCARBONS,KETONS AND ESTERS SHALL NOT BE USED FOR ICF VERIFY CENTERLINE ; D•> ; O i OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM. WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. PLASTIC ROOFING CEMENTS, -------- --- ------'------Q-- VON ACRYLIC COATINGS,LATEX COATINGS,MORTARS AND PARGINGS ARE PERMITTED TO OF DOOR ABOVE W ' 831 1.7.3 STAIR TREADS AND RISERS. u EXCAVATED CELLAR w BE USED TO SEAL ICF WALLS. COLD SETTING ASPHALT OR HOT ASPHALT SHALL Q , °° , - R311.7.3.1 RISER HEIGHT.THE MAXIMUM RISER HEIGHT SHALL BE 81/4 INCHES CONFORM TO TYPE C OF ASTM D 449. HOT ASPHALT SHALL BE APPLIED AT A p IL I I (UNFINISHED) (209 MM).THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING TEMPERATURE OF ESS THAN 200 DEGREES. ~ p ; �, , 4" REINFORCED P,G. SLAB =� ° 4 8 cV EDGES OF THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN it V Q 6X6 ACQ POST tiRR406.3 DAMPPROOFING FOR WOOD FOUNDATIONS.WOOD FOUNDATIONS ENCLOSING 3000 PSI o ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN a 1 o I HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED IN ,_ -__ ------, , i j O S OOP BOYS 3/8 INCH(9.5 MM). ACCORDANCE WITH§88406.3.1 THROUGH§88406.3.4. i D v p o o - a MODULAR NOME ABOVE 8311.5.3.2 TREAD DEPTH.THE MINIMUM TREAD DEPTH SHALL BE 9INCHES I O o i (229 MM).THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN `----------- §RR406.3.1 PANEL JOINT SEALED.PLYWOOD PANEL JOINTS N THE FOUNDATION `------------- � � � THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT WALLS SHALL BE SEALED FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF 8" THICK X 8'0" HIGH v ° PRODUCING AMOISTURE-PROOF SEAL UNDER THE CONDITIONS OF TEMPERATURE AND 1 TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE ,D o - P.G. WALL ON 16" X 8" °, i ° ' GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED N10ISTURE CONTENT AT WHICH IT WILL BE APPLIED AND USED. POURED CONCRETE ' ; ; 25CTo-4CQ T3„�,°p ;ILL 0 THE SMALLEST BY MORE THAN 3/8 NCH(9.5 MM).WINDER TREADS SHALL HAVE §88406.3.2 BELOW GRADE MOISTURE BARRIER.A 6 MIL-THICK(0.15 MM) FOOTING, PROVIDE (3)-04 ° � • 16" 0 c' : 9 :(3 � A MINIMUM TREAD DEPTH OF 10 INCHES(254 MM)MEASURED AS ABOVE AT A POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW-GRADE PORTION OF BARS IN FOOTING, TYP. ; D 9 I U POINT R TREADS SHA MM FROM THE SIDE WHERE DETTITREADS ARE NARROWER. � BEAM POCKET � c � p , p1 I Q WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6INCHES(152 MM) EXTERIOR FOUNDATION WALLS PRIOR TO BACKFILLING. JOINTS IN THE 3500 PSI MIX GROUT SOLID AT ANY POINT.WITHIN ANY FLIGHT OF STAIRS,THE GREATEST WINDER TREAD POLYETHYLENE FILM SHALL BE LAPPED 6 INCHES(152 MM)AND SEALED WITH v , "' ' ' D l 'X ADHESIVE. THE TOP EDGE OF THE POLYETHYLENE FILM SHALL BE BONDED TO THE i p ' cn AIN ,N DEPTH AT THE 12 INCH(305 MM)WALK LINE SHALL NOT EXCEED THE SMALLEST SHEATHING TO FORM A SEAL. FILM AREAS AT GRADE LEVEL SHALL BE PROTECTED i DRYWELL ; ,� i m BY MORE THAN 3/8 INCH(9.5 MM). FROMMECH4NICALDAMAGEANDEXPOSUREBYAPRESSUREPRESERVATIVELYTREATED a `--------------------4 a------_------_------------------------------------------------------------------' 1 D > I I I R311.7.3.3 PROFILE.THE RADIUS OF LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL INCHES ABOVE FINISH v' o v' v o' v v' o v^ o v o • o °D o - "c '_ a °D ' o - •_ •- a D a o ^_ '_ a D a o ^_ a D - a ' o ,• _ _ _ _ _ _ _ °_> _________ i I - TREAD SHALL BEN NO THAN 9/16 INCH(14.3 MMAT THE I OS NNG G NOTGE LESS ESSE GRADE LEVEL AND EXTENDING APPROXIMATELY 9INCHES(229 MM)BELOW GRADE. _N ________ -____ -- ----------------- ° I (3) 1 3/4" X I l l/8" LVL DROP D ' \ THAN 3/4 INCH(19 MM)BUT NOT MORE THAN 11%INCH 32 MM SHALL BE THE JOINT BETWEEN THE STRIP AND THE WALL SHALL BE CAULKED FULL LENGTH ,',r\j 3030 5LTC5R D D > PRIOR TO FASTENING THE STRIP TO THE WALL. OTHER COVERINGS APPROPRIATE TO ^ ' COMPACTED FILL (SW) ' ' ' °v ' ' in PROVIDED ON STAIRWAYS WITH SOLID RISERS.THE GREATEST NOSING i BEAM POCKET i U1 N PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE z THE ARCHITECTURAL TREATMENT MAY ALSO BE USED. THE POLYETHYLENE FILM c 1 I I °° I c� THAN 3/8 INCH(9.5 MM)BETWEEN TWO STORIES,INCLUDING THE NOSING AT °° ; �< 1 m SHALL EXTEND DOWN TO THE BOTTOM OF THE WOOD FOOTING PLATE BUT SHALL NOT z 11!� ) , THE LEVEL OF FLOORS AND LANDINGS.BEVELING OF NOSING SHALL NOT w o ' _ o ' O ' ' GROUT SOLID ,Q O i 4 - EXCEED 1/2 INCH(12.7 MM).RISERS SHALL BE VERTICAL OR SLOPED FROM THE OVERLAP OR EXTEND INTO THE GRAVEL OR CRUSHED STONE FOOTING. D , W I Ofll D , , 1 1 „ 1 -q > i ; , UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT m §RR406.3.3 POROUS FILL.THE SPACE BETWEEN THE EXCAVATION AND THE �O 6' 4" z 6 4 1 0 a 1Y 1L ' D ' MORE THAN 30(0.51 RAD)DEGREES FROM THE VERTICAL.OPEN RISERS ARE w FOUNDATION WALL SHALL BE BACKFILLED WITH THE SAME MATERIAL USED FOR1 °a FOOTINGS,UP TO A HEIGHT OF I FOOT(305 MM)ABOVE THE FOOTING FOR WELL- 0 1 PERMITTED,PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT DRAINED SITES.OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED ' ' O ' ' J i i THE PASSAGE OFA 4-INCH DIAMETER(102 MM)SPHERE. SITES. THE POROUS FILL SHALL BE COVERED WITH STRIPS OF 30-POUND 03.6 1 4 I In a 1 , , , � u- POLYETHYLENE � EXCEPTIONS:1 °° i w KG)ASPHALT PAPER OR 6-MIL(0.15 MM)POLYETHYLENE TO PERMIT WATER SEEPAGE ; ' y O i ; i °° 1 _ (A WHILE AVOIDING INFILTRATION OF FINE SOILS. `---' '--' ' ° ' ' , _N I. A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 8X8 POST TO HEADER ABOVE, ' ' °v §RR406.3.4 BACKFILL.THE REMAINDER OF THE EXCAVATED AREA SHALL BE ANCHOR TO CONCRETE AND HEADER ABOVE , _ ; ' ,° ; 00 11 INCHES(279 MM). - I I I BACKFILLED WITH THE SAME TYPE OF SOIL AS WAS REMOVED DURING THE Ol , 'a , M I I ' ,� 2. THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH A EXCAVATION. .�-1 o i ,v , a TOTAL RISE OF 30 INCHES(762 MM)OR LESS. � I I 4'xVx5/8" F.C. GWB OVER ' ___, R311.7.4 LANDINGS FOR STAIRWAYS.THERE SHALL BE A FLOOR OR LANDING AT ~ ' FURNACE PER CODE ; d ; THE TOP AND BOTTOM OF EACH STAIRWAY. NOTE: i D i I p l P.G. STEPS ALL LUMBER THAT COMES IN CONTACT WITHAND RAIL EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR CONCRETE WILL BE ACQ LUMBER. ------ ----J D TO CODE FLIGHT OF STAIR$,PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. ALL FASTENERS FASTENERS FOR PRESSURE DV (SAS TREATED WOOD ARE TO BE HOT DIPPED i , _ A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12 FEET (3658 MM)BETWEEN FLOOR LEVELS OR LANDINGS. GALVANIZED OR STAINLESS STEEL PER 8317.3 ; ; ; FURNACE; `° ; " v O v � � p i THE WIDTH OF EACH LANDING SHALL NOT BE ESS THAN THE STAIRWAY SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES914 MM BACKFILL SHALL NOT BE PLACED AGAINST THE INCHES(914 WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH MEASURED IN THE DIRECTION OF TRAVEL. AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, ' ' a ; R3I 1.7.5 STAIRWAY WALKING SURFACE.THE WALKING SURFACE OF TREADS AND % N OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE D ---- ---------------------L------------ ' LANDINGS OF STAIRWAYS SHALL BE SLOPED NO STEEPER THAN ONE UNIT BY THE BACKFILL(SECTION R404.1.7) a °D a o a °D a o p _ , VERTICAL IN 48 INCHES HORIZONTAL(2-PERCENT SLOPE). n, • 3030 SLIDn. - R311.7.6 HANDRAILS.HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE �. PROVIDE 5/8"ANCHOR BOLTS, OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. m X 36"O.C.,12"FROM EACH CORNER ff R311.7.6.1 HEIGHT.HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED \ Q OR WALL BREAK,AND 12"MAX I� Z 14- FROM FROM EACH SPLICE IN SILL PLATE 4' 9" 29' 9" 7' 9" oi- 7' 9" PLANE ADJOINING THE TN 34I NOSING. 4 FINISH NOT MORE OF RAMP SLOPE, X (FROM WFCM TABLE 3.2A)INSTALL SEE DETAIL SHEET FOR SHALL BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES (965 MM) HIGH WIND CONNECTION . WITH 28"MIN EMBEDMENT IN 3000 q REQUIREMENTS 34' 6" 15' 6" � � � RE PSI CONCRETE. R311.5.6.2 CONTINUITY.HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR 1: O THE FULL LENGTH OF THE FLIGHT.FROM A POINT DIRECTLY ABOVE THE TOP RISER Q to ", OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. Q w 50' 0" HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR • SAFETY TERMINALS.HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCH(38 MM)BETWEEN THE WALL AND THE HANDRAILS. Q FOUNDATION PLAN EXCEPTIONS: lu cIl 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT n, THE TURN. f/ 2. THE USE OF A VOLUTE,TURNOUT.STARTING EASING OR STARTING NEWEL LL A SHALL BE ALLOWED OVER THE LOWEST TREAD. LL Lu R311.7.6.3 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. 1. TYPE I.HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN ENGINEER: OUTSIDE DIAMETER OF AT LEAST 11/4 INCHES(32 MM)AND NOT GREATER THAN 2 INCHES(51 MM).IF THE HANDRAIL IS NOT CIRCULAR IT SHALL HAVE NE Y0 A PERIMETER DIMENSION OF AT LEAST 4 INCHES(102 MM)AND NOT GREATER Q THAN 61/4 INCHES(160 MM)WITH A MAXIMUM CROSS SECTION OF DIMENSION ��( B �� OF 21/4 INCHES(57 MM). �Q Q� c \ s• 2. TYPE II.HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES co Iu Nm~ ul (160 MM)SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES k 4?Y Z • • OF THE PROFILE.THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH(19 MM)MEASURED VERTICALLY FROM THE TALLEST PORTION OF • STUD/POST .. _ THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH(8 MM)WITHIN • =M111=1 7/8 INCH(22 MM)BELOW THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED 2 • r.- - W y 73 DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH(10 MM)TO A LEVEL THAT IS sF� OCP • "'" NOT LESS THAN 13/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE pR O F ESS\ 13 3/Ib" •.,,.,,,....,.-• - HANDRAILS PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL PILOT HOLES FOR • e ° ti,; ..s.�:. ���` BE 11/4 INCHES(32 MM)TO A MAXIMUM OF 23/4 INCHES(70 MM).EDGES SHALL MANUFACTURING • ,:a :'�• •• 4 i . 311.7.8 HANDRAILS.HANDRAILS HAVING MINIMUM AND MAXIMUM HAVE A MINIMUM RADIUS OF 0.01 INCHES(0.25 MM). JEFFREY T. BUTLER, P.E. PURPOSES • :�" _•--- �a µv p. HEIGHTS OF 34 INCHES AND 38 INCHES(864 MM AND 965 MM), R311.7.7 ILLUMINATION.ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION Q RESPECTIVELY,MEASURED VERTICALLY FROM THE NOSING OF THE a •`a -•-•- •^� IN ACCORDANCE WITIi SECTION 8303.6. O TREADS,SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. 0 11 .•.'a° _ ;�•' ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL ' LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT ` O 3 FLOOR DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY U > L4* Isis" JOIST I ABOVE THE LOWEST RISER OF THE FLIGHT.ENDS SHALL BE O a STOOP/STEPS DETAIL RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETYuj z a HDU j THREADED TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A o } 0 0 ' ROD SPACE OF NOT LESS THAN 1.5 INCHES(38 MM)BETWEEN THE WALL m AND THE HANDRAIL. 'n Q �/ Q 31 1.7.9 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALLQ z BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT fl/ Z Q TABLE R402.2 GRASPABILITY. �L Q in • ° MINIMUM SPECIFIED COMPRESSIVE d Z Q Q • TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL Q � �[ •• STRENGTH OF CONCRETE DIAMETERHAVE AN OUTSIDE 1 L) UJ AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL Q u1 MINIMUM SPECIFIED IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF v Q : COMPRESIVE STRENGTH (F'C) AT LEAST 4 INCHES(102 MM)AND NOT GREATER THAN 6-1/4 INCHES O = Z3 • TYPICAL HDU TIE BETWEEN FLOORS (160 MM)WITH A MAXIMUM CROSS SECTION DIMENSION OF $RR3]0.1.1 MINIMUM OPENING AREA.ALL EMERGENCY ESCAPE AND RESCUE � :3 --I WEATHERINNG POTENTIAL OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET 2-1/4 INCHES(57 MM). 0 TYPE OR LOCATIONS OF (0.530 M2) TYPE IL HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES 00 U ' NEGLIGIBLE MODERATE SEVERE (160 MM)SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON `V PRESERVATIVE-TREATED CONCRETE STRUCTURES EXCEPTION:GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN OPENING OF 5 SQUARE FEET(0.465 M2). IL BARRIER MAY BE WITHIN A DISTANCE OF 3/4 INCH(19 MM)MEASURED VERTICALLY BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT O o , ' REQUIRED 2,500 2,500 2,500 ` FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A FOR HOEDOWNS,PER ASTM TEST STANDARDS, EXPOSED TO THE WEATHER §88310.1,2 MINIMUM OPENING HEIGHT.THE MINIMUM NET CLEAR OPENING HEIGHT } DEPTH OF AT LEAST 5/16 INCH 8MM WITHIN 7/8 INCH BELOW THE o ' ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT SHALL BE24 INCHES (6 10 MM). ( ) z � w ' BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL Z3 o , , PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH, 2,500 2,500 2,500 ' O u a I : GARAGE FLOOR SLABS CONTINUE FOR AT LEAST 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT V ° 0 0 ° WITH CONSIDERATION GIVEN TO POSSIBLE §RR310.1.3 MINIMUM OPENING WIDTH.THE MINIMUM NET CLEAR OPENING WIDTH FUTURE WOOD SHRINKAGE.CARE SHOULD / / SHALL BE INCHES LESS THAN 1-3/4 T INCHES(45 WI BELOW THE TALLEST PORTION H o a BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AN D / n (508 MM). THE PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE I ° BE TAKEN TO NOT OVER-TORQUE THE NUT. 2,500 3,000 3,000 RECESS SHALL BE 1-1/4 INCHES(32 MM)TO A MAXIMUM OF e o 1 , ° o OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER W o ° IMPACT WRENCHES SHOULD NOT BE USED. §RR310.1.4 OPERATIONAL CONSTRAINTS.EMERGENCY ESCAPE AND RESCUE 2-3/4 INCHES (70 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE j OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000°'E 3,500°E / 0.0] INCH(0.25 MM). VERTICAL HDU INSTALLATION OF KEYS OR TOOLS. FOR SI: 1 POUND PER SQUARE INCH=6.895 KPA. A.AT 28 PSI. PAGE : HDU5 DETAILS B.SEE TABLE 8301.2(1)FOR WEATHERING POTENTIAL. C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING MANUFACTURED BY SIMPSON DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. o f 1 STRONG-TIE COMPANY,INC. D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) NOT TO SCALE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. HANDRAILS 31 1.7.8 HANDRAILS.HANDRAILS HAVING MINIMUM AND MAXIMUM SEE TYPICAL ENTRY ROOF FRAMING. PROVIDE HEIGHTS OF 34 INCHES AND 38 INCHES(864 MM AND 965 MM), --� RESPECTIVELY,MEASURED VERTICALLY FROM THE NOSING OF THE RAILS AS REQUIRED TREADS,SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL (3O" OR GREATER) LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY PACE OF NOT ESS THAN 1.55 INCHES(8 MM)BETWEEN THE WALL -- r.° 17' 6" 9' 1011 ' -- --------- o o •--;---- AND THE HANDRAIL. ' `,� 311.7.9 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALL 41' " 7' 0" BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRAPABILITY. ' TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL COVERED O +�d O HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES(32 MM) ENTRY 27' 811 FOR P 2' O" 9' OI' AND NOT GREATER THAN 21NCHES (51 MM). IF THE HANDRAIL Vol IS AT LET CIRCULAR IT AST T 4 INCHES(102 MM)AND NOHALL HAVE A PERIMETER6-1/4DIMENSION GREATER THAN NCHES I ❑ - 1 (160 MM)WITH A MAXIMUM CROSS SECTION DIMENSION OF �O FAMILY ROOM ILI 2-1/4 INCHES(57 MM). 9'o" CLG. .HGTKITCHEN .- o It TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES 9'O" CLC,. HGT. 6. (160 MM)SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON 1' $" BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH(19 MM)MEASURED VERTICALLY COVERED FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH(8 MM)WITHIN 7/8 INCH BELOW THE ENTRY WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL -------- o CONTINUE FOR AT EAST 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT a LESS THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF ------------------ THE PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES(32 MM)TO A MAXIMUM OF 2-3/4 INCHES (70 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF � I 2'6" Teco u°Li ti w TEco 411 ® 2, 0,. LI 3, 6,I CONNECTION I cl COVERED 0 V ro ' CONNECTION - o (2X8 QUAD) N CSO ^ N ( 12X8 QUAD) BAPA Na ENTRY a SEE TYPICAL ENTRY 2X8 ACQ LEDGER ` P.C. SLAB X ® u ` °� EO ROOF FRAMING. PROVIDE LAG TO BOX BEAM W/ 1/2 X 6 p N F p GALV LAG BOLTS (2) EVERY 16" ° RAILS AS REQUIREDlu ( l4) 2X8 DROP GIRDER 14' 611- - - - - - - - - - - - - - (30" OR GREATER W 0 8" SQUARE a TYPICAL STOOP ENTRY FRAMING HB{G FIBERGLASS COLUMN 11 OF 2) o BEDROOM 04 9'O" CLS. HGT. NOTE: I, FLASH AT SIDEWALL 2, PROVIDE EPDM ROOFING 3, PROVIDE LEADERS/GUTTERS 4. ANCHOR COLUMN TO FOUNDATION BELOW (CONT. THREADED ROD) 5, ANCHOR GIRDER TO COLUMN (CONT, THREADED ROD) 6, ALL METAL CONNECTORS TO BE IMAX OR 5,8, FIRST FLOOR �� /� � '1. BOTTOM OF HEADER AT 9'O" A.F.F. (VERIFY WITH OWNER) f�i nnv cil cl i r r � � d Lu X z IL SEE HOLD DOWNS AND ANCHOR BOLT LOCATIONS ON SHEET 2A ON PLANS BY SIGNATURE BUILDING SYSTEMS (� O l i� w }— n lO N CN u vo ---------------a ---o----------------e--- a o--Q--------------------s--- a o --Q---------------------- o ------a--------------------v--_---a--------v--_--------------- W ''' 2X8ACQ LEDGER `- -----------+'<v --------------------------------------------------------------------------------------------------------------------------- ----------------- LAG TO BOX BEAM W/ 1/2" X fo" GALv LAG BOLTS (2) EVERY 16" N I I OC (/ NE�/ I ` NEIV p T. e 0,9 I , EXCAVATED CELLAR w (UNFINISHED) N W I D ° i r ,� .I •� CC ``' 4" REINFORCED P,G. SLAB 1 ; 0 ' W 2X8 Ar-0 D.J. ;I°o ; 3000 PSI ry ' °a 4' 8" 6x6 AGQ POST 16 O,G, _,, e tu , o , TO STOOP ABOVE �(P o a , MODULAR HOME ABOVE ----------- 8" THICIG x 9'O" HIGH 4° $11 ' D,' o , P.E, P.G. WALL ON 16" X 8" JEFFREY T. BUTLER, POURED CONCRETE ,e N FOOTING, PROVIDE (3)-"4G, '=1p BARS IN FOOTING, TYP. , p , wI ` / , ,LL O 3500 PSI MIX BEAM POCKET PROVIDE 04 BARS, 48" O.C. VERTICAL °a ' GROUT SOLID , ,A ,Q 1� 1 m AND •4 BARS, 12" O.C. HORIZONTAL i i cni i AIH i + i 2X6 ACQ LEDGER U DRYWELL I I II I -- ------ I `------------------------------------------------------ ------ ----------------------------------, I I I0 ' I(V LAG TO BOX BEAM W1 1/2x 6' LLO a GALV LAG BOLTS (2) EVERY 16" a ' d � o D d D v ° d D �d � o d +D c d � o ° d ,D �d � [> � ° d D 4 4 � A . • I , D ° 1 I M � IL e - - - - - - - - - - - - - - - - - ----------- Ju Lu4 C) --------------------------------------, I------------------------------------- ----- ---------------- (3) 13/4" XIII/8" LVL DROP O O BEAM POCKET im 'v1/1 Q Q p Q COMPACTED FILL p - °4 GROUT SOLID D' O I a Ili Q �- m 1 • I I • I I I I °d I > I °a i 4" REINFORCED P.C. SLAB Q �/ QLud Q 3000 PSI I D° i a UJ • i ^ z a a 1 d I I d I I I I I I U I I I I 1 •°a I I o 'Q N lU I ° 8X8 POST TO HEADER ABOVE,,---*-' BOVE, J i p i i ' V• O = ANCHOR TO CONCRETE AND HEADER ABOVE 4q FOUNDATION FLAN � 'a � � O � 0 0 1 I 0 I 1 4'x5'x5/8" F.C. GWB OVER FURNACE PER CODE ; ; ° (� N O O I p 4 I P.C. STEPS 1J— LL NOTE: _ ____,, , AND RAIL O `� ALL LUMBER THAT COMES IN CONTACT WITH ' °a , � � , TO CODE r CONCRETE WILL BE ACQ LUMBER. , Dv GAS I 1 z w w ALL FASTENERS FASTENERS FOR PRESSURE ° FURNACE <' TREATED WOOD ARE TO BE HOT DIPPED I I a t I GALVANIZED OR STAINLESS STEEL PER R317.3 11 i a l 1 I 1 L.J D o .-------------------------- -------------, MAY 3 0 a ' ------------------------------------------------I 0 :-7 • ' � e d ,D d , p �•° d D d a � G I I i72-D 2 of 2