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Home My WebLink About0063 GOSNOLD STREET Gns/vol-Z> � � __ _ P. u i i i _ �"% � ,� ng Town of Barnstable �® � s�wirrweue Post This Card So That�t is;V�s�b1e�:Frorri the Street Approved`Plans Must beRetamedzon Jab and this,Card Must be Kept M Posted Until`-Final�lnspection Has Been,Made ;' w t =bsa = e F»r ° Where a Certificate of Occupancy is Required,such Building shall Not,,be Occupiedf,u'ntil a Final Inspectionjhas been made ",l t Permit No. B-19-3960 Applicant Name: William Schmitz Approvals Date Issued: 01/09/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 07/09/2020 Foundation: Location: 63 GOSNOLD STREET, HYANNIS Map/Lot: 324-095 Zoning District: RB Sheathing: Owner on Record: HESTMARK,SCOTT R TR& KERIN E Contractor.Name: William L. Schmitz Framing: 1 Address: 63 GOSNOLD STREET Contractor License: 076571 2 HYANNIS, MA 02601 Est. Project Cost: $ 124,659.00 Chimney: Description: Remodel existing kitchen and remodel 4 bathrooms.Kitchen Permit Fee: $685.76 remodel to include removal of all cabinets,counters,floors and 2 = Insulation: Fee Paid;,- walls of blue board. Install new window with new header:-master $685.76 Final: bath to receive new vanity top and floor, bath 2 is, nity and top. Date: 1/9/2020 only,bath 3 is vanity,top and floor, Powder room is""vanity and top" Plumbing/Gas only Rough Plumbing: Project Review Req: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six m'onths"after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents�for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures"shall be in compliance with the local zoning bylaws and codes. This permit shall be displayed in a location clearly visible from access street or=road and shall be maintained open for public inspection for the entire duration of the Final Gas: a work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by'"the Building and fire Offraals are-provided on this;permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing `'" Rough: 2.Sheathing Inspection }" u 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building Department - 200 Main Street tAB . * Hyannis, MA 02601 MAC. (508) i639. 862-4038 � Certificate of Occupancy Application Number: -20061161 CO Number: 20060128 Parcel ID: 324095 CO Issue Date: 10/16106 Location: 63 GOSNOLD STREET Zoning Classification: RESIDENCE B DISTRICT Owner: HESTMARK, DEBORA Proposed Use: VACANT 11 INDEPENDENCE DR WALPOLE, MA 02081 Village: HYANNIS Gen Contractor: DANTONIO,RALPH A. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: �OLJrb - r6 -- D6 Building Department Signature Date Signed } - t TOWN OF BARNSTABLEBuilding �► Application Ref: 20061161 Permit BMMSTABLE, Issue Date: 06/09/06 " 9 MASS. 1639.�a Applicant: DANTONIO,RALPH A. Permit Number: B 20060368 Proposed Use: Expiration Date: 12/07/06 Location 63 GOSNOLD STREET Zoning District RB Permit Type: NEW SINGLE FAMILY HOME Map Parcel. 324095 Permit Fee$ 1,353.00 Contractor DANTONIO,RALPH A. Village HYANNIS App Fee$ 100.00 License Num Est Construction Cost$ 330,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW 5 BEDROOM MODULAR 3 1/2 BATH HOUSE WITH THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 2 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: HESTMARK,DEBORA BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 11 INDEPENDENCE DR INSPECTION S BEEN NFE. WALPOLE,MA 02081 RA Application Entered by: DB Building Permit Issued By: THIS PERMIT CONVEYS 140 RIGHT TO OCCUPY ANY;STREET;ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR'PERMANENTLY ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICAT LY PERMITTED'UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION: STREET ORALLY GRADES AS WELL AS DEP°TH AND.'LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROIy1 THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DQES NOT:RELEASE THE APPLICANT FROM:THE CONDITIONS OF ANY APPLICABLE SUBDIVIS30N RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTTTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. . 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED: 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 f0 2/ /Ze!�l ILI rap �n G� 3 �.�ftj Or— 1 Heating Inspection Approvals Engineering Dept r4 Fire Dept 2 ar o ealth I� l Gosnold Street 40' Public Way S 89006'30"W 95.14' (Plan Book 262, Pg. 76) r Asphalt Sidewalk 133.30' to Barn. Rd. Bnd. found —y Iron Pin Set Iron Pin Set 20.4't 20, 26.8'f 17.8't setback line N hereby certify that the .- cc, foundation shown hereon is 3 locate, exist's on the h� 10.5't °p gro .SH OF.A / CO D0 : DCb yG /Z/�GYo Co Existing Foundation o I FPPROol P S Date / Top of Foundation Elev. = 13.90' NGVD No.32662 SSI CI 17.9' ` 3°' N �sun�� Q 1)Ben ed is RM 11 from the FEMA Map C; FIT- _ #2500010006D,and is based upon NGVD. 10, J�f°a D �� 2)Record Plans reviewed were in Plan Book 475, 1 1.6't \ Pg.55; 184, Pg. 109;9,Pg. 103;34, Pg.29;262, 6.3 3, 11.6'f \ (V Pg.76; 187, Pg.83;and 71, Pg.39 \ 3)Locus is shown as Lot's 114 and 115 in Plan \S 71 10.6' Book 9, Pg. 103. °S�SO„� � \ t Stake set 90 OY347 Plot Plan of Land 00 C �M0 T LAND SURD in Barnstable, MA (Vlllage of Hyannis) Conc. Bnd. Fnd #63 Gosnold Street J One Ellis Lending Road Z O Brewster,MA02631 Prepared for Debora Hestmark 508-896.1050 Stake set Deed Book 20300, Page 41 o C-1. Showing Proposed New Dwelling N June 21 st 2006 Scale 1 =20 I a T. P oV-V' OLS#248-1 Commonwealth of Massachusetts ®tk�,X-p Map Parcel Date: I JUN - 6 2014 # Estimated Job Cost: $ � F�ARNSTA�LE Permit Fee: $ � Plans Submitted: YES NO Plans Reviewed: YES NO Business License# L Applicant License 4 Business Information: Property Owner/Job cation Information: /J Name: f� i/L�� - Name: 7 W. Street: Street: City/Town: lb City/Town: Telephone: - o_Z t��7 Telephone: Photo I.D.required/Copy of Photo I.D. attached: YES NO staff ieftl J-1/M-1-unrestricted license d-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10;000 sq. 1 2-stories or less Residential: 1-2 family 1/ Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ Other Square.Footage: under 10,000 sq..ft. over 10,000 sq. L Number of Stories: Sheet metal work to be eompleted: New Work:_Z Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney 1 Vents Air Balancing Provide detailed description of work to be done: I )c�' i c i0 u e '1 INSURANCE COVERAGE* I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes E�o M If you have checked�,indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond 13 OWNER'S INSURANCE WAIVER:I am aware that the licensee doll not have the insurangAzoverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit applicatigaimi216'this requirement. Check One Only Owner F1 Agent El Signature of Owne�ref s Agent By checking this bozo,I hereby certify that all of the details and Information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and Installations performed under the permit issued for this application Will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO PrnogMs lipsRections Date Comments Final InalRectio Date Comments Type.of License: 3y D Master ride 0 Master-Restricted :;ityfTown Clioumeyperson Siure of Licensee Z—atn :?eand# [:]Journeyperson-Restlicted License Number: :ee$ Check at www-mass-ggyLdW nspector Signature of Permit Approval ............... I AcoRo® CERTIFICATE OF LIABILITY INSURANCE 5/22/2014) 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 Debi James NAME: Leonard Insurance Agency, Inc PHONE (508)428-6921 aC Na:(508)420-5406 683 Main Street -MAIL ADDRESS: g y- debi@leonarda enc com Suite B INSURERS AFFORDING COVERAGE NAIC# Osterville MA 02655 INSURERA:Travelers Indemnity of America 25666 INSURED INSURER B.Travelers Cas & Surety of IL �19046 Bourque Heating & Cooling Inc. INSURER C Travelers Indemnity Co. 25658 B&L Equipment LLC INSURERD: PO BOX 770 INSURERE: Marstons Mills MA 02648 INSURERF: ? COVERAGES CERTIFICATE NUMBERMaster 2015 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 POLI CIES.LIMITS SHOWN MAY HAVE BEEN REDU CED BY PAID CLAIMS. ADDLSUBR MDYFF M%DY EXP EOFINSURANCE /DLTR TYp POLICY NUMBER M POLICY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X 500,000 COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ A CLAIMS-MADE ❑X OCCUR 6808B790617 5/17/2014 5/17/2015 M ED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO LOC $ COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY Eaaccidarr 1,000,000 ANY AUTO BODILY INJURY(Per person) $ B ALLOWNED X SCHEDULED -8B791085-14-SEL 5/17/2014 /17/2015 BODILY INJURY(Per accident) $ AUTX HIREDS AUTOS AUTOS X NON-OWNED PROPERTY cid DAMAGE $ JAUTOS Medical payments $ X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 3,000,000 C EXCESS LIAB HCLAIMS-MADE AGGREGATE $ 3,000,000 DED I I RETENTION$ UP-8B791269-14-42 5/17/2014 5/17/2015 $ WORKERS COMPENSATION WC STATU- I OTH- AND EMPLOYERS'LIABILITY YIN 5/17/2014 5/17/2015 6S59UB-5B39530-A-14 ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 D OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Bourque Heating & Cooling Co. Inc. ACCORDANCE WITH THE POLICY PROVISIONS. B&L Equipment LLC PO BOX 770 AUTHORIZED REPRESENTATIVE Marstons Mills, MA 02648 Tina Boulos/LEOTBI c , ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(grmnn,)m Thn At npn nnmo=nrl Inn^nro ronietorerl mnr4e of Ar npn r T'he Commonwealth of Massuchttselft Deparfteq t of lndustr id Accidents ®,dace of investigations 600 Washington Street Boston,MA 02111 wwa�.rnarss govIdia Workers'Compensation Imurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leebly Dame(Business/organizationan&vid 4:, -Address: City/State/Zip: Phonet o, —� 9 U -UU Are you an employer?theck the appropriate box: -Type of project(required): 1.�am a employer with 10 4• Q I am a general contractor and 1 6. ❑New construction . employees(fun and/or part-time).*. have hired the sub-cofactors 2-❑ 1 am a sole pioprietor orpart3a- listed on the-attached sheet 7. Q'Remodeling ship and have no employees These sub-contactors have 8. Q De nolftion working for me iii any capacity. employees and have workers' 9 Q Binding addition [No WDIkeIS'comp.insuran= Comp.inevrrance# Q We are a corporation and its 10.❑Electrical repairs or additions required.] 5. '3.❑ 1 am a.homeowner doing all work of have exercised their _LQ Plumbing repairs or additions aiysels:[lv o workers'comp. right of exsraption per MCiL 12. -1 Roof repairs insurance regaired.J t c.152,§1(4),and we have no . employees.[No workers' 13.Q Other comp.insurance required.] *Any.appfi ant awt checks box#1 most also fcli out the section below showing for workers'�mpensation policy mformation. t riotneownars who submit this affidavit indicating tbey are doing all work and then has outside contractors must submit a new affidavit indicatiag such, tCo==tors that check this boxmust all=bed an additiraral sheer sbowmg the came of the subcontractors and state whether or not those=tales have employees. If the sub-camtracinra bave employees,@try must provide their workers'comp:policy nrmbar_ I am an employer treat is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: lav'16kis Policy#or Self--ins.Lie.A' 6 90 84 7 G v 6 '7 Bxpi ation Date. Jab Site Address: � 6zQ 5 /'t O 1p` S- Cit3atatemp: Qr./7/7 Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to S 1,500.00 andhr<one-year imprisonment,as well as civil penalties in the form of a STOP WORE.ORDER and a faie of up to$.250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investl�atians of the DIA for insurance coverage verification. I do hereby,,c/eerrtify under the pains penalties of perjury that the information provided above is.true and correct Signature: `/ \ Date: Phone 0: Of tcud use only. Do not write in this area,to be completed by city or town offcesaL City or Town: PermitUcense# ,Issuing Authority(circle one): 1.Board of Health z.Building(Department.3.Caty/Town Clerk 4.Electrical,Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: May 21 20 01 : 52p Scbtt Hestmark 508-660-9057 p. 1 o� Town of Barnstable . Regulatory Services • g ry r • WAAQ Thomas F.Geiler,Director tb�y ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 0260, www.town.bsrnstable.ma.os Office: 508-862-4038 pax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder K ,as Owner of the subject property hereby autbouze `�Ow2AT�Ac pfCL oL (/ to act on my behalf, in all matters relative to work authorized by this building permit. .M v� 0Z(90 (Address of j b) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSJONPOOIS r 8 1 508-790-2887 (TEL) 508-771-9696 (FAX) Wednesday, June 04, 2014 I Robert Bourque give permission to Joshua Joel to apply for a sheet metal on behalf of Bourque Heating & Cooling Co. Inc. The permit is for the following location. Scott Hestmark 63 Gosnold'St. Hyannis, MA 02601 Thank You Robert Bourque Office: Mailing: 1199 Pitchers Way PO Box 770 Hyannis, MA 02601 Marstons Mills, MA 02648 r COMMONWEALTH OP MA SACHUSETT"S SHEET METAL WORKERS AS A MASTER-UNRESTRICTED ISSUES THE ABOVE LICENSE TO t J;OSHU'A A JOEL 32 BLUE:BERRY HILL RD . 1YANN:IS'.: MA..026 1--2303 7723 07/28/14 23413G ORP 3„ LIEENSE K'— �r�8�;�„x`�,9�Et� dtl,gUFSiQER� k asac ��' 7 :9 � Arr y8 e�32`BLUEBERT2'l HICI.Rp HYliNMi5 MA OZfi01 'S U609-21•2m0l2Rev 07?S2W9 II r -T I-ASSACFifUSElTTS � - — - 4d MOP— 0511=2013 �oNe 55658032; a oca �t A4 05-22018 45- 5- 9f1 _ ru�,,�y�E ..,y.,� M'A`�Awxa3f'-7RCii1 15 9Ek NE; 1�NN6f FJ"� z ROBERT 814 CROOKED CAR7WAY °s 2s1e'6o_ MAR.STONS MILLS,MA 02",i008 5 DD 05.13.2013 Rev 07-.15d009 <vn COMMONWEALTH'OF jMWACHUSETTS; BOAR©t!IF SHEET METAL WORKERS ISSUES THE FOLLOWING L'tCENSE AS k kSTER UNR:ESTRjL;CTED , a 30SERT G 60URQUE ' r D 14` CROOKED LA'RTWAY •; " " '� D MARSTON$ MILLS Mk'.02648-1008` 64 02$ 1b 408664 r Liberty r mu . NOTICE OF CANCELLATION AND/OR.TERMI NATION CERTIFIED MAIL-RETURN RECEIPT REQUESTED September 11,2007 TOWN OF BARNSTABLE, MA 2000 MAIN ST HYANNIS, MA 02601 Bond Number: 674009870 Principal: HOMECRAFT MODULAR BUILDERS Present Penal Sum: 400.00 USD Bond Description: L&P BOND- BUILDERS PERMIT Original Effective Date: April 04,2006 Cancel Date: October 13,2007 We hereby cancel the above referenced bond in accordance with the cancellation/termination provisions contained in the bond. If,for any reason,the effective date of this Notice does not fully comply with the cancellation/termination provisions contained in the bond,then this Notice shall be deemed amended to contain the earliest effective date which is in compliance with the provisions of the bond. REASON: Bond No Longer Needed LibertjMal Insurance ompa By : Attorney-in-Fact REPLY TO: Kansas City 6800 College Blvd.,Suite 701 Overland Park, KS 66211 913-897=1259 Fax:913-897-1755 7 Obligee 4 ❑ Principal za ❑ Producer C. ❑ Home Office ❑ Underwriting Office LMIC-3200 Commonwealth of Massachusetts _ - Board of Building Regulations and Standards . , ,_; i `"01, 'xn LE Manufactured Buildings Program ; 9 THIRD PARTY INSPECTION AGENCY CERTIFICATION �ti F BULK LABELS This Section to be completed by Third Party Inspection Agency-Pease print or type.-UNITS MAY NOT BE SHIPPED UNTIL-THIS_.CERTIFICATION IS COMPLETED and COMPONENTS ARE LABELED SECTION 1 -.MANUFACTURER INFORMATION (s\Mfg\mfgtliirdpartycert bulUabels2005-July,2005) Manufacturer Name i ✓v� FS e-T4C MC# Address vn Telephone G1.cv>--3L.�-s l J� _ Fax 91c>-54&r 3-1 E Mail Address SECTION 2-BUILDING INFORMATION BBRS\DPS I.D. # 1� Street Name &Number 1_�—an City rH 5 z-_,_ State t4A. Zip aZ(,5101 _ Use Group k-4�_- In signing this form below,I hereby certify that the units identified on this.form have been inspected and are constructed in accordance with the following codes,as applicable. Massachusetts State Building Code(780 Nxf Massachusetts State Electrical CMR) Code(527 CMR 12) Massachusetts State Plumbing and Fuel Massachusetts Architectural Access Gas Code (248 CMR) X Board Regulations (521 CMR) Mfg.Plant Inspector's Name (Print Name) Third Party Inspector (Print Name) C) L S TPIA#: Mfg Plant Inspector's Signature Third Party Inspector's Signature Date: (' (�.-C+�A �i ��- Date: CG,2_- S TION 3 - BUILDER/DEALER/CERTIFIED INSTALLER INFORMATION Builder/Dealer:. Address: 3i-A , Licensed Construction Supervisor: �� ri r'1 License Number: G_s ` lo-® Certified Installer:Vgv-i n Wh7+ 1 /10 L5 - Exp. Date: 4ItIt®e, SECTION 4 -LABEL INFORMATION(Indicate number of boxes_and-number of labels_r-equir_ed) —.__ Number of Units Label.Nunibers Issued: Manufacturer's Serial Number: --i 9 dAC.D J. Manufacturer's Model Designation: The original form shall be mailed to the BBRS/Department of Public Safety 167 Lyman Street/P.O:Box 1063 Westborough,MA 01581 kimberly.spencer@state.ma.us The Commonwealth of Massachusetts Department of industrial Accidents A Office.of Investigations A a 600 Washington Street y Boston,MA 02111 ' M 5�•' www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organization/Individual): LLO ?>—,,Q o �pQ Address: ` C �� City/State/Zip: ./�o 14.O2ya rPhone Are you an employer? Check the-appropriate box:-.. Type of project(required): 1.❑ I am a with 4. ❑ I am a general contractor and I employer 6. New construction employees(full'and/or part-time).* have hired the sub-contractors 2.X I am a sole proprietor or partner- listed on the attached sheet 1 I• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. - 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions required.] . . 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4), and we have no 12.❑ Roof repairs insurance required.]t employees. [No workers' comp.insurance required.] 13.❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such tcontractors that check this box must attached an additional sheet showing the name of the subcontractors and their workers'comp:policy inforrnaation. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. - Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration.Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500..00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of . Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature. Date: 3 7 o6' Phone#: Official use only. Do not write in this area,to be completed by city,or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: CI Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. ' pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." association,Wrporation or other legal entity,or any two or more An employer is defined as- an individual,partnership,: of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,of the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However.. e owner of a dwelling house having not more than three apartments and who resides therein, or.the occupant of the . dwelling house of another who employs persons to do maintenance, construction or repair woik-on such dwelling house urtenant thereto shall not because of such employment be deemed to be an employer." or on the grounds or building app MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es) and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners; are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage.. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain.a workers' compensation policy,please call the Department at the number listed below.. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant; Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant nse applications in any given year,need only submit one affidavit indicating current that must submit multiple permit/lice policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for.future permits orlicenses..Anew affidavit must be filled out.each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit you in advance for your cooperation and should you have any questions, The Office of Investigations would like to thank please do not hesitate to give us a call. The Department's address,telephone and.fax number: The Commonwealth of Massachusetts . . Department of Industrial.Accidents s ..Office of,investigations .600-Washingion Street. . Boston,MA 02.111. Tel.#617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-7274749 Revised 5-26-05 www.mass.gov/dia � ✓fie i�arninxo7uuea.� ��1 � BOARD OF BUILDING REGULATIONS; �. License: CONSTRUCTION SUPERVISOR: Number-�CSx 082705 .Birthrdate 04/19/1s954 µ I Expires r04119/2008' Tr.no 2187.2 Restncted 00 RALPH A DANTONIO f 348'FOREST AVE COHASSET, MA 02025" Commissioner I I; TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION q, D Map 2 V Par, el O Application.# o?QeX/l 1 Health Division Conservation Division L� Ca �" Permit# Tax Collector __Y1/A9/0 G Date Issued Treasurer �': Application Fee • ne T Planning Dept. f" � �c�i �� Permit-Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis R040 © to' Paa-th r r 2c y/ Project Street Address D S tv DC,.D C 7A- Village JW-Y ti Pi I S Owner Address 'Piz- fsU+kC,p��0§4 Telephone 570!s' 6 D - Zo(-7 Permit Request -To Au C.-C Pew 1 c9 t TLA Z G AO— &CT14G 4 E 7 C l Square feet: 1st floor:existing 0 proposed I S_75 S 2nd floor:existing 0 proposed 13S5' Total new 3230 Zoning District 9— Es Flood Plain Groundwater Overlay Project Valuation �,�o Construction Type M y DUL KR, Lot Size 7 F 7 Z Grandfathered: N(Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 8( Two Family ❑ Multi-Family(#units) Age of Existing Structure )i & Historic House: ❑Yes *(No On Old King's Highway: ❑Yes R(No Basement Type: V(Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) l(o Number of Baths: Full:existing new_3 Half:existing o new f Number of Bedrooms: existing O new Total Room Count(not including baths):existing O new First Floor Room Count 5 Heat Type and Fuel: dGas ❑Oil ❑Electric ❑Other Central Air: ❑Yes N(No Fireplaces: Existing New�_ Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing 0 new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing new size S55 g ! t� Shed:❑existing ❑new size Other: I �; Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ r Commercial ❑Yes ❑No If yes, site plan review# C:�,I -P Current Use Proposed Use ram', BUILDER INFORMATION IRO� �/y;J t Name ADfYti 'MMD-A;a 2 &4#t3 Telephone Number Address .3`E c� t G License# GS - ©8 7,20 5' DZ OZS-- Home Improvement Contractor# Worker's Compensation# !� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO flV M Pf 7 w Df s Pb 6 eF C) ® � �`� W -M a uti(, CooscP-64 SIGNATURE DATE y�L�oG FOR OFFICIAL USE ONLY =TERMIT NO. r DATE ISSUED 1 MAP/PARCEL^NO.,. ADDRESS VILLAGE OWNER DATE OF INSPECTIONtt: ' FOUNDATION FRAME INSULATION © I C b ` B 1 tz- A` FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL t. FINAL BUILDING Q/(:I- c DATE CLOSED OUT ASSOCIATION PLAN NO. f P i n0 CMR Appeedie I Tabk J3 b(Continued) ih Fast Fads prescriptive Packages for One and Two-Fatuity Rnidentlai Baildlup Bated w1 1i@I1MUM HeadwCoaling MAXNUM- Glsaag Glazing Ceiling Wall Floor BasesnCat peter Equipmmt Fsttideae j wall Ara(/55) U.val at R value R-r+slue� R values A values R vaittev Package 3101 to dd00 Ae:tiag Degree Days' 6 Normal 12% 0.40 38 13 19 +—,Loo— .......... Normal Q _19 19 6 R 12Y. 0.52 30 g 12% 0.50 38 13 19 10 N� 13 25 NIA NIA - —T--.: ---Is•%°.--•-0.16_._.--- 38. ----- 0.46 19 19 10 U.... .. . ..15'/e 38 13 25 NIA NIA 83.AFtJ6 :. .<IS% 0.44 38 6 8s AFUE yy . .. 15% 0.52 30 l9 19 10 NIA Normal. R 18% 032 38 13. 25 NIA Normal 19: 25 NIA NIA �( 18% 0.42 38 6 90 AFUE Z 18°h 0.42 38 13 19 t0 90 AFUE AA IS% 0.50 30 19 19 10 6 1,-ADDRESS OF PROPERTY; C 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS:. - 3, SQUARE FOOTAGE OF ALL GLAZING: o #3 DIVIDED BY#2): 4, /o GLAZING AREA 5, SELECT PACKAGE(Q--AA-see chart above): NOTE' OTHER MORE INVOLVED METHODS OF DETERMINWG ENERGY REQUIREMENTS ARE AVAILABLE, ASK US FOR THIS INFORMATION. BUILDING INSPECTORAPPROVAL: YES: N0: g4brms-580303 a 780 CMR.Appendix J Footnotes to Table A2.1b: lass doors, skylights, and d Glazing area is the ratio of the area of the glazing assemblies (including sliding-g basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 if f decorative glass may be excluded from a building design with 300 if of glazing area. 3 After January 1, 1999,glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3.a. U-values are for whole units: center-of-glass U-values cannot be used. The ceiling,R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may .be substituted for R 38 _.. _... _... M insulation'and�R43'8 insu�atian`riiay be stib�t�ituted�for-R=49insulation: Ceiling Rvalues=represent-thb-sum•�olt.cavtty—• . insulation plus insulating sheathing (if.used).For ventilated ceilings, insulating sheathing must..be..placedbetween . the conditioned space and the ventilated portion of the roofuse Do not include 4 Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing(' d)• exterior siding, structural sheathing,and interior drywall.For example,an R-19.requirement could be met EITHER ex R-19 cavity insulation OR R 13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to by wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass ,doors.of conditioned. basements must be included with the other glazing. Basement doors must.meet.the door.U.-value requirement described in Note b. °The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. If the building utilizes el#faic resistance heating use compliance approach 3;4, or 5.• If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment,the equipment with the lowest .efficiency must meet or exceed the efficiency required by the selected package. For Heating Degree Day requirements of the closest city or town see.Table J513a NOTES: a) Glazing areas and•U-values are maximum acceptable levels.Insulation R-values are minimum acceptable•levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table 11.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R•value requirement for that component.Glazing or door components comply if the area-weighted average U- yalue of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 0 09-27-2005 8 11846a� I, George H. Dixon of 210 S. Huntington Avenue, Jamaica Plain, Suffolk 3 County, Massachusetts, being the husband of Lulu B. Dixon now deceased as sole owner of two parcels of land in Barnstable (Hyannis) for consideration paid in the sum of Two Hundred and Eleven Thousand ($211,000.00) dollars grants to Debora Hestmark with quitclaim covenants the land in Barnstable (Hyannis), Barnstable County, Massachusetts and bounded and described as follows: Two parcels of land situate in Barnstable (Hyannis), Barnstable County, Massachusetts, bounded and described as follows: Parcel 1. NORTHERLY by Gosnold Street, formerly Front Street 47.45 feet; NUSETTS STATE EXCISE TAX NSTME COUNTY REGISTRY OF DEEDS EASTERLY by Lot 113, 102.00 feet; kcal 708127-2M a 11-46 n67 29 SOUTHERLY by Lot 122, 45 feet; and Fae' $721.62 Const 6211000:00 c WESTERLY by Lot 11.5, 87 feet. eARNSTAILE COUNTY EXCISE TAX BARNSTABDate-. 09L27C2005Ya1REGISTRY 11i46o DE DEEDS e Contains 4254 feet of land as per plan. ctIt: 791 Doc&: 67329 Fee: $481.08 Cons: $211,000.011 N Parcel 2. On the North by said Gosnold Street there.measuring 47.45 feet, on the West by Lot 116 on a plan herein after described, 71.94 feet, on the South by Lot 121 on said plan there measuring 45 feet and on the East by Lot H 4 on said plan there measuring 87 feet. Said Tracts of land are Lots numbered,114 and 115 on a plan entitled "Map l of Villa Sites, South Hyannis Shore Company at Hyannis, Mass., July 1, 1896 and recorded in•the Registry of Deed for the County of Barnstable. Witness my band and seal this 23rd day of September 2005. G ORG H. 1XO The Commonwealth of Massachusetts L SUFFOLK, ss. September 23, 20 (1�,nNuu,,,, Then personally appeared the above named George H. Di '•°zY acknowledged the foregoing instrument to be his free act and de e : • . o 4 j; tary Public M commission expii �a� BARNSTABLE REGISTRY OF DEEDS 3'-1-� 5 _B C 1• II• �Z b9 may/ F�'1+! iD� 9• �•\j\�r: ys •6 it .s ,. '=Y�, M• pff a\ ^'P ny vl 4'r0° .J 3�t,r gl•,$ �8 ' m`�'" 'D• � N C 645��/(• .�q ID°! •• JJ Jr� � ti lI 4 y t' e ) O ev.g°'� � 'Do jT`,. i��Da.J^'�I o � Q�(�{,•.� '•y+ salO^ �•`A. Q.� J r _ a eee• er91 � i ' _ z •H srss �p i S A Ifo! '/wr rf D9�� • SS"3X\4 !P b"18 }-6 r o _ � fiZ. r.rt a:..eoo••� f OFFERED FOR SALE H r4fi. ayth, C os9•e:� :oos• ve9a; i i South 11rannis 51-rg Cump6Af ,�'Da�' Y`" vro �`O oev •nvh i' ��y�,L��'f1q b, (� !!� Kl1r1 Y L oD4• yt1� �YrY^�h��YI�\S\ ��y• i 4 e°Do S` �1. . 1 ` D'(91-� �l 1 0091 S rt!•i I 3� . } ' S+a ve r.•. i .�' i b w k II �. RESIDENTIAL BUILDING PERMIT FEES APPLICATION.=FEE ` New Buildings $100.00 /p O Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.0.0 FEE VALUE WORKSHEET NEW LIVING SPACE A 7_30 _square feet x$96/sq.foot= 2 10, p$Q* x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) . GARAGES(attached&detached) S square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq,foot= x.0041= STAND ALONE PERMITS Open Porch �_x$30.00= (number) Deck I_x$30.00= 3 (number) Fireplace/Chimney x$25.00= (number) ` Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projeost Rev:063004 AFFIDAVIT I, Leslie-Ann Morse, with a business address of 456 Bearse's Way, Hyannis, Massachusetts being an adult of legal age do hereby state and aver: 1. 1 am an attorney licensed to practice law in the Commonwealth of Massachusetts. 2. I am giving this affidavit to show the buildibility of a parcel of real property located at 63 Gosnold Street, Hyannis, Massachusetts. The property is also shown as Assessors Map 324, Parcel 95 and as Lots 114 and 1145 on a plan recorded in Barnstable in Plan Book 8, Page 119. A copy of which is attached. 3. Debora Hestmark currently owns the property at 63 Gosnold Street. She acquired the property from George H. Dixon by deed dated September 23, 2005 and recorded in Barnstable Book 20300, Page 41. 4. George H. Dixon along with now deceased wife, LuLu B. Dixon acquired the property from Norman Harris by deed dated August 6, 1962 and recorded in Barnstable Book 1621, Page 260. 5. Norman Hams and his late wife acquired the property from Marshall M. Dranetz, Commissioner appointed by the Barnstable Probate Court.pursuant to a Petition to Partition brought by Ethel M. Anagnostu formerly Ethel M. Seretely. Mr. Dranetz's deed is dated May 16, 1952 and recorded in Barnstable book 815, Page 464. 6. Ethel M. Anagnostu acquired her interest as the widow of Mitchell Seretely. 7. Mitchell Seretely acquired Lot 115 from Lizzie C. Cross by deed dated October 27, 1924 and recorded in Barnstable Book 411, Page 314. 8. Mitchell Seretely acquired Lot 114 from William N. Folsom by deed dated July 24, 1923 and recorded in Barnstable Book 399, Page 584. 9. The property at 63 Gosnold Street has four abutting parcels Map 324;Parcels 94, 95, 99 and 100. 10. Map 324, Parcel 94 is shown Lot 113 on a plan recorded in Barnstable Plan Book 9, Page 119. 11. Parcel 94 is currently owned by Stephen L. Smith and Roberta F. Smith who acquired the property from Julia M. Smith by deed dated August 2, 1976 and recorded in Barnstable Book 2382, Page 110. 12. Julia M. Smith acquired the property from Jonah H. Smith by deed dated June 13, 1961 and recorded in Barnstable Book 1117, Page 455. 13. Jonah H. Smith acquired the property from Edwin S. Mycock as Administrator of the Estate of Gertrude Flora Moss by deed dated November 13, 1952 and recorded in Barnstable Book 827, Page 412. 14. Gertrude Flora Moss acquired the property from Richard F. Terry by deed dated June 11, 1947 and recorded in Barnstable Book 674, Page 548. 15. Map 324, Parcel 96 is currently owned by David T. Bennett and Linda A. Bennett and is shown as Lot 1 on a plan recorded in Barnstable Plan book 71, Page 39. 16. David T. Bennett and Linda n A. Bennett acquired the property from Eleanor K. Donohoe, Executrix of the Estate of Claire M. Fryatt by deed dated September 16, 1981 and recorded in Barnstable Book 3361, Page 48. 17. Claire M. Fryatt along with Frank D. Fryatt acquired the property from David M. Hanff and Bessie D. Hanff by deed dated October 8, 1956 and recorded in Barnstable Book 955, Page 375. 18. David M. Hanff and Bessie D. Hanff acquired the property from Frederic J. Kelly and Margaret H. Kelly by deed dated June 9, 1952 and recorded in Barnstable Book 813, Page 341. 19. Frederic J. Kelly and Margaret H. Kelly acquired the property from Neil G. Nickerson by deed dated March 21, 1950 and recorded in Barnstable Book 745, Page 213. 20. Neil G. Nickerson acquired the property from Gertrude Hubbard by deed dated February 12, 1946 and recorded in Barnstable Book 641, Page 293. 21. Map 324, Parcel 99 is currently owned by Beverly B. Reiss and shown as part of Lot 120 and Lot 121 on a plan recorded in Barnstable Plan book 9, Page 103. 22. Beverly B. Reiss acquired title from Lomas Mortgage USA Inc. by deed dated April 26, 1995 and recorded in Barnstable Book 9655, Page 96. 23. Lomas Mortgage USA, inc. acquired the property by Foreclosure deed from the holder of a mortgage given by Gerald C. Martin, JR. Said deed is dated July 26, 1994 and recorded in Barnstable Book 9375, Page 209. 24. Gerald C. Martin, JR acquired the property from Edward M. Blass and Gerald C. Martin, JR by deed dated May 15, 1989 and recorded in Barnstable Book 6748, Page 64. 25. Gerald C. Martin and Edward M. Blass acquired the property by deed of Kenneth Lewis Administrator of the Estate of Agnes Viola Lewis by deed dated December 27, 1988 and recorded in Barnstable Book 6577, Page 100. 26. Agnes Viola Lewis acquired the property from Bertha E. Simms by deed dated November 19, 1973 and recorded in Barnstable Book 1971, Page 72, 27. Bertha E. Simms acquired the property from Elizabeth F. Hallett, Trustee of the Hallett Real Estate Trust by deed dated November 12, 1955 and recorded in Barnstable Book 890, Page 507. 28. Elizabeth F. Hallett,Trustee acquired the property from Henry F. Smith by deed dated May 12, 1954 and recorded in Barnstable Book 874, Page 275 29. Henry F. Smith acquired the property from Elizabeth F. Hallett by deed dated May 12, 1954 and recorded in Barnstable Book 874, Page 274. 30. Elizabeth F. Hallett acquired the property from Elsie Sears by deed dated April 21, 1952 and recorded in Barnstable Book 813, Page 465. 31. Elsie Sears acquired the property from Bryant Bigelow by deed dated October 8, 1948.and recorded in Barnstable Book 708, Page 137. 32. Map 324, Parcel 100 is currently owned by William Hudspeth and Florence E. Hudspeth and is shown as Lots 122 and 123 on a plan recorded in Barnstable Plan Book 9 Page 103. 33. William Hudspeth and Florence E. Hudspeth acquired the property from Marion Jones Powell by deed dated November 5, 1982 and recorded in Barnstable book 3599, Page 273. 34. Marion Jones Powell acquired the property from Roy D. Brown and L. Irene Brown by deed dated January 1, 1957 and recorded in Barnstable Book 964, Page 514. 35. Roy D. Brown and L. Irene Brown acquired the property from Joseph W. Hallett and Elizabeth Francis Hallett by deed dated June 24, 1952 and recorded in Barnstable Book 814, Page 565. 36. Elizabeth Francis Hallett acquired the property from Bryant Bigelow by deed dated September 21, 1948 and recorded in Barnstable Book 703, Page 325. 37. The above stated title examination shows that the property at 63 Gosnold Street, Hyannis, Massachusetts has been held in separate ownership for a period exceed 50m years and is entitled to the "Separate Lot Exemption" under the Zoning Ordinances. Signed under the pains and penalties of perjury this loth day of April, 2006 Leslie-Ann Morse LICENSE AND PERMIT BOND Bond No. 674009870 Effective Date: April 4,2006 KNOW ALL MEN BY THESE PRESENTS: THAT, WE HomeCraft Modular Builders as Principal, and Liberty Mutual Insurance Company a Massachusetts Corporation, with principal office at 175 Berkeley Street. Boston, MA 02117, as Surety, are held and firmly bound unto Town of Barnstable,Massachusefts,200 Main Street,Hyannis,MA 02601, in the SUM of Four Hundred and No1100 Dollars ($400.00), for the payment of which sum, well and truly to be made, we bind ourselves, our personal representatives, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, the Principal has applied to the Obligee for a license from Town of Barnstable,Massachusetts to do business as Builders Permit NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the Principal shall, during the period on the aforesaid date, faithfully observe and honestly comply with such Ordinances, Rules and Regulations, and any Amendments thereto, as require the execution of this bond, then the above obligation shall be void, otherwise to be and remain in full force and effect, however, to the following condition: This bond may be cancelled and the Surety relieved of all further liability hereunder by the Surety's giving thirty (30) days written notice thereof to the Principal and Obligee. SIGNED, SEALED AND DATED this 4th day of April, 2006 . HomeCraft Modular Builders Principal By: o Liberty Mutual Insurance Company `F��.t , Surety By: La�u'ra E.Coon, Attorney-in-Fact , , -''- "-..- _- ----"---- ` -. 6,,,i�.: __-�--- ...i i.i -, , 9 ---. , i--:6: - -�- -6 y�29TlALID:UNLMS T-1�-��! TTP. 'R�_BACKGROUND THIS POWER OF _This Power of:Attorney lziis-i �-aci i those I�7e!r�"!r�j�e�have P"authority,� ! ��e"c�T Company- xc t A,.ma � ' i-i, 6� nt: ere�!r!e� ,: r o��j�E�TY,MUTUAL INSURANCE. .,6 , ��4� - — � -PP$T9M;MA�_ TTt -- - — -�9 ��9�, p�� _- KNOW �LL--kk6hi-�Y_TH PRESENTS hg�7L �:Mutual,Insurance (the "Company)7 -.Massachusetts tq^k_insurance: .. -1 company;pursuant to and authority of the by7!A ,Ahd-A6th6 Authorization r� t r ,0 e , �byior� - on�t!�y�o"4�d,��poot - � -M IOCKTON,J i6'?A�66 ;-kfilCK TR!PYLi'*i 1 �A D.ty�NS,09P�A i �PA�Pq�qPdH;_N4AY'T-F ANI AW dkkl§fYji; 664h�, CLAu0Jk,MANb oiKPI-'# ALEXANb R,"6LIFF640'6- ' 0I KATHY M LOFW `- ATRIdK T K66dHA k —_I l- -_------"".--_ .-,IbR6N4L6" "I6� k"& . 4 VAN-"#�qENj'�AURX E:COON7 X6�6F,T CITY Of NS 6 CITY,-STATE PF-V 99664 each J iv aily ii-thereib0 more than,o e named-ifiii6ardiIA0�i,atorney,0-igct-tP makew execute !v , , - --- , ..- - - , I. , ,I -- ��,'�-....................., '"- i .� -"- _7�-. . .,, ,",_,�,_ a�-�_ -"�-,- - ,,---_.-l-.:---,_-i�'6_:---�,--�:-�i_,".-i-d -.-:�----:-,-g��--..,.,.",lr-.��,-_----,d.-.,:,, --7----.�_6 -n,7---,-i"-t-_-_-- s behV ,spreN.-6nd As:its ac d 6il' . ationsAd1he_P i sum-npt-exceeding �,_�- --�- --- ,-,-'�_- - ,--,"," , - -_ �MP(- -.,. _ FIFTyMILLION AND-0010 .._ I **** Y�qc) AP!the �n o 'suph undertakings;;iqds,:bonds-, *;* shall_b0_ binding-upon-the cqmp�q�0�Jf they had duly igped" "7propo(P persons TN!t`this Po er!s-TAde ��`e�e�executed : fallowing i C , 7 �",��9' Y!� '�� ! = - - �FTICLE"Xill_�-Ex66�tiUndertakings- Contracts � - 7 Aoy-officer-6fJ0 -Company�gyth n 0 fo( qat000q �- riti�g-Pyjbe-chairman �ihe,pfe�ldent-A00-sqbjeci.to-such - chojr�(��o�J h president"y_pre_ ibe spa!l appoint attorneys oe* �cps�4y.`�0 g�'�Yohak i f66.6 p�nyi to::make�e qoP -s041,-0PqwlqP"-,and deliver as surety iany_and 70!1-u0qqtaklp s;-:b6nd rqq gqjgpncq§ and`other-'surety i�b obligations ,_8ych , attorneys rin-faqtsubject itp thq)i itati hs set f !th q-their-respective R9Wers-9f,gftq moy;s�411tgv�-have-full pvqr to-bind Jh -Company by their s!qoa;yrp-qod:expcy!ipi of,any s090n'stru orts'ao_,1q, t4po thdreto Uqe, e09f: ` CompanyWhen so-executedsuch-instruments shall be :- j bi�009- J f�!09�0_byithb,#0siqe f �- Otoq:��-t�e,§dcr6tay� - � � - -_ .� - - - - --- I, - I� 11 I�I , _ �. 7- , - -:i U*mt_ . 0.-By,1ho"!Pl!000k,instrument tpe*qh4iroph- r,the 0rpsjdbqq.0qs authorized the"officer,oi other named therein 19 -qto0oys-io-Iqct W- v - - - Pursuant"!q"Article-(Ill- Section5 -the,By-L P Qomet' -igiot-A!*00"**4ry`of-LJoefty_y*o,l"' (0 -� 0v-k,*Opyc ff 6th6��eojappoint-such"� Q�96�t7i�-�!�Ft" -T ype-in:necessary:to o-b�oalfOfitheipomp4ny�q'na�e`e��o9te;seglAc�hq�!Odoo- o TJ deI!yqr-as.0, a "4nq-a!1q6jek!0js;bopqp;jecpqnizances and-6thq(sOrety7001ibatio0s - ffi1_qi , u --�--_----,zandI�. _.-_ - �, _.� _.-,�_,- �, �*,-a_7i.�j,o _o-_-"t�1e*.-,_'�_-`.,,'i,',��I k- .-q*�. .t !.-__a,-.' "- .----'_,,6'�_ - ,i�I�-_-At 0� .-L,---7,--- 0�".� 4---:--- r:_6 tSe,p_� e ci-..�o�' p--� !e sforce,ti`i,',i'"-,'�,-h6 r� -,-e :. ph �.._-�,-a. r, �_-.�., �� , , f 6�i�_ li..f. f ..6. i'' d_.2 .6_ -.- n d": e`,_��, c-__---.:,_,� t -�1 :. ". " �....-.. . _ . - -..: , . ,---- _ ,,--- I -. -,-- --_ ---"_---. -: "- - ,--- - ...- I- —1. , ,- i `. _0 , -13� ' - , - ,1 u P _ �'A, I : authorized:WHEREOF this �pW f-qf�ftd y.qas7been subscribed PyAn , -66�6�:offidial,offtheiP Tpapyiand_theicorporgteis6AI of O jInsurance� - : "� . 0h_A�i�6d-thdi6i�in-Plypoyt�. - � * 4y�qf �AOrl -_D2.= ,� Q,M_.i ,-'-- - -Z -, , .,- �- I: --.�-- - I----, .. . .- , -, I I. � _U _ g,r" LIBERTY-MPTOLINSURANqE-CPMPANY 0,E .7 3P -I iE2l � � e �net-� �_Elliottlidt;As§is(ant, 0 §ta y i0_. �. 7 i __ — d_-.;, COMMONWEALTH Or-Oi�NSYL ik ss � - -t1)iu. COUNTY J�f Mt� 7- - - ;EI - C , , n this18t :day of ADrii 9605 before Tp- a,Nptky-PQPlc"personally cane-Garnet:W_Elliol tp'mp:kno�n; goo 49knp*lptlged e 0 that heip-an� s§!stan--8q qt y - IMutual- i1h foe:Company"togf"h@ 9�-theiseal-OUi jd-cOrodrlliob �"An that he_executed lh above � B I. ''i -owor,o!,Attorney,Apqia�i�ed he-corporate'seal- !_;k0rty.M0tq4!1p uTmce-Company�!��!gto:?ito��0�- pfhohty� 4�t-��g�i!pq��f"§�d,��PPT �!9? " E - g-i > IN,TESTIMONY-_WH #? �,�qbs��boj'T iname:and.�ff"��'""P�!�rol:-e�l"4�,Plymouth'Meeting iPennsylvania*o9 the,day,and-year \wO- ( -i �App � 1 , ic -% � Co NEATH 0FPENY%MW E ?-ff _ -R7 B, �— - i3 T M Q � 0 Z () - QV y ; " -� 9tay P -T P650-g-!9lia,N bi 0 VG ��IQ ino 7 _ "i i I CATE- - _ "I-Ihe.ur0p�-i - Assistanteo- qret? f 666�-W t6glii6syranqP"6PTPAQY,qp 00topy certifyj0qt'ffi,e.§egioAl 09WOT0,:atqro�y'qi-whi .oijo :foregoing ,- i�k fqli-f�ygo-C� obt-qpp��i�,io_!011:force-gi& e6-9 Jhd 04te�qf-toip:coti!jda�e;_AV 1�.doifUth&bertify that hq.offiq �o -qq�d, [_ 0 executedthe _ �qldipower of attorney is Assistant qqqtAy_specially by th�chqi!nan-qr:the_piosidOpt to appoint attorneys rn fact qs'0 id6d m_Article 1;1-Section��o4-Ioq,�y�14�O P!�J0ory 9t 41,0surAppeiC0mpany.- _ , - i__6 �i.:� G-Ir'...1 " E , .I _ � , -1 -- .. ---- jhi§icek'Qait�6hd the:�Q�gya-ppq6�of`AtqmeV,M y-be,signed facsimile 4'OV- .V!l! :�kQ'!-g!Iy_fpR�?qu�04-pign�tyr��,ypd�r-And by-authority. Aoll6v @ - q W_O�-Ah pbg�q. �,A�eP!qTp- -Liberty b� og!!08079 Company tip :q9ly-�1!60,400-�q!d��t�6-l�th dAVof M6ech`l98C , - -VOTED that the facsimile "�babip�!jy,fOp�reproduced oqat�rd-6fiAhy,Assistan�L�qqret" ofiihe-66mpa y �6i��4 op 0901 � _ certified copy'&,in power th6'company ip"66nn6�ti ,�Jth-.s epyPond qhA -6�:valid andNA i0gu on toe,96 pAP itht.�e-s�metqrde and effect manually .. 11 -,I"nz t p y AP 00 ,-- IN-T��TIkAQ NY WHE9E0F'I'have hereunto to:subs ribedaffixed y name and ft corporate seal if t � said company,; his day of - Wit: ,tA_ 1�; ,_ - —�"=,� I�, v By1�` DaVid:M]Carey,�S''�i Secretary . . i : . ,I: : �-- -- I 1 I °FTME� , Town of Barnstable Regulatory Services r r 9BMtNMASS, 'Thomas F.Geiler,Director �A 1639. �0 Pfo�a►'�° Building Division. Tom Perry, Building Commissioner 200 Main Street, Iiyannis,Na 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, x ew R.64 9 0ST ti o'(e t:: ,as Owner of the subject property hereby authorize ',OTC.eMk Q'A.wrO N y to act on my behalf, in all matters relative to work authorized by this building permit application for: 3 Cosh o L-n fir• 6k&Nt '� (Address of Job) nature of Owner Dat .—�/Z? Z10A4, I. 6�� Print Name Q TORM&O WNERPERMISSION Affidavit of Substantial Financial Interest of t( iND��nEGF PR• Gvkc , on oath depose and state as follows:. -020-�'� 1. 1 am an applicant for a building permit for the property located at Mapes, Parcel oy� . The address of the property is 4_A &osmal, ST YAK-, A •. 2. 1 have i o e:> % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is APt ,c. Jo. zoos , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address UE8aIG1►, k�e C H�►.v,�G It 1 e0C-6a 0604ce pOt • 4. Within the last twelve months, from today's date, which is y ld oc , I have had a 1% or greater legal or equitable interest in the following propertie which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted O building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted Q_building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 6 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of per'ury, this L day of ApA�.,�, 2006. 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT s a `Jrogressive (Engineering _�nc. Page 1 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis N 4F M�sf'[` APPROVED p� TIMOTHY A. yG By Z BALORINE '^ p MECHANICAL � No.0270 DESIGN SETTINGS � oe 7Ntl A'R 2 g 2008 ?s�onaL I^ , SITE INFORMATION I v C. KRISTEN D. CUMBERLAND Date Signed: pr 24,20 Design Code Wind Standard Seismic Standard IBC 2003 ASCE-7 98 ASCE-7 98 Wind Capacity Increase Load Combinations Building Code Capacity Reduction Shear C&C Panels Wind Seismic 1.40 1.60 1.00 Wind 1.00 1.00 Nail Withdrawal Modification Max Shearwall Offset[ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 1.60 T<=100F Dry Dry 4.00 - Maximum Height-to-width Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 - - - - 2.0 1.5 Shearwall Relative Rigidity:Designed capacity using flexible distribution Hold-down Forces:Based on applied shearline force Seismic Materials: - IBC Occupancy ASCE-7 Equivalent Category II - All others Category II - All others Wind Seismic ASCE-7 98 general analytic method for all bldgs - Design Wind Speed 110mph Use Group - Exposure Exposure C Design Category - Enclosure Enclosed Site Profile Class - Topographic Information [ft] Spectral Response Acceleration Shape Height Length S1: - Ss: - Fundamental Period E-W N-S Site Location: - T Used - - Approximate Ta - - Maximum T - - Response Factor R - - I , progressive (Engineering nc. Page 2 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: Sw Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis APPROVED BY 263.4-284.9 284.9-169.2 340.0-379.7 379.7-340.0 APR 2 6 2001 IN A 225ff'.9-2634 284. 284.5 I��• 3ff27222.7-225.9 169.2 6 4 16.5-1797Yi.4-68.4 KIZISTEN D. CUMBERLAND 32 7 0 o °' C&C30.0/37.0 v v (D M N � N M O D1 N n N ------------------------ D-2 cD N N N O o r c+> LO " o 0 0 0 N CO + Cl) U �p r; U C1 0 06 U rn U t Lo B-1 o f; 7 M N N N N A2 Al CO C&C30.0/37.0 r` 06 � o 538'tH1 46.4-126.7 108.5-42.9 126.7-136.2 166.8-146.4 210.E-222.6 222.6 220.7-108.5 136.2-199.2 ��`�N tfi Allsf'c TIMOTHY A- BA OR[ E o MECHMICAL No.-3270 ��sCOnAI Date Signed: pr 24,20 `progressive engineering Inc. Page 3 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Biltmore Model 06-021.9 Shearwall Analysis Simplex Industries, Inc. nJ^ N M D 1 N N 7733 �O, D-2 A 9468 C 1 00199 "'O `0 B-1 1� 5C 0 LO i00 1 1 Ccc)O 5297 2 �' -- . 1^ A-1 APPROVED BY `H 4f A1Is00orn �'� APR 2 6 2008 pr 71MOTFt/A. yG BALORiDGE p MECHANICAL ... No.4327 I INC. C. KRISTEN D. CUMBERLAND ,01VALEH Date Signed: p/24,20 `) regressive Engineering Inc. Page 4 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis Elevation View, Shearline 1, at X= 0 ft, Level 1. Rigid Diaphragm Wind Design. Units= Ibs, plf 7694 169.1 65 1201 48 952 C&C 1-1 Interior End Zon 242.3 242.3 242.3 3060 3060 Shearwall 4,Group 4 Ext Sheath:7/16"Str.Sheath.incI.OSB Nails:8d @ 6112"68 Ibs Shear:238.7 plf;C&C:48 psf W ithdr:Load 49.36 Ibs Cap 68.06 Ibs Int Sheath:1/2"Gypsum WBoard 1-ply Nails:5d @ 7/7" Shear:71.3 plf APPROVED BY Frame S-P-F @ 16"Blocked 7NrAAPR 2 6 2006 ANC. KRISTEN D. CUMBERLAND 4F AIAsX4, TIMOT' /A. 9G z SAI.ORiOGE LA c MECHANICAL � No.43270 '^ /OtIAI EN Date Signed: pr 24,20 progressive (Engineering ✓nc. Page 5 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fox:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis Elevation View, Shearline 2, at X=27.75 ft, Level 1. Flexible Diaphragm Wind Design. Units= Ibs, plf 10905 J262.8 262. 7292 C&C 2-1 2-2 Interior End Zon 793.1 7138 7138 Shearwall 2,Group 2 Ext Sheath:7/16"Str.Sheath.incL0SB Nails:8d @ 4/12"68 Ibs Shear:489.4 plf;C&C:48 psf Withdr:Load 49.36 Ibs Cap 68.06lbs Int Sheath:7/16"Str.Sheath.incl.OSB Nails:8d @ 4/12" N 4f Ali Shear:489.4 plfv� Frame S-P-F @ 16"Blocked TIMOTHY A. G : BALDRIDGE c MECHANICAL Na 43270 9fC/S T Date Signed: pr 24,20 APPROVED BY 'gorPNAPR 2 6 2006 INC. KRISTEN D. CUMBERLAND `progressive (Engineering -'�nc. Page 6 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis Elevation View, Shearline 3, at X= 47.75 ft, Level 1. Flexible Diaphragm Wind Design. Units= Ibs, plf 11110. APPROVED BY 5653 000or APR 2 6 2006 14 A INC. KRISTEN D. CUMBERLAND 3-1 0�' 711MOTt1r i BALORIOGE o MECHANICAL No.-0270 " C&C 9FCiS o T;.ad �4Q Interior 30.0 rO End Zone 37.0 NTI gklc Date Signed: pr 24,20 729.6 6566 46566 Shearwall 2,Group 2 Ext Sheath:7/16"Str.Sheath.incl.OSB Nails:8d @ 4/12"68 Ibs Shear:489.4 plf;C&C:48 psf W ithdr:Load 49.36 Ibs Cap 68.06 Ibs Int Sheath:7/16"Str.Sheath.inc1.0SB Nails:8d @ 4/12" Shear:489.4 plf Frame S-P-F @ 16"Blocked `progressive (Engineering 'nc. Page 7 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis Elevation View, Shearline 4, at X =61.5 ft, Level 1. Rigid Diaphragm Wind Design. Units= Ibs, plf 5581 119.4— 119.4- 806 81 J613 C&C 4-2 Interior 30.0 End Zone 37.0 199.3 199.3 2243 2243 Shearwall 4,Group 4 Wall 4-2 is NOT a Shear Wall Ext Sheath:7/16"Str.Sheath.incI.OSB Nails:8d @ 6/12"68 Ibs Shear:267.9 plf;C&C:48 psf Withdr:Load 49.36 Ibs Cap 68.06 Ibs Int Sheath:1/2"Gypsum WBoard 1-ply Nails:5d @ 7/7" Shear:80 plf Frame S-P-F @ 16"Blocked 4F AUsf�C TIMOTHY A. 6G BALORIOGE o MECHANICAL Na 43270 '^ FCIS T;P� s/OHAI Et14 APPROVED BY Date Signed: pr 24,20 APR 2 6 2006 INC. KRISTEN D. CUMBERLAND `�-regressive (Engineering Inc. Page 8 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis Elevation View, Shearline A, at Y= 0 To 3 ft, Level 1. Rigid Diaphragm Wind Design. Units= Ibs, plf _ . 4693 �76.3 + +76.3 + 878 46S 195 75 1197 C&C A-1 A-2 Interior 30.0 End Zone 37.0 375.5 375.5 375.5 3379 3379 4557 4557 Shearwall 1,Group 1 Shearwall 1,Group 1 Ext Sheath:7/16"Str.Sheath.incl.OSB Nails:8d @ 4/12"68 Ibs Shear:363 plf;C&C:48 psf Withdr:Load 49.36 Ibs Cap 68.06 Ibs Int Sheath:7/16"Str.Sheath.incl.OSB Nails:8d @ 6/12" of Af.4 Shear:248.3 plf r71M07HY pf�Cs Frame S-P-F @ 16"Blocked o X BALDRIDGE c MECHANICAL No.4.3170 �s 70NA1 ENG APPROVED BY APR 2 6 2006 Date Signed: pr 24,20 i k INC. KR►STEN D. CUMBERLAND /`progressive (Engineering Inc. Page 9 of 23 Job No.2006-0682 : SW Date: 4/24/06 58640 State Road 15-Goshen,IN 46528 By: Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis Elevation View, Shearline C, at Y=20.5 ft, Level 1. Flexible Diaphragm Wind Design. Units= Ibs, plf 153.9 5234 C-1 344.3 3099 3099 Shearwall 3,Group 3 Ext Sheath:1/2"Gypsum W Board 1-ply Nails:5d @ 7/7" Shear:100 plf Withdr:Load 0 Ibs Cap 0 Ibs Int Sheath:7/16"Str.Sheath.inc1.0SB Nails:8d @ 6/12" Of AT�sf Shear:334.9 plf �arT a orM/a pry Frame S-P-F @ 16"Blocked BALORIDGE r, MECMnNiCAI H 9, No.43270 'D9fC+/ST1 `'cQ �cs/ONAI APPROVED BY . APR 2 6 2006 Date Signed: pr 24,20rT"" t 1 . * INC. KRISTEN D. CUMBERLAND "Arogressive (Engineering _'�7nc. Page 10 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a=i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis Elevation View, Shearline D, at Y=41.5 To 45.5 ft, Level 1. Rigid Diaphragm Wind Design. Units= Ibs, plf 10364 J 168.5 168.5 2317 755 214 181 1395 318 1420 D-1 D-2 357.4 357.4 357.4 357.4 357.4 4013 4013 5468 5468 Shearwall D-1,Group 0 Shearwall D-2,Group 2 Ext Sheath:7/16"Str.Sheath.incl.OSB Ext Sheath:7/16"Str.Sheath.incI.OSB Nails:8d @ 6/12" Nails:Sd @ 4/12"68 Ibs W ithdr:Load 0 Ibs Cap 0 Ibs Shear:287.9 plf;C&C:48 psf Frame S-P-F @ 16"Blocked Withdr:Load 49.36 Ibs Cap 68.06 Ibs Int Sheath:7/16"Str.Sheath.incI.OSB Nails:8d @ 4/12" Shear:287.9 plf Frame S-P-F @ 16"Blocked 4F MISS, p'r TIMOTHY A- yG APPROVED BY 8 BALORIDGE c MECHANICAL too.4.3270 000 APR 2 6 2006IoNrA /ONAI EN INC. KRISTEN D. CUMBERLAND Date Signed: pP 24,20 `progressive (Engineering -(�nc. Page 11 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis Elevation View, Shearline D, at Y=45.5 ft, Level 1. Flexible Diaphragm Wind Design. D-1 Shearwall D-1,Group 0 Ext Sheath:7/16"Str.Sheath.incI.OSB Nails:8d @ 6/12" W ithdr:Load 0 Ibs Cap 0 Ibs Frame S-P-F @ 16"Blocked or TIMOTHY A. 9G � BALORIOGE c MECHANICAL No.43270 " APPROVED BY �9CC1STR�' �S/ONAI fNb APR 2 6 2006 INC. Date Signed: pr 24,20 ON KRISTEN D. CUMBERLAND `�-rogressive (Engineering �1`nc. Page 12 of 23 Job No.2006-0682 : SW Date: 4/24/06 58640 State Road 15-Goshen,IN 46528 By: Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. p Biltmore Model 06-0219 Shearwall Analysis Elevation View, Shearline D, at Y= 41.5 ft, Level 1. Flexible Diaphragm Wind Design. Units = Ibs, pif 109.2 1502 206 921 D-2 231.7 231.7 6146 3545 Shearwall 2,Group 2 H OF M� Ext Sheath:7/16"Str.Sheath.incl.OSB J�� sS. Nails:8d @ 4/12"68 Ibs o2 TIMOTHY A. 4p Shear:287.9 plf;C&C:48 psf SALDR110 E `^ Withdr:Load 49.36 Ibs Cap 68.061bs o MECHgNtCAI Int Sheath:7/16"Str.Sheath.incl.OSB `> No.0270 Nails:8d @ 4/12" �fCiST:R�� Shear:287.9 plf �ONAI Frame S-P-F @ 16"Blocked Date Signed: pr 24,20 APPROVED BY OR 2 6 2006 INC. KRiSTEN D. CUMBERLAND `>rogressive (Engineering 'nc. Page 13 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis Structural Data STORY INFORMATION Story Floor/Ceiling Wall Elev[ft] Depth [in] Height[ft] Ceiling 12.00 0.0 Levell 3.00 10.0 9.00 Foundation 2.00 BLOCK and ROOF INFORMATION Block Roof Panels Dimensions [ft] Face Type Slope Overhang[ft] Block 1 1 Story N-S Ridge Location X,Y= 0.00 0.00 North Gable 90.0 1.00 Extent X,Y= 28.00 45.50 South Gable 90.0 1.00 Ridge X Location,Offset 14.00 0.00 East Side 45.0 1.00 Ridge Elevation, Height 25.50 14.00 West Side 45.0 1.00 Block 2 1 Story E-W Ridge Location X,Y= 28.00 14.00 North Side 45.0 1.00 Extent X,Y= 34.00 28.00 South Side 45.0 1.00 Ridge Y Location, Offset 27.50 0.00 East Hip 45.0 1.00 Ridge Elevation, Height 25.50 14.00 West Joined 135.0 1.00 Block 3 1 Story N-S Ridge Location X,Y= 48.00 3.00 North Joined 135.0 1.00 Extent X,Y= 14.00 11.00 South Gable 90.0 1.00 Ridge X Location, Offset 54.50 0.00 East Side 45.0 1.00 Ridge Elevation, Height 18.50 7.00 West Side 45.0 1.00 Block 4 1 Story N-S Ridge Location X,Y= 48.00 41.50 North Gable 90.0 1.00 Extent X,Y= 14.00 7.50 South Joined 135.0 1.00 Ridge X Location,Offset 54.50 0.00 East Side 45.0 1.00 Ridge Elevation, Height 18.50 7.00 West Side 45.0 1.00 APPROVED BY "OF M'sfc TIMOTHY A. yG G BALORIocE pPR 2 MN Z008 o.4321 0 INC. COnAI KRISTEN D. CUMBERLAND Date Signed: pr 24,20 I �J ./`progressive Engineering ✓nc. Page 14 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: sw Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis MATERIALS by WALL GROUP Wall Sheathing[in] Fasteners Spcg [in] Framing Members [in] Apply Grp Surf Material Thick Orien Size Type Edg Fld Blkg Species G Sp Notes 1 Ext SS incl. OSB 7/16 Vert 8d Nail 4 12 yes S-P-F 0.4 16 1,3 Int SS incl. OSB 7/16 Vert 8d Nail 6 12 yes S-P-F 0.4 16 2 Bot SS incl. OSB 7/16 Vert 8d Nail 4 12 yes S-P-F 0.4 16 1,3 3 1 Gyp WB 1-ply 1/2 Horz 5d Nail 7 7 no S-P-F 0.4 16 2 SS incl. OSB 7/16 Horz 8d Nail 6 12 yes S-P-F 0.4 16 4 Ext SS incl. OSB 7/16 Vert 8d Nail 6 12 yes S-P-F 0.4 16 1,3 Int Gyp WB 1-ply 1/2 Horz 5d Nail 7 7 no S-P-F 0.4 16 Notes: 1. Capacity has been reduced according to IBC specific gravity adjustment. 3. Shear capacity for current design has been increased to the value for 15132"sheathing with same nailing because stud spacing is 16"max. or panel orientation is horizontal. APPROVED BY APR 2 6 2006 INC. KRISTEN D. CUMBERLAND OF AIDS Or TIMOTHY A. yG M BALDRIDGE o MECHANICr+.L No,-0270 Date Signed: pr 24,20 `progressive Engineering 'nc. Page 15 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fox:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis SHEARLINE,WALL and OPENING DIMENSIONS North-South Type Wall Location Extent[ft] Length FHS Height Shearlines Group(s) X[ft] Start End [ft] [ft] [ft] Line 1 Level 1 Line 1, Level 1 Prf 4 0.00 0.00 45.50 45.50 31.75 9.00 Wall 1-1 Prf A MOVE 00 0.00 45.50 45.50 31.75 Opening 1 9.00 11.75 2.75 5.50 Opening 2 17.00 20.00 3.00 7.00 Opening 3 29.75 32.50 2.75 5.50 Line 2 APR 2 6 Z006 Level 1 rya r Line 2, Level 1 P4 `';fry I NC40 0.00 41.50 41.50 13.75 9.00 Wall 2-1 Prf 2 8 0.00 13.75 13.75 13.75 Wall 2-2 IDS EN D. CU BER�A 41.50 45.50 4.00 0.00 Line 3 Level 1 Line 3, Level 1 Prf 2 48.00 3.00 41.50 38.50 10.75 9.00 Wall 3-1 Prf 2 48.00 3.00 13.75 10.75 10.75 Wall 3-2. NSW 48.00 41.50 49.75 8.25 8.25 Line 4 Level 1 Line 4, Level 1 Prf 4 61.50 3.00 49.75 46.75 28.00 9.00 Wall 4-1 Prf 4 61.50 3.00 43.00 40.00 28.00 Opening 1 13.25 16.00 2.75 5.50 Opening 2 21.25 25.25 4.00 3.00 Wall 4-2 NSW 61.50 43.00 49.75 6.75 6.75 East-West Type Wall Location Extent[ft] Length FHS Height Shearlines Group(s) Y[ft] Start End [ft] [ft] [ft] Line A Level 1 Line A, Level 1 Seg 1 1.00 0.00 61.50 61.50 12.50 9.00 Wall A-1 Seg 1 0.00 0.00 27.75 27.75 4.50 Opening 1 2.25 11.50 9.25 7.00 Opening 2 16.00 25.25 9.25 7.00 Wall A-2 Prf 1 3.00 47.75 61.50 13.75 8.00 Opening 1 51.75 57.50 5.75 5.50 Line B Level 1 Line B, Level 1 NSW 14.00 27.75 4 �N4f 0.00 9.00 Wall B-1 NSW 14.00 27.75 TIMOTA. 4.25 Opening 1 29.75 5 BALORIE%E7 7.00 Opening 2 39.75 AECHANPP5 5.50 Line C No.43270 Level 1 Line C, Level 1 Prf 3 20.50 0.00 6 S/Ong 27.50 9.00 Wall C-1 Prf 3 20.50 0.00 2 7.50 Line D Level 1 Line D, -Level 1 Prf 2 44.00 0.00 29.00 9.00 Wall D-2 Prf 2 41.50 27.75 Dat l �d pr20,'00 9.50 Opening 1 32.50 43.00 10.50 7.00 Wall D-1 Prf 2 45.50 0.00 27.75 27.75 19.50 Opening 1 4.00 9.75 5.75 5.50 Opening 2 20.50 23.00 2.50 3.25 Line E Level 1 Line E, Level 1 NSW 50.00 47.75 61.50 13.75 0.00 9.00 Wall E-1 NSW 50.00 47.75 61.50 13.75 13.75 progressive (Engineering Inc. Page 16 of 23 Job No.2006-0682 : SW Date: 4/24/06 58640 State Road 15-Goshen,IN 46528 By: Phone:574-533-0337- Fox:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis Loads WIND SHEAR LOADS Level 1 Magnitude Block F Wnd Surf Prof Location [ft] [lbs,plf,psf] Dir Dir Start End Start End APPROVED BY Accum. W W->E Wind Line 45.50 46.50 176.5 Accum. W W->E Wind Line 46.50 50.00 113.4 ! Accum. E W->E Lee Line 45.50 46.50 222.6 4a' APR 2 6 2006 Accum. E W->E Lee Line 46.50 50.00 134.9 f Accum. W E->W Lee Line 45.50 46.50 222.6 Accum. W E->W Lee Line 46.50 50.00 134.9 Accum. E E->W Wind Line 45.50 46.50 176.4 KRISTEN D. CUMBERLAND Accum. E E->W Wind Line 46.50 50.00 113.4 Accum. S S->N Wind Line 0.00 8.00 222.7 225.9 Accum. S S->N Wind Line 14.00 28.00 284.9 169.2 Accum. S S->N Wind Line 28.00 29.00 169.2 176.4 Accum. S S->N Wind Line 48.00 54.50 176.5 173.5 Accum. N S->N Lee Line 0.00 8.00 166.8 146.4 Accum. N S->N Lee Line 14.00 28.00 136.2 199.2 Accum. N S->N Lee Line 28.00 29.00 210.6 222.6 Accum. N S->N Lee Line 29.00 33.00 400.4 Accum. N S->N Lee Line 48.00 54.50 220.7 108.5 Accum. N S->N Lee Line 54.50 61.50 108.5 42.9 Accum. S N->S Lee Line 0.00 8.00 166.8 146.4 Accum. S N->S Lee Line 14.00 28.00 136.2 199.2 Accum. S N->S Lee Line 28.00 29.00 210.6 222.6 Accum. S N->S Lee Line 48.00 54.50 220.7 108.5 Accum. S N->S Lee Line 54.50 61.50 108.5 42.9 Accum. N N->S Wind Line 0.00 8.00 222.7 225.9 Accum. N N->S Wind Line 14.00 28.00 284.9 169.2 Accum. N N->S Wind Line 28.00 29.00 169.2 176.4 Accum. N N->S Wind Line 29.00 33.00 284.5 Accum. N N->S Wind Line 48.00 54.50 176.5 173.4 Accum. N N->S Wind Line 54.50 61.50 173.4 68.4 ��N6f M�f Block 1 W W->E Wind Line 0.00 13.50 176.5 Block 1 E W->E Lee Line -1.00 0.00 177.8 TIMOTMIA. G Block 1 E W->E Lee Line 0.00 45.50 222.6 BALORIOGE MEC►&LAICAL Block 1 W E->W Lee Line 0.00 13.50 222.6 0 No.43270 Block 1 E E->W Wind Line -1.00 0.00 108.1 �9fCigT;a�'0 Block 1 E E->W Wind Line 0.00 45.50 176.4 70MAlE��\� Block 2 E W->E Lee Line 50.00 51.00 90.1 Block 2 E E->W Wind Line 50.00 51.00 45.1 Block 2 S S->N Wind Line 29.00 48.00 176.4 Block 2 S S->N Wind Line 54.50 61.50 173.3 68 Block 2 S N->S Lee Line 29.00 48.00 222.6 D to Signed: pr 24,20 Block 3 S S->N Wind Line 54.50 54.50 173.5 173.3 Block 4 W W->E Wind Line 50.00 51.00 45.1 Block 4 W E->W Lee Line 50.00 51.00 90.1 `fro ressive (Engineering Inc. Page 17 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis %&W Manual W W->E Wind Line -1.00 0.00 108.1 Manual W W->E Wind Line 13.50 19.50 243.9 275.7 Manual W W->E Wind Line 19.50 26.50 275.7 243.9 Manual W W->E Wind Line 26.50 45.50 176.5 Manual W E->W Lee Line -1.00 0.00 177.8 Manual W E->W Lee Line 13.50 19.50 205.7 197.7 Manual W E->W Lee Line 19.50 26.50 197.7 205.7 Manual W E->W Lee Line 26.50 45.50 222.6 Manual S S->N Wind Line -1.00 0.00 32.7 Manual S S->N Wind Line 8.00 12.50 225.9 265.0 APPROVED B Manual S S->N Wind Line 12.50 14.00 265.0 284.9 Manual N S->N Lee Line -1.00 0.00 53.8 Manual N S->N Lee Line 8.00 12.50 146.4 126.7 R 2 6 2006 Manual N S->N Lee Line 12.50 14.00 126.7 136.2 Manual N S->N Lee Line 33.00 37.50 386.4 376.5 Manual N S->N Lee Line 37.50 42.50 376.5 386.4 §� r Manual N S->N Lee Line 42.50 48.00 400.4 - 4INC. Manual S N->S Lee Line -1.00 0.00 53.8 KRISTEN D. CUMBERLAND Manual S N->S Lee Line 8.00 12.50 146.4 126.7 Manual S N->S Lee Line 12.50 1.4.00 126.7 136.2 Manual N N->S Wind Line -1.00 0.00 32.7 Manual N N->S Wind Line 8.00 12.50 225.9 263.4 Manual N N->S Wind Line 12.50 14.00 263.4 284.9 Manual N N->S Wind Line 33.00 37.50 340.0 379.7 Manual N N->S Wind Line 37.50 42.50 379.7 340.0 Manual N N->S Wind Line 42.50 48.00 284.5 TIMOTHY A. �$ z BALORIDGE o MECHANICAL No.43270 �s/ONAI E�4 Date Signed: pr 24,20 . rogressive (Engineering .57nc. Page 18 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis WIND C&C LOADS Block Building Level Magnitude[psfJ Face Interior End Zone Block 1 West 1 30.0 37.0 Block 1 East 1 30.0 37.0 Block 1 South 1 30.0 37.0 Block 1 North 1 30.0 37.0 Block 2 East 1 30.0 37.0 Block 2 South 1 30.0 37.0 Block 2 North 1 30.0 37.0 Block 3 West 1 28.7 35.4 Block 3 South 1 28.7 35.4 Block 4 West 1 28.7 35.4 APPROVED BY Block 4 North 1 28.7 35.4 �q APR 2 6 2006 INC. KRISTEN D. CUMBERLAND `N 6f Misf'C` TIMOTHY A. yG i BALORIDGE c MECKMICAL No.43270 9fCiST:a6 �S/ONAI E�4 Date Signed: pr 24,20 'Arogressive Engineering 'nc. Page 11 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 ShearWall Analysis APPROVED BY APR 2 6 1006 INC Flexible Diaphragm Wind Design KRISTFIV D. CUMBERLAND SHEAR RESULTS North-South W For Shear Force [plf] Allowable Shear[plf] Crit. Shearlines Gp Dir V V/L V/FHS Int Ext Co C Total V[Ibs] Resp. Line 1 Level 1 Ln1, Levl 4 S->N 547 120.3 172.3 100 335 0.7 A 310 9842 0.56 4 N->S 547 120.2 172.3 100 335 0.7 A 310 9842 0.56 Line 2 Ln2, Levl 2 S->N 109 262.8 793.1 489 489 1.0 X 979 13460 0.81 2 N->S 107 258.8 781.2 489 489 1.0 X 979 13460 0.80 Line 3 Ln3, Levl 2 S->N 784 203.7 729.6 489 489 1.0 X 979 10523 0.75 2 N->S 760 197.4 707.1 489 489 1.0 X 979 10523 0.72 Line 4 Ln4, Levl 4 Both 151 32.4 54.1 100 335 0.8 A 348 9741 0.16 East-West W For Shear Force [plf] Allowable Shear[plf] Crit. Shearlines Gp Dir V V/L V/FHS Int Ext Co C Total V[Ibs] Resp. Line A Level 1 LnA, Levl 1 W->E 468 76.1 374.5 335 489 0.7 X 497 6987 0.75 1 E->W 454 73.9 363.8 335 489 0.7 X 497 6987 0.73 Wall A-1 1 W->E 168 76.1 374.5 335 489 1.0 670 3014 0.56 1 E->W 163 73.9 363.8 335 489 1.0 670 3014 0.54 Wall A-2 1 W->E 299 76.1 374.5 335 489 0.7 497 3973 0.75 1 E->W 291 73.9 363.8 335 489 0.7 497 3973 0.73 Line C LnC, Levl 3 W->E 946 153.9 344.3 335 100 1.0 A 435 11959 0.79 3 E->W 831 135.2 302.3 335 100 1.0 A 435 11959 0.70 Line D LnD, Levl 2 W->E 671 109.2 231.7 489 489 0.5 X 576 20768 0.40 2 E->W 665 108.1 229.3 489 489 0.5 X 576 20768 0.40 Wall D-2 2 W->E 220 109.2 231.7 489 489 0.5 576 5470 0.40 2 E->W 217 108.1 229.3 489 489 0.5 576 5470 0.40 Wall D-1 2 W->E 451 109.2 231.7 489 489 0.8 785 15298 0.30 2 E->W 447 108.1 229.3 489 489 0.8 785 15298 0.29 C-Sheathing Combination:A-Add capacities;S-Strongest only,X-Strongest or twice weakest. �Z TIMOTHY A. yG BALORIOGE o MECHANICAL No.-3270 �s CIs rt 09A1 Date Signed: pr 24,20 `Arogressive (Engineering ✓nc. Page 20 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Position on Wall Location [ft] Holddown Dragstrut Wall Or Opening X Y Shear Force [lbs] Line 1 1-1 Left Wall End 0.00 0.00 2176 1-1 Left Opening 1 0.00 9.00 469 1-1 Right Opening 2 0.00 20.00 854 1-1 Left Opening 3 0.00 30.00 346 1-1 Right Opening 3 0.00 32.50 677 1-1 Right Wall End 0.00 45.50 2176 Line 2 2-1 Left Wall End 28.00 0.00 7138 APPROVED BY 2-1 Right Wall End 28.00 14.00 7138 7292 Line 3 APR 2 6 200 3-1 Left Wall End 48.00 3.00 6566 3-1 Right Wall End 48.00 14.00 6566 5653 Line 4 INC. 4-1 Left Wall End 61.50 3.00 609 �"? 4-1 Left Opening 1 61.50 13.50 2 ISTEN D. CUMBERLAND 4-1 Right Opening 2 61.50 25.50 1 4-1 Right Wall End 61.50 43.00 609 219 Line A A-1 Right Opening 1 1-1.50 0.00 3371 875 A-1 Left Opening 2 16.00 0.00 3371 467 A-2 Left Wall End 48.00 3.00 4545 1949 A-2 Left Opening 1 52.00 3.00 756 A-2 Right Opening l 57.50 3.00 1194 A-2 Right Wall End 61.50 3.00 4545 Line C C-1 Left Wall End 0.00 20.50 3099 C-1 Right Wall End 27.50 20.50 3099 5234 Line D D-1 Left Wall End 0.00 45.50 2602 D-1 Left Opening 1 4.00 45.50 490 D-1 Right Opening 1 10.00 45.50 138 D-1 Left Opening 2 20.50 45.50 1178 D-1 Right Opening 2 23.00 45.50 905 D-1 Right Wall End 28.00 41.50 6146 D-2 Left Opening 1 32.50 41.50 2068 D-2 Right Opening 1 43.00 41.50 921 D-2 Right Wall End 48.00 41.50 3545 1 Dead load contribution to combined force is factored by 1.00 load combination facto �� M,s�' TIMOTHY A. `yG Z BALORIDGE r, o MECHANICAL Na 4.3270 '^ IOMAL EN�� Date Signed: pr 24,20 `.progressive (Engineering �'nc. Page 21 of 23 Job No.2006 0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis Rigid Diaphragm Wind Design SHEAR RESULTS North-South W For Shear Force[plf] Allowable Shear[plf] Crit. Shearlines Gp Dir V V/L V/FHS Int Ext Co C Total V[Ibs] Resp. Line 1 Level 1 Lnl, Levl 4 S->N 7694 169.1 242.3 100 335 0.7 A 310 9842 0.78 4 N->S 7613 167.3 239.8 100 335 0.7 A 310 9842 0.77 Line 2 Ln2, Levl 2 S->N 8415 202.8 612.0 489 489 1.0 X 979 13460 0.63 2 N->S 8292 199.8 603.0 489 489 1.0 X 979 13460 0.62 Line 3 Ln3, Levl 2 S->N 6122 159.0 569.5 489 489 1.0 X 979 10523 0.58 2 N->S 6008 156.0 558.9 489 489 1.0 X 979 10523 0.57 Line 4 Ln4, Levl 4 S->N 5581 119.4 199.3 100 335 0.8 A 348 9741 0.57 4 N->S 5460 116.8 195.0 100 335 0.8 A 348 9741 0.56 East-West W For Shear Force [pif] Allowable Shear[pif] Crit. Shearlines Gp Dir V V/L V/FHS Int Ext Co C Total V[Ibs] Resp. Line A Level 1 LnA, Levl 1 W->E 4693 76.3 375.5 335 489 0.7 X 497 6987 0.76 1 E->W 4354 70.8 348.3 335 489 0.7 X 497 6987 0.70 Wall A-1 1 W->E 1690 76.3 375.5 335' 489 1.0 670 3014 0.56 1 E->W 1567 70.8 348.3 335 489 1.0 670 3014 0.52 Wall A-2 1 W->E 3004 76.3 375.5 335 489 0.7 497 3973 0.76 1 E->W 2787 70.8 348.3 335 489 0.7 497 3973 0.70 Line C LnC, Levl 3 W->E 6826 111.0 248.2 335 100 1.0 A 435 11959 0.57 3 E->W 6365 103.5 231.4 335 100 1.0 A 435 11959 0.53 Line D LnD, Levl 2 W->E 1036 168.5 357.4 489 489 0.5 X 576 20768 0.62 2 E->W 9743 158.4 336.0 489 489 0.5 X 576 20768 0.58 Wall D-2 2 W->E 3395 168.5 357.4 489 489 0.5 576 5470 0.62 2 E->W 3192 158.4 336.0 489 489 0.5 576 5470 0.58 Wall D-1 2 W->E 6969 168.5 357.4 489 489 0.8 785 15298 0.46 2 E->W 6551 158.4 336.0 489 489 0.8 785 15298 0.43 C-Sheathing Combination:A-Add capacities;S-S R!0)njtr(BYst or twice weakest. D 6 of 2006 APR 2 or TIMOTHY A. 9G � 0. 31)0IC. �c BAL0Ri0GE MECNICA L KRISTEN D. CUMBERLAND 01VAL ',. ENG� Date Signed: pr 24,20 progressive (Engineering ✓nc. Page 22 of 23 Job No.2006-0682 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fax:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis APPROVED BY 14 APR 2 6 2008 INC. DRAGSTRUT AND HOLDDOWN FORCES KRISTEN D. CUMBERLAND Level 1 Line- Position on Wall Location [ft] Holddown Dragstrut Wall Or Opening X Y Shear Force [lbs] Line 1 1-1 Left Wall End 0.00 0.00 3060 1-1 Left Opening 1 0.00 9.00 659 1-1 Right Opening 2 0.00 20.00 1201 1-1 Left Opening 3 0.00 30.00 487 1-1 Right Opening 3 0.00 32.50 952 1-1 Right Wall End 0.00 45.50 3060 Line 2 2-1 Left Wall End 28.00 0.00 5508 2-1 Right Wall End 28.00 14.00 5508 5627 Line 3 3-1 Left Wall End 48.00 3.00 5126 3-1 Right Wall End 48.00 14.00 5126 4413 Line 4 4-1 Left Wall End 61.50 3.00 2243 4-1 Left Opening 1 61.50 13.50 819 4-1 Right Opening 2 61.50 25.50 613 4-1 Right Wall End 61.50 43.00 2243 806 Line A A-1 Right Opening 1 11.50 0.00 3379 878 A-1 Left Opening 2 16.00 0.00 3379 469 A-2 Left Wall End 48.00 3.00 4557 1954 .A-2 Left Opening 1 52.00 3.00 758 A-2 Right Opening 1 57.50 3.00 1197 A-2 Right Wall End 61.50 3.00 4557 Line C C-1 Left Wall End 0.00 20.50 2234 C-1 Right Wall End 27.50 20.50 2234 3774 Line D D-1 Left Wall End 0.00 45.50 4013 D-1 Left Opening 1 4.00 45.50 755 D-1 Right Opening 1 10.00 45.50 214 D-1 Left Opening 2 20.50 45.50 1817 D-1 Right Opening 2 23.00 45.50 1395 D-1 Right Wall End 28.00 41.50 9481 D-2 Left Opening 1 32.50 41.50 3189 D-2 Right Opening 1 43.00 41.50 1420 D-2 Right Wall End 48.00 41.50 5468 2317 Dead load contribution to combined force is factored by 1.00 load combination factorH OF TIMOTHY A. 4G BALORIDGE o MECHANICAL Na 19270 �f0Is Ttr &0 Date Signed: pr 24,20 f " Page 23 of 23 `�--rogressive (Engineering Inc. Job No.2006 06 3 58640 State Road 15-Goshen,IN 46528 By: SW Date: 4/24/06 Phone:574-533-0337- Fox:574-533-9736 www.p-a-i.com Simplex Industries, Inc. Biltmore Model 06-0219 Shearwall Analysis Wind Suction Design COMPONENTS AND CLADDING by SHEARLINE North-South Sheathing [psf] Fastener Withdrawal [Ibs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Grp Cap End Int End Int Temp Moist 1 1 4 37.0 48.0 0.77 49 40 68 0.73 0.59 1.00 1.00 2 1 2 37.0 48.0 0.77 49 40 68 0.73 0.59 1.00 1.00 4 37.0 48.0 0.77 49 40 68 0.73 0.59 1.00 "1.00 3 1 2 37.0 48.0 0.77 49 40 68 0.73 0.59 1.00 1.00 4 37.0 48.0 0.77 49 40 68 0.73 0.59 1.00 1.00 4 1 4 37.0 48.0 0.77 49 40 68 0.73 0.59 1.00 1.00 East-West Sheathing[psf] Fastener Withdrawal [Ibs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Grp Cap End Int End Int Temp Moist A 1 1 37.0 48.0 0.77 49 40 68 0.73 0.59 1.00 1.00 B 2 37.0 48.0 0.77 49 40 68 0.73 0.59 1.00 1.00 D 1 2 37.0 48.0 0.77 49 40 68 0.73 0.59 1.00 1.00 E 4 37.0 48.0 0.77 49 40 68 0.73 0.59 1.00 1.00 APPROVED BY OF M. Ir p2 TIMOTHY A. yG Z BALORIDGEHA APR 2 6 2006 vMECHANICAL No. z' . Na.d3270 k INC. �b -GIs r: 4 e KRISTEN D. CUMBERLAND Date Signed: pr 24,20 4 Y J ENERGY COMPLIANCE INFORMATION MECHANICAL INFORMATION MANUFACTURE'S INFORMATION BUILDING COMPONENTS INSULATION VALUES (') ATTIC VENTILATION 1 SIMPLEX INDUSTRIES INC. MASSACHUSETTS CERTIFICATION # 056 1 VALLEY INDUSTRIAL PARK I SIMPLEX _ �. :... R-19 .. •Sur.. ....... ., ., SIMPLE% DRIVE EXTERIOR WALLS SCRANTON, PA 16504 - EXPIRATION OF CERTIFICATION APRIL 30, 2006 ROOF CEILING R-38 VENT AREA':1'SO. FT. PER 300 SO. FT. OF,ROOF TEL: (570) 3as-51t3 FLOOR *** R-19 ROOF / CEILING AREA: 23'-8" x40'-0"= 960/300 = 3.20 SO. FT. OF VENT REQUIRED LOCATION OF MISS. PROGRAM LABELS LOCATION OF DATA PLATES PROVIDED FREE VENT AREA: 6.10 SO. FT. AT EAVES + 5.00 SO. FT. AT ROOF RIDGE FOUNDATION WALL '* R-10 TOTAL.FREE VENT PROVIDED: 1 1.10 SO. FT. SLAB EDGE INSULATION* * R-10 (1) PER MODULE SEE FLOOR PLAN (1) PER LIVING UNIT(KITCHEN SINK CABINET) GLAZING W.C. R-2.9 METHOD OF VENTILATION ENTRANCE DOORS W.C. R-3.1 THIRD PARTY INFORMATION (***)INDICATES ITEMS THAT ARE "TO BE PROVIDED BY OTHERS IN THE NATURAL MECHANICAL COMBINATION �` FIELD AND VERIFIED FOR COMPLIANCE BY THE LOCAL CODE OFFICIAL. NTA MASSACHUSETTS AUTHORIZATION # TRIA #11 ENGINEERS, PLANNERS & CONSULTANTS .' 305 NORTH OAKLAND AVENUE (W.C.) INDICATES WORST CASE INFORMATION P.O. BOX.490 NAPPANEE. IN 46550 )-VALUES DETERMINED BY COMPLETING MASS. CHECK ENERGY,SHEETS LIGHT AND VENT SCHEDULE TEL: (574) 773-7975 EXPIRATION OF CERTIFICATION: APRIL 30, 2006 SEE COPIES ATTACHED) PROPOSED BUILDING INFORMATION 4%R 7 OF V OF F GLASS 8 ENT T SYSTEM INFORMATION ROOM NAME AREA AEA FLOOR AREA FLOOR HEATING PROPOSED BUILDING LOCATION OWNER/PROJECT NAME - BEDROOM #1 209.90 33.15 16.79 18.33 8.40 HOMECRAFT MOD. BLDR. / HESIMARK 61.3' X 43.5' SYSTEM TYPE: HOT WATER BASEBOARD HEAT. FUEL: N/A BEDROOM #2 139.47 20.52 11.16 11.36 5:58 HESIMARK OTHER THAN ELECTRIC MODEL I.D. # 'MASONRY CHIMNEY BY BLDR. BEDROOM #3 156.00 22.10 12.48 12,22 6.24 63 NNIS,M sr. HYANN15,MA 06-02/9 PER MA. BUILDING CODE BEDROOM #4 .141.50 20.52 11.32 11.36 5.66 OR METAL FLUE PIPE BEDROOM #5 188.52 22.10 _15.08 12.22 7.54 CONSTRUCTION INFORMATION (UL 103) � - IF HOT WATER BOILER & OR HOT.WATER HEATER IS INSTALLED IN DINING ROOM 172.1*15 13.77 18.33. 6.89 , J t S CONSTRUCTION TYPE-CLASSIFICATION USE GROUF CLASSIFICATION BASEMENT, THEN EITHER THE BASEMENT FOUNDATION WALLS MUST.BE GREAT ROOM 246.0 19.69 23.48 9.84 R-4 5B 3'-0" SETBACK FROM LOT LINES INSULATED PER MA. BUILDING CODE, OR BELOW THE FLOOR WATER LINES KIT/NOOK 334.9 26.79 38.45 13.40 v '� SO. FT. OF BUILDING ENCLOSED VOLUME(CU. FT.) CIESIGNED OCCUPANT LOAD MUST BE INSULATED PER MA. BUILDING CODE. - - - 3593 SQ.F7. 27,053 CU. FT. 17 BUILDING HEIGHT NO. OF STORIES - NO.oF FEET EQUIPMENT INSTALLATION INFORMATION O 25'-5-ABOVE FOUNDATION 1 1/2 STORY ABOVE FOUNDATION N/A CODE COMPLIANCE: DESIGN LOADS APPLIANCE INSTALLATION INFORMATION TO BE SHIPPED INSIDE THE UNIT THIS UNIT IS CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING MASSACHUSETTS CODES FLOOR ROOF/SNOW WALLS/WIND STAIRS IST. 40 PSF 25 PSF(ZONE 1) 21 PSF(ZONE 3 EXP. C) 100 PSF 1. 1997 MASS. STATE BUILDING CODE - 6th EDITION - W/1996 521 CMR CORRIDORS BALCONIES SEISMIC OTHER ARCHITECTURAL ACCESS REGULATIONS. N/A 60 PSF(1&2 FAMILY) N/A 10 PSF (ATTIC STORAGE) 2. 1993 BOCA NATIONAL MECHANICAL CODE. SPECIAL SYSTEMS 3. 1994 MASSACHUSETTS FUEL, GAS, AND PLUMBING CODE. SMOKE DETECTORS REVIEWED FIRE ALARM SYSTEM FIRE SUPPRESSION SYSTEM OTHER SYSTEM 4. 2002 NATIONAL ELECTRICAL .CODE W/ 'S27 CMR 12.00 MASS SMOKE(SEE FLOORPPLAN)ELECTRIC) N/A N/A AMENDMENTS. REQUIRED INSTALLATION DETAILS FROM APPROVED SITE INSTALLATION. MANUAL DRAWING INDEX BARNSTABLE BUILDING DEPT., DATE DRAWING NO. DRAWING DESCRIPTION DRAWING DATE REVISION DATE I MASS COVER SHEET 4-3-06 X 1. OBTAIN A COPY OF SIMPLEX INDUSTRIES SITE INSTALLATION MANUAL FROM THE BUILDER. 2. READ THE INFORMATION ON PAGES 2,3,4 & 5 PERTAINING TO INSTALLATION CONTROL; ON-SITE 2 ELEVATIONS 4-3-06 X WORK BY OTHERS; FOUNDATION & INSTALLATION PROCEDURES FOR MODULE ERECTION, FIRE DEPARTMENT DATE 3. NEXT READ THE SECTION ON PAGE 6 LABELED "ERECTION INSTRUCTIONS" 1. CRANE SETTING A THRU E. 3 FIRST FL. PLAN 4-3-06 % 4. NEXT GO TO SECTION MARKED "MODULE TO MODULE ASSEMBLY" ON PAGE 6, 7 & 8 BOTH SIGNATURES ARE REQUIRED FOR PERMITTING AND REFER TO 1 THRU 17. 4 SECOND FL. PLAN 4-3-06 x 5. NEXT GO TO SECTION MARKED "RAFTER / TRUSS ROOF SYSTEMS SET SEQUENCE" ON PAGE 9. FOLLOW THE INSTRUCTIONS FOR 5/12 AND 7/12 TRUSS SYSTEM ITEMS 1 THRU 6. 5 SUGGESTED FOUNDATION PLAN 4-3-06 X 6. FOLLOW THE REST OF THE INFORMATION ON PAGES 11 THRU 18..THIS WILL FINISH YOUR MODULAR UNIT ON THE EXTERIOR AND THE INTERIOR. 6 FIRST FLOOR ELECTRICAL 4-3-06 X 7 SECOND FLOOR ELECTRICAL 4-3-06 X TRUSS APPROVALS B FIRST FLObR SHEARWALL 4-25-06 X 9 PARTIAL CROSS SECTION AND HIGH WIND DETAILS 4-3-06 X 10 HIGH WINO DETAILS 4-3-06 X MANUFACTURED BY NOTE DUE TO MOISTURE O CONTENT OF WOOD,SOME �/� {I SHRINKAGE MAY OCCUR IN THE FACE LUMBER OF THE LUMBER DUE TO NATURAL LUMBER SEASONING PROCESS AND MAY EFFECT THE Industries Inc. GENERAL NOTES: EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES N I. ITEMS NOTED WITH A SINGLE ASTERISK(•)SHALL EXTERIOR FINISH MATERIAL MANUFACTURER BE PROVIDED BY SIMPLEX.SHIPPED LOOSE,AND FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK INSTALLED DURING THE SET BY SET CREW AT THE ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE JOB SITE,PER LOCAL CODES. � +- _ SCRANTON. PA 18504 **1 2. ITEMS NOTED WITH A DOUBLE ASTERISK(••)SHALL Builder/Deoler: Customer: BE PROVIDED BY SIMPLEX,SHIPPED LOOSE,AND t,A OF qqy,� FlOmeclOft Modular Builders Hestmork INSTALLED RY THE BUILDER AT THE JOB SITE.PER ,p�. Drawn By: Revised By: LOCAL CODES. 2$.•• DwD ti•.yG PBW X I, I***1 3. ITEMS NOTED WITH A TRIPLE ASTERISK(•••)SHALL TO, `. Date: Eng : BE PROVIDED AND INSTALLED BY THE BUILDER AT f u+tl a v 4-3-06 06-0219 THE JOB SITE.PER LOCAL CODES. ' .q .•a w Scale: Serial Checked by: ****)4. ITEMS NOTED WITH FOUR ASTERISK '°•••eCisTEP: N el (••••)SHALL BE I B�_.•D Model: 7925 ON 4-7-06 PROVIDED AND INSTALLED BY THE SET CREW AT THE Biltm Ore 4 Box Cape JOB SITE.PER LOCAL CODES. _ 6 This drawing is the property of SIMPLEX and is loaned upon MASSACHUSETTS STATE USE ONLY REGISTERED ARC ITEC/ P.E. STAMP 5. ELEVATIONS AS SHOWN HERE MAY VARY AND/OR DC TYPICAL OF CONSTRUCTION ONLY,IN ALL CASE condition that it is not t0 be reproduced Or copied in whole REFER TO HOUSE ORDER ANDLOCATION FLOOR PLAN(S)FOR - - APPRO _ in Port,or used for furnishing he interest to Others, Or for ACTUAL .QUANTITY AND LOCATION OF LENGTH )AND - R VED BY or other purpose detrimental t0 the Interest of SIMPLEX and WINDOWS,AND ACTUAL WIDTH AND LENGTH OF HOME. ' - - - DUE TO MOISTURE CONTENT OF WOOD,SOME SHRINKAGE MAY APR 2 8 2 will be returned upon request to SIMPLEX INDUSTRIES, INC. , 6. 11 IS THE BUILDER RESPONSIBILITY TO ENSURE OCCUR IN THE FACE WIDTH Or THE LUMBER DUE TO NATURAL REVISIONS ALL WORK TO BE DONE ON-SITE BY THE BUILDER, LUMBER SEASONING PROCESS AND MAY EFFECT THE EXTERIOR : THIS DRAWING IS THE PROPERTY OF SIMPLEX AND 15 LOANED UPON" FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONDITION THAT IT IS NOT TO BE REPRODUCED OR COPIED IN WHOLE.OR IN ■ 0 NC. AND/OR HIS AGENTS,D C BE DONE IN A WORKMAN CONSULT THE EXTERIOR FINISH MATERIAL MANUFACTURER FORPART.OR USED FOR FURNISHING INFORMATION TO OTHERS,OR FOR ANY OTHER RISTEN D.CUMBE LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLEPURPOSE DETRIMENTAL TO THE INTEREST OF SIMPLEX AND WILL OE RETURNED BUILDING CODES AND REGULATIONS. RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD' UPON REQUEST TO SIMPLEX INDUSTRIES.INC. J O SHRINKAGE - - 1 MASSACHUSETTS REGISTRATION STAMP THIRD PARTY AGENCY'S STAMP -------------------- $MINGLE OKR SHINGLE OVEF - - - SHINGLE QIEfl SHINGLE OVLR - MDGE VEM(•) RIDGE VEM!') Mf1OE VLM(•) RIDGE VENT I-) 13-0 DORMER 12 5-O DORMER jj ,1 1sSECONDBOORCEIUNG LINE 5-0 DORMER y r - 5-0 DORMER .�.- f 4/4 VINYL e DORMER .SIDING 13-0 DORMER SECOND FLOOR '4 (••)�. FINISHED FLOOR LINE `\ FIRST BOOR `4/4 VPIYL SIDING(••) - EXIFAIOR LIGHTCEIUNG LINE EXIEAIOR WM �1/4 VIM SIDING d 1 t f � - rrr per f f r f r z r f f s r IL FIRST_BOOR IV f FINISHED BOOR UNE }�_______________¢ BY SIMPLEX .. ' STOOP('•') _ - STOOP(•••) - (0 MsaHo RIPsw sraAArau (0 MSTawo-sessw sla.AWeE - R)Msmv.o smPsw slaAArNa In Isrouo swsox sHe RrAu - - - N/(� LEFT SIDE ELEVATION ^� r .�": t:� •�' �ealaR Na,.�NEW AAo seAaA MM4e«ra N000 ANI 114) /4-.x Ile mAN saors Ara REAR ELEVATION ,,.-,x 1/.-NaYI soars«IV - - /.-t`w/.-[gmY«�1) OIID 1/.•ll x 1/.-mM SOare«la - Satin(011 EaaKl FAw Y T m <w[aWl1 ENM i -wiKY/a SIIDIYN all WSaIWr(w EaWU Lbl IIYDMIf).1L AS sNorx w n-iwms(^•J Ai 91oNN w aaNER_TrxAE M eIIDNN aN ' aAwnora C•') - ffic atVAllorrs(•^) Is, n.-a• SHINGLE OVE SHINGLE OVER _ SNNCIE O+ER SNNGLE DIE SHINGLE OVER - ROM VFM(.) RIIXE VEM(') RIDGE VENT(•) RIDGE VENT O RIDGE VENT(•) - s-B DOWER " 13-0 DORMER P°ms 5-0 DORMER (' 4-0 DORMER.(•') SI �lx - - 1x SECOND FLOOR CEILING LINE lY-o' - IY-0• SHINGLE OVER SMNGIE OVER LRCKET PANELS(") 40NGLE OVER f >Y lx r f f r r f RIDGE VENT(•) 9DGE VEM(•) ROGE VEM(') - Nlx f f 4/4 VIAL f r SIDING •' - r R • , •• -0 DORMER-0 OORIER( - `+' Y SECOND_BOOR - FINISHED FLOOR LINE 4/4 VINYL FINISHED FLOOR - . 'FIXTUREFvmm mff( FExT"oRfIXTU(E LIGHT SIDING('•) CEILINGFIXTURIE UNE El(TEWOR LIrAHT IXTERIOR LIGM - l `^) `^)� ;a---T -`:a---; v...Tr—s- 11r---; y a y SM lG ffi Sl Z' J'l - P` f 4/4 1.11 f f r..-- ...r...:1 r...- ....p.--.; I I AI r' q, >✓ f SIDING� f it 0 0 �• ft 1 � � P -� 0 I t----�--=-... ---- �- - FIRS HEFL �OOR 9071 F -- --' BY SIMPLEX INIS O RUNE N2)YFiglle EAIPbaN Sairlellll• (])115'IfaHO 9YKWl SN[ARWALL p)MeraM.o RMPeWI S1a.WNHL - olC0R6 rA5laaa r/(xn 1e0• _ HlmamMe IASIFMU w/(1n tee _ NWRIIwxs xa1DE ra /(x - ar4an N115 No TON ANa(t.j se«rn Nus Wro NaOD NNI(tq Namx+s rASRI¢o r/(xe)lee s«IaN wns«nl Naro Arm 11.) er1/. m.Neaaws«a FRONT ELEVATION /11.1 14 """�" """" RIGHT SIDE ELEVATION ,,•,x,,,-mw e � WswRr(w EPML)Gw PORCH POST.'DECKING,RAILING A10 - .Iu•.aHRr1/rmmwO sw[Ns«ro oorl[R-1TPrA4 As SHorN w STEPS ARE ON SITE BY OTHERS - WmEA-TmKAE eIIOAN w 1[Mar«r laR As vn..+w - wsww lw Ew•U uw mm4:n- nEwmrs f^y a[nnxc(^•) REw,�ilolrs(_yam ... trAKAL As sw1N w a.nATora 1•••) MANUFACTURED BY Y OUR N MOISTURE CONTENT IN OF WOOD.SOMWIDTH /. _ 9 SHIP LOOSE 1/2' SHRINKAGE MAY OCCUR IN THE FACE WIDTH . 0.YW LO WALL - OF THE LUMBER DUE TO NATURAL LUMBER 4� sPlev sxunnee (^)«srAVt swv SHEATEING(•)ATTACH SEASONING PROCESS AND MAY EFFECT THE EO05E PINEIS N/04 NNLS Ai S•o.c _ 5/8-0.YN�PANELS EXTERIOR FINISH APPLICATION. EXTERIOR Industries Inc. /lid FMVLS O T O.C. - FlNISH INSTAlER BHDMLD CONSULT THE BUILDERS OF QUALITY HOMES CURE AND 1x-a.G O.IER1®IAtE('•••) PETIM AND Ix- EXTERIOR FINISH MATERIAL MANUFACTURER - GENERAL NOTES - D.C.o.c.o WERAMING FOR RECOMMENDED WSTALATION TO KEYSER VALLEY INDUSTRIAL PARK -VENIICAL FRAMING b ACCOUM FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE - * 1. ITEMS NOTED WITH A SINGLE ASTERISK(I)SHALL e - SCRANTON, PA 18504 BE PROVIDED BY SIMPLEX.SHIPPED LOOSE,AND MHoaorvsNrAsrzAm NG1! e)lee b t_ - 4,;. INSTALLED DURING THE SET BY SET CREW AT THE r¢ NAAs eno rood..m(11) Builder/Dealer. Customer. - JOB SITE.PER LOCAL CODES. x /.:mAk scAnrs orto yV4';% ••.4'j. Homecrafl Modular Builders Heslm Ork .MAst«Pr( [auAL)uw 3: •. c ' awe rrPcu As sNorw w o, Daum Drawn By: Revised By: BE PIRCIVIDED BY BY SIMPLEX. BUILDER SARI THE JOOSE.A PER _... (1)P3'LNG (x0 CA) s TaeWDs •4 PBW X -Sk# 2. ITEMS NOTED WITH A DOUBLE ASTERISK(•')SHALL Lm AS(•••). STRAP 3I-LONG FASTENED J• • LOCAL CWES. HIGH"WIND FASTENING DETAII W/(18) d NN s AT EACH b ssm a Oats: Enq ' stub((DR E(BSAL)AP0.1ED 4 3-06 0B-0219 *** {HOUSE TO FOUNDATION) TO C%tERIOR M SHFAMWG apt �.s11••r yo K Scot.: SeHal i Checked 6 FfJSI0tA1-``� 1 4" = 1' 7925 DN 4-7 06 3. ITEMS NOTED WRIT A EDTRIPLEBY ASTERISK ER SWILL rai tD sWE HIGH'WIND FASTENING: DETAIL _ ✓ BE PROVIDED AND WOCALEO BY THE BUILDER AT (1ST D FL) Model' THE JOB SIZE.PER LOCAL LOSES. .: NOT,TO arALL - Biltmore 4 Box Ca e - \****14. ITEMS NOTED WITH FOUR ASTERISK(••••)"SHALL BE - REGISTERED ARCHITECT/P.E.STAMP This drawing is the property of SIMPLEX and is loaned upon /PROVIDED AND INSTALLED BY THE SET CREW AT THE condition that it is not to be reproduced or copied in whole JOB SITE.PER LOCAL CODES � - - �TVT5p ��F•� or in part,or used for furnishing Inamatmn to others,or for 5. ELEVATIONS AS SHOWN HERE MAY VARY AND/OR - - - G 4Vf1A�rW�� n ather - 8E TYPICAL OF CONSTRUCTION ONLY,WALL CASES rED a Y put at U detrimental to the interest of SIMPLEX and REFER IC HOUSE CONSTRUCTION ORDER AND ROOK IN ALLPLAN(S - DUE TO MOISTURE CONTENT F.WOOD,.SOME SHRINKAGE MAY will De returned upon request To SIMPtEI('DRDl157RIE5,INC. ACRUAL OUANiIIY AND LOCATION OF DGOR(S)AND - "'OCCUR IN THE FACE WIDTH OF THE LXR DUE TO NATURAL MAY REVISIONS WINDOW,AND ACTUAL WIDTH AND LENGTH OF HOME. LUMBER SEASONING PROCESS AND MAY.EFFECT THE E1(LERIOR THIS DRAWING IS THE PROPERLY OF SIMPLEX AND IS LOANED UPON 3 O 2(jpg; FINISH APPLILA1gN. EXTERIOR FINISH INSTALLER SHOULD 'CONDITION THAT R IS NOT TO BE REPRODUCED OR COPIED W WHOLE OR M - B. IT IS THE BUILDER RESPONSIBILITY TO ENSURE - CONSULT THE EXTERIOR FBISH.MATERIAL MANUFAC7URER FOR PART.OR USED FOR FURNISHING INHERES!" F TO OTHERS,OR FOR ANY OTHER NrA NC. L. ALL WORK TO BE DONE ON-SITE BY THE BUILDER. RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE'MOOD -PURPoSE DETRIMENTAL TO THE WIEREST OF SIMPLEX AND MARL BE RETURNED KRISTEN D.CUMBERLAND AND/OR HIS AGENTS.IS TO DE DONE IN A WORKMAN SHRINKAGE. UPON REQUEST TO SIMPLEX INDUSTRIES.INC. - .. LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE - BUILDING CODES AND REGULATIONS. - .4,4 O - EGEND ux. Ir-r xr-r +r-r - ..." 'T p• - - NOTE � am+v xavnnr e 6'H+/r• -R+p• r-ID 1p• -ro I/r s•-e 1/]' e_e VT r-s In• r-e In• W-10In• r_le I/r DUE TO MOISTURE CONTENT OF WOOD, SOME �,n, am,,,� w,a a nom •c-`h SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE ,u/ORrx r r-n• r� .+n r-++r r e+/r +r_n,/r r_r r-r r-w- LUMBER DUE TO NATURAL LUMBER SEASONING } swa PROCESS AND MAY EFFECT THE EXTERIOR FINISH w`Aa°p1r ]eSF4 APPLICATION. EXTERIOR FINISH INSTALLER SHOULD + "'a�• ' - , BUILDER NOTE CONSULT THE EXTERIOR FINISH MATERIAL A 9aDM, MDMBSDRBEM flEX WIDd11 WLL wrW ro a a,m T1a a�m•Io M sa e< rNOOK MANUFACTURER FOR RECOMMENDED INSTALLATION TOH.w.B.B. ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. fe'H.W.B.B. - Gns )wa±o,/,• e.Wm amax. wo.22!v,/ P- r THIS DRAWING IS THE PROPERTY OF SIMPLEX AND -P IS LOANED UPON CONDITION THAT IT IS NOT TO BE ' B.&/ I+Dm.aLLss) REw.a.a) B•H.ws REPRODUCED OR COPIED IN WHOLE OR IN PART, m. OR USED FOR FURNISHING INFORMATION TO OTHERS, ®wweealRl,sxaowwrw, 1--- � OR FOR ANY OTHER PURPOSE DETRIMENTAL TO THE i BEDROOM i BR BATH E b i� � - I INTEREST OF SIMPLEX AND WILL BE RETURNED r»a - 3 IMIx e) T•aM - UPON REQUEST TO SIMPLEX INDUSTRIES, INC., rww F' • ---- „ O STATE LABEL LDG110N saws �T.- .. - GREAT ROOM YT@ Dsa. axE DnEcron IswvEo set <pC MeLoosE Ixsruun sr anus) p$ 0 4 m to I M g m s x�� '] nT,x: xcEss xx vr.as- mR a c 9 � All rl Icy �^ Ir-•T/r r-av :w-xa • m 28 " I D)9F LX.L LTAMa KO N R/LL IEOA:aAal HNA ISS g - �{ 8 iB z-' 2-' g O) ----_ W9<dDR _—_—° RD9_ a " o v TOTAL REQUIRED BTUH FOR ,HOUSE 8Q381 HAL.I. o -- --- «asn r ------ m we 2-4 1 MEDIA CTR. ti KITCHEN. @ S 1 TH I r-e,Ar - 2r Mewl 91rill• x RAQ a4 RDs 3 _ _ BIg -- ---- _ at - W.I.C. W.I.C. 1 Y I _ b 1 13 •'• I s ------------- 1 I DR.xMl a a'-1r I C KW.B.B. n r Oawro6• - . rro`wL AAD�wlm iw anw +°wl AamrKe b - 9 Z o FOYER -.tar---------J ' 66a w i i Iwt A4E1aL�Y tw sslx) -- B'H.W.B.B. - ") •,BR.sa(rant .w ) I _t y . 3 imu2 wrR^I13 Y urns er onus _ RR PANELIZED PORCH ROOF GARAGE - - DINING ROOM = I axE wM roe:carts - GENERAL NOTES: m n mac AST D aw) a 1 m / 1. ITEMS NOTED WITH A SINGLE ASTERISK(')SHALL r� -----'- -� - �T ---- - - - - BE PROVIDED BY SIMPLEX.SHIPPED LOOSE.AND 7 - - INSTALLED DURING THE SET BY SET CREW AT THE JOB SITE.PER LOCAL CODES, IT 6'H.W.B.B. 2, ITEMS NOTED WITH A DOUBLE ASTERISK I-)SHALL m ` / BE PROVIDED BY SIMPLEX,SHIPPED LOOSE.AND INSTALLED BY THE BUILDER AT THE JOB SITE.PER - ----'--- -T'' - LOCAL CODES. _ rRcrann i axCeDM drc uim 3 ITEMS NOTED 10 Q1ne Y jl_T_ A mT` i BE PROVIDED AND INSALLEDPBY THE BUILDERAT SHALL - THE JOB SITE,PER LOCAL CODES. • aWAxrro Dann a snE LB_ !Z-29584BF6'flE��L___ **X`X` 4. ITEMS NOTED WITH FOUR ASTERISK('rm')SHALL BE 41. w ) PROVIDED AND INSTALLED BY THE SET CREW AT THE JOB SITE,PER LOCAL CODES. e I/r J'-i,/r Ir-x,/la• a 0/+r a+/r Ir-II,/r B' a,/le' +r-a Y/le' ,r - 5: ELEVATIONS AS SHOWN HERE MAY VARY AND/OR Y-D• Y-r a'-0' D'-r s'-D• D 1/r' r-1D 1/Y BE TYPICAL OF CONSTRUCTION ONLY,IN ALL CASES REFER TO HOUSE ORDER AND FLOOR PLANS)FOR ACTUAL QUANTITY AND LOCATION OF DOOR(S)AND WINDOWS,AND ACTUAL WIDTH AND LENGTH OF HOME. 6. IT IS THE BUILDER RESPONSIBILITY TO ENSURE . - ALL WORK TO BE DONE ON-SITE BY THE BUILDER, - AND/OR HIS AGENTS.IS TO BE DONE IN A WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE FIRST FLOOR PLAN NorE: BUILDING CODES AND REGULATIONS, TV, PHONE JACK,PANEL BOX, LOCATIONS TO BE s 6 - - UN HEIGHT HEIGHT Tat6T DETERMINED AT A LATER DATE. a MANUFACTURED BY 8-0•CEODING HEIGHT IN dN/NR/NOOK BOX ONLY NOTE 1 r2T/Jx' ANDERSEN 20D SERIES DEL HUNG - �I-.—T� COPPER WATER UNES SHRINKAGE MOISTURE CONTENT OF THE FACE SOME �/� {I NOT WATER BYSEBOMO NFUG _ 2 / FIRE SIDE OFRTHEELLUMBER DUE TO NATURAL LUMBER le N/sx• WIDTH •CASING aB BASE 5 TA KEDTHR ONLY - SEASONING PROCESS AND MAY EFFECT THE Industries Inc. 6 3 2 s K 1st FLOOR BASE ra TACKED ONLY - HORIZONi\L SECTION .IR EMERIOR FlNISH APPLICATION. EXTERIOR ' Mm ua°a`wa"'¢i.rwE sr AT .w aonaM a cart.x'T v01F' FINISH INSTALLER MATERIAL CONSULT THE BUILDERS OF QUALITY HOMES stun s ws�sr W' 'n war sxuT wc'�m°yx e)�eY EXTERIOR FINISH MATERWL MANUFACTURER FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK WAw a,ssuw-a/e a TMcla.rt.xmc lwvun ACCOUNT FOR POS90LE WOOD SHRINKAGE. SIMPLEX DRIVE - t Ilatn m a se trrc z' '"`Tzrt""nx iaT w°ceua"""i xuo aIM�vME sa+crliz2 ei'°I"inv a�L sumi�ulm a+<°M1:w wE. SCRANTON, PA DRIVE +.m ,�wy:.q.n;1•w1°"a0p° " w•'od�Aa aO1w1M''"u`"wx"'PO'"w GA ME No.WP 3806 OF1JQi)0 - - `°'°01tl1 s.omo�t Rio S°m1z"°Fp wm-+m:"s�N aio18504 FM sL'E rKleaw.c,wzv area)ewEaon ra++was m awsvxn maweLs ,Ao"`xrew.osf°"'0 xxli+ab3 mlr1�mx1W^I'.1aa^Hn;C°vr0a uwR oramn.sx Of 144 Builder Dealer. ovPeut wAueoARq Woad enoe 'a Homecraft Modular Builders Hestmark 'llliLasx sw•x r" - sxe„D a nmisn+l=xmrt _. uearu.i ro eE wNsexauµs S., Drawn/ Customer. NW.n w> cal.Nms x•L w x ne cam•Dxenrt aux- w..N,.eAY T-X rMH m a.wwv�w soOeeN..otu-Mbi x�4, - v or JaMPCre1r aSUunOx TTMnu/L Mx4Mialµi un•e}�MM �m mo�i eaWx�•r•I v x•41x wM•a wen.w>�'z i.a�m I� � ed � .......... .� axwD dorms( `aDSP'�c- w afr3'� fb','x°°as o a�.. vwdellm•woewarh•w•Dy+e•+w Vr ews r ed •w..xw. a'`av o.: a ..�r,�,A, By: .8'�R,x"`Dao'°Rx 1"IxS1•�9.' oaaw :o� +or'a1pa"w�.c'� aTwu n'r••r ea•1,we 1ma-I /'3m6i•mwsa raa a rnaa ar._Am e1am,°>u' B' "'Tsoc=Dsr rsx cans a < o �': ReWsed •xw NeRa..•1e w w•wn.9e�ala+oEwwls�eae+�iswm' a.xi mi 1eseT emNs alse,a+r..xo F xo N PBW. X . + •.al xaL ammw�ll - • /e• s. xs,alxx,ouwvpwm sxulM w-Mw W. Aw.IUTm sxrnnolc Ez poi z v sxx,a r Dote: Eng acr ,� �IM1°d x sawo cmD rE1°rs+w°Ssezrt nwonw.w-1oe v c..�, 4-3-06 06-0219 wnm xou eur,r )uo ie au,wai,`, o¢uum wx euXa 1i2 '' /m roxww m mlewmllvl s+ �mrIXrw1Mmo gR a wuiTm FG ..••••Y W am9Ar _y �i5'e'�'ax."ss -( ""f 1�c D°�.�n 1 w1u .arm e°n oc.:i v�,arzn n vums uls+z ua we ra+c ••••' Scale:_ Serial Checked try: 1 4 1 7925 ON 4-7-06 e i9s'F1'�o a aimmm{m:"S r wT.x d u-az/Ve• i,e rs"""su wa cro'XX`r m•as "a6 _ _ 3 oeNRuwx amacioxS Model: LTrsw�i-mr C _ w+M1 SmY.-YdDa)rLISM•- TCDMax®II` RFA`R,K sOW IeNlls A FIN¢avW V4U raw._ G Billmore 4 Box Cope �'Srr wa GA FLE No.WP Wt2. O131ERI0 t Horn b u u are °f ImAp aarmRr w,ro euaoao wnMMs axa,aw roe xu•rs This drawing is the ro e _ a wwe'rccPn ° REGISTERED ARCHITECT/P.E. STAMP P P rty of SIMPLEX and is loaned upon e19S•�°=ci,R Fare BdwO vwrcM ewm xzweoMm condition that it rs not to be reproduced ar copied In Whole nCwnn� a,veM swws acLawc vAnw,ao vAx¢on Pr iron o Ds,s mio_ GYPS WALLBOARD,WOOD eTwe * c ca�am mwcrvlul cam M w saxc-uv,vAics swla mDaaL cLTnom,Dss w or in part•or used for furnishing Information to others,or for n•.wa rr-w' m•a.e D/e'pv.z ae,ma a sq•,�s,a u1w a - vosn vx � � sA WSTxuawva +im2irLn vss +�.oesn µcam a. any other purpose detrimentol.to the interest of SIMPLEX and m we..M.9'°"a„u• x X°S:,m nor.Le go,w"�w,n.lm rnsa�.c.°"` ` ma""W��M`T° k°a` �i® m ..n ,ro o.ew+era""13/:�a..•aa"`s•.a.ran Fx w APPROVED B WalauLAro ryo. iv°'apl.Ixm®..,a •Mn_Am,clasx_sT) µanullTMwsM.ma�OW.ai%mlAx�oTcoM a®Isrpnanc mnso - will ba retumad u on ..s�z�Ssalr + v1.1,�1pMI�».D p1ee ,u,x.a•Dc..e+e•w wrwa.ee.. xa+m,w e„mq,eynea a,,,u emy1L ILawe+we 1"` '. ' " •aMm1s,xr ul awasoTnx w.avn al w ro • Flu Y P request to SIMPLEX INDUSTRIES,INC. _ ® APR 2 6 2888 REVISIONS .33F"` -°^°$'Scam"7Fa"a°fwev,rs.lPaxTDSj"'"rrss'w.a d+m.m +wlx+-5or • m • Design No U356 ■INC. .a.•1ea Ica u a.WanunW avmm ~' AA x�„ e.�j rt _ (EXPOSED W FIRE on INTERIOR FACE ONLY) Dt BEARING WALL RATING- IHR. Vo Design No. L539 um o°.�P.�) FINISHED RATING-23 Ml,. KRISTEN D.CUMBERLAND uNRESBWHED ASSEMBLY RATING-1 W. - 0 T_ FINISHED RATING-21 MIN. DO1d U1YxeYe i rt - - STC RATING 4e TO 49 a THIRD PARTY AGENCY'S STAMP - LEGEND - , DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER SEASONING # PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD . ^•�w^e.ox CONSULT THE EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ¢ Ro a m a ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. O w K/a WW4w GFI —nui r,emurl THIS DRAWING IS THE PROPERTY OF SIMPLEX AND WP —.eow IS LOANED UPON CONDITION THAT IT IS NOT TO BEx >s. 4pee Y$ REPRODUCED OR COPIED IN WHOLE OR IN PART, r-_9 OR USED FOR FURNISHING INFORMATION TO OTHERS, U•-o• Iy-e• r m-o• OR FOR ANY OTHER PURPOSE DETRIMENTAL TO THE ® .ate am a I�IWx "0ii0 rWI :v yr e In• W-Ir INTEREST OF SIMPLEX AND WILL BE RETURNED UPON REQUEST TO SIMPLEX INDUSTRIES, INC. qr .•-6•a In' r-lo• -o'/r r -6t/r r Y 6'�,n' ,i�/ \�� sTATe IA9EL eorwmH 1 �-' 6art. aloe oeleel4B IserPro 0.a er.N I/1• I _ ,. .. A`Nc 1006E ANp P6TAai9 er ebE116) i• 9'H.W..B. S Ix-I I TI - , - a Ll'') ATflc gCCe53 2x I/i•��o• ggi b ,R. qq��l Ba®•.Nve. I. I r .. _ 6'H.W.BJT. xBEDROOM #2 ------ i-s WKE„ei BEDROOM #5 e In. r-to In• -,In. j e I I _ I Ie I n w I L I /4 BATH C FuiTkTi3__.T ______ HALL BATH rq��x 1Be."') Y § T I T +7 M 2) m (5pG] 3 Y m'-W T�117 I ' � - - - -,Y• y�• tg2 ... 7nl@Il•-•g Y-.Irf8'H.W.B.B HALL§ I T i n®rcB X-i BEDROOM #3. �g '� �OY00D I GENERAL NOTES: HALL � -I• § xiU \, * I - �*1 I. ITEMS NOTED SIMPLEX.WITH A SINGLE SHIP ASTERISK SHALL / INSTALLED DURING THE SET BY SET CREW AT THE e f-- __ _ I BE PROVIDED BY gg 4 JOB SITE.PER LOCAL CODES. L-' Y H.W.B.B. I Ig, '8 —_-J 2. ITEMS NOTED WITH A DOUBLE ASTERISK AND SHALL I IN PROVIDED BY SIMPLEX,SHIPPED LOOSE,AND 6pA - I INSTALLED BY THE BUILDER AT THE JOB SITE.PER I / \ LOCAL CODES. A m NOTED WITH A TRIPLE ASTERISK(•••)SHALL BE PROVIDED SITE.AND INSTALLED BY THE BUILDER AT c ____I___________ _ 6' -s In' C S-n'a• K-Y -n'C r-s rn c I **** 4. ITEMS NOTED WITH FOUR ASTERISK(••••)SHALL BE n i-6 PROVIDED AND INSTALLED BY THE SET CREW AT THE ? Imo. 11 W-s• t4'-p s'd JOB SITE.PER LOCAL CODES. + p V� 5. ELEVATIONS AS SHOWN HERE MAY VARY AND/OR id I O Y d 'y" I - I TYPICALBE OF CONSTRUCTION � ONLY.IN ALL CASES REFER OHOUSEORDERAND FLOOR PLAN(5)FOR C I I ACTUAL OUANTTIY AND LOCATION OF DOOR(S)AND o � i I WINDOWS.AND ACTUAL WIDTH AND LENGTH OF HOME - BEDROOM' BEDROOM #4- ' - L_ J 6. IS THE BUILDER RESPONSIBILITY TO ENSURE yy ALL WORK TO BE DONE ON-SITE BY THE BUILDER, R - AND/OR HIS AGENTS.IS TO BE DONE IN A WORKMAN 6 _ ---_ i HT - LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE 4 BUILDING CODES AND REGULATIONS. 10,H.ws.B MANUFACTURED BY NOTE m 1� 4a>,. I/I• DUE TO MOISTURE O CONTENT OF WOOD.SOME �� OF THE LUMBER MAY OCCUR M THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER In. •In' Y-Ia' s'-s In' SEXIERIOR FINISH APPLICA AND TION. EXTERIOR THE Industries Inc. FINISH INSTALLER SHOULD CONSULT THE EXTERIOR FINISH MATERIAL MANUFACTURER BUILDERS OF DUALITY HOMES �' - FOR RECOMMENDED INSTALLATION TO - KEYSER VALLEY ALL YEN DU TRIAL PARK ACCOUNT FOR POSSIBLE WOOD SHRINKAGE VE SCRANTON, PA 18504 Builder/Dealer.. Customer. �y,OF MAs- Homecraft Modular Builders Heslmark By: Revised By: . _ Wwno ••• PBW X T TOA ios `� Dote: Eng $5 xa xws oTm 4-3-06 06-0219 4�crsTE�'•`• Scale: .Serial Checked by: pB•+. .�+� 1 4" = 1' 7925 DN 4-7-06 SECOND FLOOR PLAN s1B Mad.k Biltmore 4 Box Cape W-0-CEILING HEIGHT SECOND FLOOR - • 0b ANDERSEN 200 SERIES DEL HUNG REGISTERED ARCHITECT/ P.E. STAMP This drawing is the property of SIMPLEX and is loaned upon COPPER WATER LINE$ - condiUon that it is not to be reproduced or copied in Whole . NOT WATER BASEBOARD HEAT 34'CASING a s BASE THROUGHOUT_ APPROVED By or to port,or used for furnishing information to others.or for _ any other purpose detrimental to the Interest of SIMPLEX and -NO PAPR 2 6 2608 Will be returned upon request to SIMPLEX INDUSTRIES, INC. REVISIONS INC. KRISTEN D.CUMBERLAND 10 THIRD PARTY AGENCYS STAMP DUE TO MOISTURE CONTENT OF WOOD. SOME SHRINKAGE MAY OCCUR IN THE.FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION_ EXTERIOR FINISH INSTALLER SHOULD CONSULT THE EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. arr THIS DRAWING IS THE PROPERTY OF SIMPLEX AND IS LOANED UPON CONDITION THAT IT IS NOT TO BE n->- 'r'• sc r-r r� REPRODUCED OR COPIED IN WHOLE OR IN PART. OR USED FOR FURNISHING INFORMATION TO OTHERS. --------------------1 OR FOR ANY OTHER PURPOSE DETRIMENTAL TO THE IY-s.lt Ir-f,/r INTEREST OF SIMPLEX AND WILL BE RETURNED ' --- UPON REQUEST TO SMPLEX INDUSTRIES. INC. i IL ______________________.I I 1 ; .�. I 7Jlr!► ; � t i 1 f7 ; I - TO ' i HOER 10AeNr aaD IIa Y 1 ' 1" I ' ta;sm tiblD6 w0 T_ _� t569 PLF - x RUM mm t-)-TIP. ; J t I i APPROV ED 06 aedON EDOI6 A � 00N AN NOa1 p B Y ; —*} +TN�aan1 >; `---- t harm IIIAr 9aw A taetau Iva - - � --�-- � ; mau711 fN eDEIHD w Aa IHIarR _ I � . IAar='S i 00103011l maw cam AN MAY 3 0 ?006 ' • Ne tad mlwdx st— L. i I I I* T * +, t - - L INC. -� L ¢-- F-_ - -i ` KRISTEN D. CUMBERLAND �,� per' cp°' b TT TT TTTTTTT 1-, to Ill UAW I ' I t I :------------------- 1_ I I I I I I I I I I I ;— T T� 11111111111�1 I 1 ; 4 GENERAL NOTES: i i (+>aoeAt anoa mrr v aI antelu arm.Sr aE 11 BSA BASEIRAtT STAGE OPENING 6 OESIfx1ED r (*> T. PROVIDED NOTED ITT wdN E SINGLE SNP D LOOS (A SHNL rs I.elaet.nmrAm r/OtT Ir a• Ifr toeer rtalom./tan Teo T .�s.4=:�s!�,',,.'+ ' TO GTER TO A 8 1/4'x 9`STAIR L � ; �.?3?- IN PLLED OL WI SIMPLEX.SE SNPVET LOOSE,AND i ; ENEta1 Nat s mov awl.o ' ErAmH u[nr aluo yvD -- I -. „ t.. JOB SI INSTALLED PER LOCAL AL SEE 61f SET CREW AT THE • t 1 ; I i �t[ '`.�;� :�y�•^� �, .HOB 5dE.PER NDfX rbOE ' � •ees � ' ; � � ,_,YJ,s•3�)n -aay�J�� (## z. TREYS 4p'IEp TRm w DOtIBNE ASTERISK(^)SHIM I ' rJ _ i-----—__-_—_—________—_________________�___ L_-_' i i >:=; z - DE PROVIDED BE SINPNEX.SHIPPED LOOSE.AID T,668 PtF t ' i v�' `p _Jv}•. P ±'� O� SWALLED BY THE BUILDER AT THE JOB SITE.PER 'tiE=��'-,?!M 3 - IDEAL CODES. C 84 (###, B NE16 WITTED WIN L EDPEE THE ER SIMLL C. �'' BE PJO SITE. IV E NSTCAL C BP TIE BULOER AT i - - g 1'•-J � THE JOB SITE.PER LOCAL CODES 1 1 ' m " i �- tD lE101o 11r�t 9fA1aRL ' 1 5 rdt •t ' i I t 1. • �+ i trHtmlw Ne+arn/tYl teo : - _: a "gG. �� o (##ss)4. RE14 1101FD wT1H1 FOUR ASlER6x(•"')SETALL BE 1 ' tHpp ; • a1mllsarw>oPe.duo a .r rl ' I/r.a IAr muel Same NID -, h .. 9 Joe Si D AND LOCA CO ES OE SET CREW AT THE 1 1 B N_ ___ __- _ : 'f iagOt..aaa M a '- ✓:_:. u.�J:`.�� .�'�* JOB 4tE.PER EDri1L COOP,. YT>< ' ° ; EA, i '•�^.f; map ;aaaO9`S- S. EEMOIWS AS SKIS HERE MY wM ARD/OR y I ' 67 I ^ _________________«_______-___-_—_____-__ I I �`.; Ooo +> �TTtB(:Al OF C0/151RIIC'tIOM ONLY.N ALL CASES - - 1 ' 1 i- '3.• .- •`z =I REFER 70"OUSE ORDER AND BOOR"s)TOR I - ro.1, "T1•' WINDO OINNIRT AIA EOUE7gN Or DDDR(S7 .+NoolEs.Nc AcrwE.EErN Aw ED+DTU a agEIE. Isom roeBaa aHu aDm 6 L------------------------------------J - e- R Is THE BINDER RESPONSomm TO Elm= T IN - A WORKMAN r'7 �( Au w=m BE DONE aN-SM Br T E BIAEDFR. S �/ LIM MINER ACCORDNaZ WM NL MCI OR M ACD(M IS TO DE DOW NAPPLC THE -------------------- � 17_ ---------------------_' `' - - EnIR.ONa CODES AND REtaxiaTDlNs moos m Hai - -- ---------- - ------- - - -------------- -' MAfA1FACTURED By r.IAr r-r ram- OaE TO MOISTURE comma or TWDD.Sow - SNAWWWOE Woof CC"N TIE FACE 1wDEN a-r om SSEASCININOor THE�PA Xic;DUEAND MW VTW S,IIL E Industries Inc. COMM fwesH APPEEGRICIL FRIENDS, _ MAW NSTAUM SHOW CONULT THE BU4DERS OF OUAuW HOMES ate: TIE IaAlDaoe tEsOH 6 Hr6m ON Assam Sea EARICpE,p KEYSER VALLEY BOUSTTaAL PARK WAM lad 6 aeT 9gamm NO 9NL NOTR IISm MR OENmL DE rW WER Omm swum GE am a Sol 941iC. ACCONRQ FOR H+a59Hi WOOD 9HIIRwiAfi. SIMPLE)(BIHIYE WL Oaawa6 a TIE 10 02N1 9 THE IamKININ SMU E SCRWFON. PA ISSO4 DEMO of A um Domc R a1 ARCHIM IT RmMr)E ' AEaRAMM Or THE PABf1FMar:SUITE N MpI M 9aaIC 6 C.Sto w. M11110D 10 EE umom - Homeeraft Modulor Bllwldera fleatmMlt SUGGESTED FOUNDATION PLAN Rai"d W. 4-3-08 l-619 ° ... NIAII ATE sIB.EQ W Olalrim TrEER�m ba 1 4' 1' SO" ON 4-0�08 _ MoW! . M mlrwew6 almm A10 aeHn. B7tmlue 4 Box Cape REGWMD ARCH(T=/P.E.STAMP TWO dH' - b the progeny of SIMPLEX 04 fa TOaMd uPm1 1»n®idn UNIA a Te flat to be oast awed a Copied n.102 Pon.Or IMed IS,EIMMTrtQ HldOrrrlWk"to dth"M a IW any cam putoom do&A.w to ow Wavd of SUPLEX am d be 1'elNMW upm mW.W to SIMPLEX dbU$IRES,NC. s .. REVISIONS 10 THfD PAIET/AGENCY•S STAMP ELECTRICAL CIRCUIT SCHEDULE Illggq LEGEND C.y{' DESCRIPTION 3 N a '� 5� 3 N DESCRIPTION C rort� e�rt'cH lj � .ctt sour swra 40 BEDROOM A5(AFCI) 14-2 15 1 1 1 1 1 15 14-2 nut 39 � kola/runty 4 38 BEDROOM S4(AFCI) 14-2 15 1 1 15 14-2 GARAGE AREA 37 1� $1HQE kac 5M1fEM F 36 BEDROOM S}(AFCI) 14-2 15 1 1 1 1 1 15 14-2 SMnKE DETECTORS/NAIL 35 '1T• TMrtE ww sons` ...� 34 BEDROOM A2(AFCI) 14-2 15 1 I 1 1 15 14-2 HALL BATHROOM 33 4O dYYm—a. _ 'a} aasup I.wn rmwr 32 BEDROOM Al (AFCI) 14-2 15 1 1 15 14-2 3/4 BATH 31 30 GREAT ROOM 14-2 15 1 1 1 1 15 14-2 BR()I BATH 29 � mknc Y0°"�ucxa ralu4 - 28 GARBAGE DISPOSAL 14-2 15 1 1 15 14-2 IAUNGRY/I/2 DAR, 27 Q wxxa pcwclPk 26 GEN. LIGHTING 14-2 15 1 1 1 15 14-2 FOYER 25 E ev,mx uaxm°r rctraml 24 TRASH COMPACTOR 14-2 15 1 1 15 14-2 GEN.LIGHTING 23 +...r+ TMrM�kTrl 22 GARAGE(GFI) 12-2 20 1 1 20 12-2 WHIRLPOOL 21 ® smmz xorsE rAv 20 DINING ROOM 12-2 20 1 1 20 12-2 NOOK 19 GFI mlvuxx rux. mrAmm WP wTA R 18 BATHROOM(GFI) 12-2 20 1 1 20 12-2 EXT.RECEPTS(GFI) 17 — M,scw,wp EIFc I¢Atkm aram 16 KITCHEN(GFI) 12-2 20 1 1 20 12-2 WASHER 15 �r¢ xva 23� 14 KITCHEN(GFI) 12-2 20 1 1 20 12-2 WASHER 13 w,re r°x cpuxc rkN -- - -- , r NOOK - - ar _ is p 33 -- OG 12 DISHWASHER 12 2 20 1 1 20 12 2 WINE COOLER 11 "2. ^ID 'r __� 10 COOKTOP 12-2 20 1 1 20 12-2 REFRIGERATOR 9 8 7119 - URYER 10-3 25 Z 2 25 10-3 WATER 4TER A STATE IAPEL tOanaN J 3D - 6 e6NT. SMOE DECTOR(sMPPEO1 11 / rot BEDROOM }�1 �A � -- ------------- - i I a 3 Gye AasE ND Ns Lm e o rzRs1 J2 ' TH IL 29 / a r I I ------ _____ �J PRYER 10-3 25 2 2 40 6-3 OBL WALL OVEN _ _____ ATTIC ACCESS 22 1/2-1 30- z51i� , CM _ ELECTRICAL NOTES 4ii I J�I r I I' ___ - m UMBING NOTES �TF }E 1 t Code comp)�n t t t / NEC. 3r�e 2aT. 4Jr PL _ _ . _ 2 Elect`c M1ioo nrtl t. [- I w/Ille re9ulrements Iwf' I - I -I ;O 0+g of s 0 2F 2 f t U f rm Code. ry._Im°nvq } - J, GREAT ROOM _ v� a TI,E nea<e n e Ln baamm neanss elrol,t anon an 1 22 r-- a }DYm i YwiS Lr _ na vxcvvd BOR of tha brdarvncM1 c.< `u.av F.M 32 2�i I 301 I bats lednlnine`ea:lenient anEd 1 e J t d n i s stale NEC. a.ea ea q m a a« tr m 1fi Ate - 5, sw'lcnea and r cecptaco over counterleps re 4a Irom nM aed r na a vol O 32 L O 1 - T 13 I J dl O rd 23 1 Ioor AI olner er 11 1 are t6P warn the floor per N r<por Pa.Niwtnq Ni.«t ne.vwxe vne.e rcrt i I M M I ® r L r I 6. Boxes en cemme wo s to be o flenolc bos os R.B t I a 1 1 r 1 I J. mato etl&mounted iM1e em sery de net s lob !d o S W c I I I` I JJam�• j j I - the exter o.wa npbaaemenl `Growls ocv.... s act)n r«I not re ore Ma tar 8. Ex------ ---} terior r pl.s a e to be' tolled onplM o tort o exl °w eP «alto«nn«fays --- -- L 2y q �' Ighl-BatM1room r cepl.s enbe o seperotemGFlce eN1 s .klw I. Iv a woos.ryk.t'../4kv n»ekM.r. r I I T e n a r _J 1 9 Smoke tlelectom a anted and to be mto ed wtM1___ - n no nl°rven�lg wallie ce'ng mo u rn' I vw r t be n I r mlcn - inva«. r uwa° room« v woRr A IX- r -ap nr 26rI--------26a 10. 200 Am ica Pont` I I r HALL -— —-—' -- - p ./mom asrvme diaaonneu'a amneo.d u umbMk e.1ew rakr nits w am, ma e.w ew.wd.. Eg ------ - --- r__ ----I T L_ ; ry�2 a 1 Al.elep6co mndacmra ono eaN;pmem.anal be land o.nY e m M,;,,,,,,,,.m r e.m a '" �/•qu nt WC UasA P m I - t nalwna Y recoanizatl teat ng lobomlory oM n cembnation mtn ar PSC.anent aM.e p',4a 3z 3z. I 22�; -- --� I 3 MEDIA CTR. 30 a KITCHEN i y harr,g& pbel ng conductors one aya pmant alwn to aurtabra rot rw am/ar.nk...,nwfav.ba:m«t r I n i both the mambo and u Jv 1 ! BA j L --- J r Iz Ce mR noun` make aelaclo.a coo 14-3 e'm for I,—astedora F tl v ryl„vr... �YY 1 YYYY I I zf.a e I I I ck W.I.C. W.LG, M_ L ____ _2 I raw- t'�lj / y i __ _2 2R-L Ayg GENERAL NOTES: u,rawn r°«Ise max a I.,«Pw I i Y� I Y L^I _ 1.) SINGLE OR DOUBLE HUNG LOW-E"-VINYL WINDOWS n n .x ary al Ir to - gElpw 2.) WATER HEATER AND FURNACE INSTALLED BY OTHERS "xde'�deP=ram< t G mast�Aif ``�' 3.) HOT WATER BASEBOARD HEAT IS INSTALLED .mD-.wm a..1<.mm,yavl ant mk 9n 27 U 1 s I 25 i 25 2s A 8 'I 'I dt/AJ 8 Ia m 22 L A22 22 - y ______ r__-- _ GENERAL NOTES: --- FOYER o u,�_�, zD I I r I II 1 1. ITEMS NOTED WILL A SINGLE ASTERISK(a)SHALL BE PROVIDED BY SIMPLEX,SHIPPED LOOSE,AND 1 i. L---- - ------i J Its I/RD INSTALLED DURING THE SET BY SET CREW AT THE I ----- --- r. _ 25 JOB SITE,PER LOCAL CODES. I**I Z- ITEMS NOTED WITH A DOUBLE ASTERISK SHALL - IBE PROVIDED BY SIMPLEX SHIPPED LOOSE AND IN INSTALLED BY THE BUILDER-AT THE JOB SITE.PER I r 37 y5 "^^25 r 2DI - LOCAL CODES. ___ - coo vnxE rox{,�I oTlEks 2D 3 ITEMS NOTED WITH A TRIPLE ASTERISK(•+•)SHALL PANELIZED PORCH ROOF \ / BE PROVIDED AND INSTALLED BY THE BUILDER AT GARAGE DINING ROOM 20 THE JOB SITE,PER LOCAL CODES. p,L{1Lp¢ 4. ITEMS NOTED WITH FOUR ASTERISK(+••+)SHALL BE }A 32^ #17 ` /PROVIDED AND INSTALLED BY THE SET CREW AT THE I I I JOB SITE,PER LOCAL CODES. F\---------------------- _ ______ L 17 5. ELEVATIONS AS SHOWN HERE MAY VARY AND/OR 20 BE TYPICAL OF CONSTRUCTION ONLY,IN ALL CASES _ REFER TO HOUSE ORDER AND FLOOR PLAN(S)FOR ACTUAL QUANTITY AND LOCATION OF DOOR(S)AND WINDOWS,AND ACTUAL WIDTH AND LENGTH OF HOME. 6. IT IS THE BUILDER RESPONSIBILITY TO ENSURE - ALL WORK TO BE DONE ON-SITE BY THE BUILDER, AND/OR HIS AGENTS,IS TO BE DONE IN A WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. L______________________ d' FIRST. FLOOR ELECTRICAL PLAN ' MANUFACTURED/BYBY � NOTE: r /// ' DUE TO MOISTURE CONTENT OF WOOD,SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTHA OF THE LUMBER DUE TO NATURAL LUMBER SEASONING PROCESS AND MAY EFFECT THE IDd UStFIBS 11.c. EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES EXTERIOR FINISH MATERIAL MANUFACTURER ' - - FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK NOTE: ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE TV, PHONE JACK, PANEL BOX, LOCATIONS TO BE SCRAN70N, PA18504- DETERMINED AT A LATER DATE. Builder/Dealer: cMatamer: OF MqS„ Homecroft Modular Builders Hestmork <�':•"•"'•,"4[I Drawn By: Revised By: DAv `% PBW X DUE TO MOISTURE CONTENT OF WOOD,SOME SHRINKAGE MAY TOAwos Date: Erg _ OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL F r^ 4-3-06 06-0219 " LUMBER SEASONING PROCESS AND MAY EFFECT THE EXTERIOR C XO''rov39 0 R 4. Scale: Serial Checked b FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD v��"•�aISTCP.r� 1 q" 1' 7g25 DN 4-7 O6 _ CONSULT THE EXTERIOR FINISH MATERIAL MANUFACTURER FOR 8 - RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD ° BJtmore 4 BOX Cope ` SHRINKAGE. AI9 .Yb 6 REGISTERED AR HITECT/ P.E. STAMP This drawing is the properly of SIMPLEX old is loaned upon condition that it is not to be reproduced or copied in whole NO E:ALL BRANCH CIRCUITS SUPPLYING _ - 15 AND 20 AMPERE OUTLETS IN BEDROOMS or in part, or used for furnishing information to Others, or for ARE TO BE PROTECTED BY ARC-FAULT CIRCUR any other purpose detrimental to the interest of SIMPLEX and A INTERRUPTERS IN ACCORDANCE WITH SECTION APPROVED BY WIII be returned upon request to SIMPLEX INDUSTRIES,INC. . ..210.12 2002 NEC.INCLUDING ALL BEDROOM 'AND SMOKE DETECTOR OUTLET CIRCUITS. _ - (8R Z B8 REVISIONS THIS DRAWING IS THE PROPERTY OF SIMPLEX AND IS LOANED UPON ^ CONDITION THAT IT IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN INC. lKJ m MA PART,OR USED FOR FURNISHING INFORMATION TO OTHERS,OR FOR.ANY OTHER I V PURPOSE DETRIMENTAL TO THE INTEREST OF SIMPLEX AND.WILL BE RETURNED KRISTEN D.CUMBERLAND 2:.. UPON REQUEST 10 SIMPLEX INDUSTRIES,INC. O T - THIRD PARTY AGENCY'S STAMP LEGEND .,, � a•,A P[aTRrAnA r W go TUB /00 EN SINK [xxPr!ox.0 3 50" �EF R 5NK IT1,54�I $ P� .aF Nece /2 i��ayE Kip l �/2 onL-1 ��./ /2• . 1/2" 1/2' Ip-1/2' 1/2' srro vw.:P 1/2' > xrccarn uw,taunt .•II' 4, TYPICAL TUB TYPICAL WASHER TYPICAL KITCHEN SINK TYPICAL LAV/ KITCHEN SUPPLY SUPPLY w/ DIN SUPPLY SINK SUPPLY Q =waxr a,LnoR 3/4 +.,wa.xouu r.H 5H0,, iUBR On [[mmo rwn, mrUmuw ----- ----- p r WP � }/' •�� e4umnxP[I[c, xu,mc tumxr / \ x[L /z" t t pa�yMn¢MryUu rx. � ' N TYPICAL W.C. TYPICAL SHOWER TYPICAL TUB/ �w'3a y I SUPPLY SUPPLY SHOWER SUPPLY a sTAif i.wrL wc.nw I - Lo¢sE AND wi iA`i,oL,EaDRr(sI, .� ALLm e orr�s I 11 LEGEND _ --------' I COLD wnTER s WATER HEATER L EOUIRED VALVEG/PPING 2 1/2-.30 HOT WATER SUPPLY PIPING NI'WILDER ON SIIE BEDROOM #2 VENT PIPING TYPICAL WATER HEATER 34 Q35 - GRAN/WASTE PIPING SCHEMATIC , 4O i I r I � , TYPICAL_ .SUPPLY SCHEMATICS ----, I I BEDROOM �5 , TO 4o 34 -1ALL BATH Si 0I .TL 1 + i - I f,i3 J1 O35 oml -'- --- I 35i1 = ao I �I R ✓ -, -—- e —-—- WAKE yo IichKIKN IPo.ix�2�,�o.r1 IipNEN yNK .. 35 j L__ rnae __ ___ _ ,ao I III Y K 1 K J6 35 34 tUB �. 1 - - J5 HALL O Y35 _ T I I � t r � - wxc plw,r i.35 L i-'-""" TYPICAL TUB- TYPICAL WASHER TYPICAL LAV. TYPICAL KITCHEN SINK TYPICAL KITCHEN SINK BEDROOM #3 �s i� �� T � i DRAIN / VENT DRAIN / VENT DRAIN / VENT DRAIN / VENT w/ DW DRAIN / VENT HALL a L5 - r-- ------ FOOF 4ENT 3s - _ / IS Jli - r r 2 2 r-- sOD r �5 a� I *1 t/ Li 7/ ,of r36 I. 500 , r E v I I IJ N A< I [ , TYPICAL W.C. TYPICAL SHOWER TYPICAL TUB/SHOWER I AE�Ni 3e L i J O3s �' - DRAIN / VENT DRAIN / VENT. DRAIN / VENT S I ZFLO V. LEGEND I , a r I BEDROOM 4 -_ --- GOLD WATER SUPPLY PIPNG -_--__ HOT WATER SUPPLY PIPING T --- /3g VENT PIPING DPaN/WASTE PIPING. TYPICAL MAIN VENT / FUTURE VENT , ' 3N 130 � TYPICAL D.W.V. SCHEMATICS MANUFACTURED BY NOTE: ` DUE TO MOISTURE CONTENT OF.WOOD,SOME Inc - P ' - SHRINKAGE MAY OCCUR IN THE FACE WIDTH G/ V SECOND FLOOR ELECTRICAL �� GENERAL NOTES. OF THE LUMBER DUE TO NATURAL LUMBER SEASONING PROCESS AND MAY EFFECT THE Industries Inc. / \ EXTERIOR FINISH APPLICATION. EXTERIOR I*1 1. ITEMS NOTED WITH A SINGLE ASTERISK (•)SHALL FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES S \ / BE PROVIDED BY SIMPLEX,SHIPPED LOOSE,AND EXTERIOR FINISH MATERIAL MANUFACTURER INSTALLED DURING THE SET BY SET CREW AT THE FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK JOB SITE.PER LOCAL CODES. ACCOUNT FOR POSSIBLE WOOD SHRINKAGE SIMPLEX DRIVE r'I"k 1 2. ITEMS NOTED WITH A DOUBLE ASTERISK I-)SHALL SCRANTON, PA 18504 / PROVIDED BY SIMPLEX,SHIPPED LOOSE,AND Builder/DeOler: INSTALLED BY THE BUIUILDEE R qT THE J09 SITE,PER �p`tH OF Rig ORs 9c� H C-ft Modul.r Builders H LOCAL CODES. egtrn ark / \ g •• u' Drawn By: - Revised By: HEMS NOTED WITH A TRIPIE ASTERISK("')SHALL NO per' OqI N PBW % - /.BE PROVIDED.AND INSTALLED BY THE BUILDER AT DUE TO MOISTURE CONTENT OF WOOD,SOME SHRINKAGE MAY tom Dole. Eng THE JOB SITE,PER LOCAL CODES. OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL M.3G[ti q 4' 4 3 O6 U6-0219 .: - LUMBER SEASONING PROCESS AND MAY EFFECT THE EXTERIOR o'AB;?forsTEa�yft Scale: Serial Checked by: AI ITEMS NOTED WITH FOUR ASTERISK('•")SHALL BE FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD O • 1 4" = 1' 7925 : DN 4-7-06 - / CONSULT THE EXTERIOR FINISH MATERIAL MANUFACTURER FOR 0 . PROVIDED AND INSTALLED BY THE SET CREW AT THE RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD Model: - .. JOB SITE.PER LOCAL C00 ES SHRINKAGE. � � 6 � B Itmore 4 Box Cope 5. ELEVATIONS AS SHOW MAY VARY ANC/OR OR This loaned u on N HERE / tion t Ig the and is' e property of SIMPLEXp „ ARCHITECT/ P.E. STAMP 9 p P Y REGISTERED ARC / BE TYPICAL OF CONSTRUCTION ONLY,IN ALL CASES - Condition that it is not to be reproduced a copied in whale REFER TO HOUSE ORDER AND FLOOR PLAN(S)FOR + ACTUAL QUANTITY AND n part,Or used for furnishing information t0 others,or for _ LOCATION OF LENGTH )AND ff `�p other p 9 or WINDOWS,AND ACTUAL WIDTH AND LENGTH OF HOME A PRO♦Ci!BY ony purpose detrimental to the interest of SIMPLEX and - 6. IT IS THE BUILDER RESPONSIBILITY TO ENSURE will be returned'upon request to SIMPLEX INDUSTRIES, INC. AFR: ALL WORK TO BE DONE ON-SITE BY THE BUILDER, Z B YOOB REVISIONS ' AND/OR HIS AGENTS.IS TO BE DONE IN A WORKMAN THIS DRAWING IS THE PROPERTY OF SIMPLEX AND IS LOANED UPON - LIKE MANNER IN ACCORDANCE WITH ALI,APPLICABLE CONDITION THAT IT IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR T INC, 7 BUILDING CODES AND REGULATIONS. PART.OR USED FOR FURNISHING INFORMATION TO OTHERS.OR FOR ANY OTHER I V I " - PURPOSE DETRIMENTAL TO THE INTEREST OF SIMPLEX AND WILL BE RETURNED rKRISTEN D.CUMBE "O c • UPON REQUEST TO SIMPLEX INDUSTRIES,INC. J O 1 ' THIRD PARTY AGENCY'S STAMP DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER SEASONING PROCESS AND MAY EFFECT THE EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO " ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. THIS DRAWING IS THE PROPERTY OF SIMPLEX AND IS LOANED UPON CONDITION THAT IT IS NOT TO BE '•° REPRODUCED OR COPIED IN WHOLE OR IN PART, J OR USED FOR FURNISHING INFORMATION TO OTHERS, tm¢:�ausEP na6oaMl - mw¢Rsa - OR FOR.ANY OTHER PURPOSE DETRIMENTAL TO THE n'z" 1 1.T�'I INTEREST OF SIMPLEX AND WILL BE RETURNED Q P'I UPON REQUEST TO SIMPLEX INDUSTRIES, INC. Y se , / I , r - T SHEAR WALL FASTENING D� SHEAR SPACING ITN)' WALL TYPE SURF MATERIAL THICK ORIENT NAIL. BLKO SPECIES r--' EDOE FOLD 1 DR me 7/16 VERT Be N 12 YES SPF L__, A SEG pR me 7/16' VERI Bd 6 12 YES SPF .. I I B PRF On me, 7/16 VERT 6d a 12 YES SIT INT me 7/16' VET" ad a 12 YES SET we I I + EXT ose 7/16 VET' sro s 12 NO sPF ® C NSW IM. LYP 1/1' VERT sToad 6 12 E SPF >_ D- PRF � ose 7/16' 1,ERr ea ♦ 12 YES SPF INT me 7/,6• VENT 6d N 12 YES SPF lA J EXI(cw;mq O5R 7/15' HORZ Ed 6 12 YES SPF lu E PRF ,RI GYP 1/2' HORZ 5d ) 7 ND SFT �_ EXT OSI 7/I6' VERT - ad 1 12 Yf5 SPF . - F PRF INT am 7/16 VERT 6d 4 12 YES SPF Ezr OSB )/16. TfRT � ETD 6 11 1M SPF , I I I O NSW INT GYP 1/2' HORZ STD a 11 Im SPF EXT me 7/16- VERT Ed 4 12 YEs SPF ' ( H PRF INT me 7/16 PERT 6d N 12 'Es yr. I I II L--------------J , - - - Er ose 7/16 ID 6 1z. NO sPF I NSW INT GYP 1/2' ID 6- 12 NO 6PF J NSW Da mo 7/16' ad 6 12 NO SPF INT GYP 1/2' ad 6 12 NO w 7C-d' EXI me 7/16' ad 6 11 No SPF _ ,G, q Z a K NSW IM w 1/2' Bd D 12 NO SPF - R On Ose 7/16' ad a 12 YES SIT -m - - L PRF �T INT GYP I/3' 5a 1 7 NO SPF EXT ma 7/16' Ed a 12 YES SPf I I M PRF INT mo 7/,6 -jjj 6d N 12 YES SPF I I I I _______� FXI OSB 7/16' VERT EM a 11 YES SPF �______________________„ F_______________ N- PRF INT me 7/16 fid N. -12 YES SIT a .. � is-s• L - .. lel NOTE: MANUFACTURED BY J.61 7Au - 7 7 ` DUE TO MOISTURE CONTENT OF WOOD,SOME / Y 1 SHRINKAGE MAY OCCUR NI THE FACE WIDTH �/. OF THE LUMBER DUE TO NATURAL LUMBER SEASONING PROCESS AND MAY EFFECT THE Industries Inc. DnRNOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES EXTERIOR FINISH MATERIAL MANUFACTURER GENERAL NOTES: FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK _ \ - ACCOUNT FOR POSSIBLE WOOD SHRINKAGE SIMPLEX DRIVE 1. ITEMS NOTED WITH A SINGLE ASTERISK(•)SHALL SCRANTON, PA 18504 BE PROVIDED BY SIMPLEX,SHIPPED LOOSE,AND INSTALLED DURING THE SET BY SET CREW AT THE Builder/Dealer Customer. JOB SITE.PER LOCAL CODES. tW Of dOq Homecraft Modular Builders Heslmark 2..ITEMS NOTED WITH A DOUBLE ASTERISK I-)SHALL 3•"p•; ""••SS'�p= O By: RXvised By: BE PROVIDED BY SIMPLEX.SHIPPED LOOSE.AND o oAYID p Data: Eng - .. INSTALLED BY THE BUILDER AT THE JOB SITE.PER LOCAL CODES. Tpypps =w 4-3-06 06-0219 . . Na x-p Scale: SerialChecked by:3. ITEMS NOTED WITH A TRIPLE ASTERISK(•••)SHALL v�'�Fa75TEv 1 4• = 1' 79257 h-4-7-06 BE PROVIDED AND INSTALLED BY THE BUILDER AT Model: THE JOB SITE.PER LOCAL CODES. ¢¢7,(� Billmore 4 Box Cape ITEMS NOTED WITH FOUR ASTERISK(••••)SHALL BE REGISTERED ARCHITE T/ .E.STAMP This drawing Is the property of SIMPLE(and is loaned upon T ` - PROVIDED AND INSTALLED BY THE SET CREW AT THE condition that it is not to be reproduced or copied in whole JOB SITE.PER LOCAL CODES. - or in part,or used for fumishing information to others.or for ' 5. ELEVATIONS AS SHOWN HERE MAY VARY AND/OR APPROVED BY any other purpose detrimental to the interest of SIMPLEX and _ BE TYPICAL OF CONSTRUCTION ONLY.IN ALL CASES will be returned Upon request to SIMPLEX INDUSTRIES, INC. REFER TO HOUSE ORDER AND FLOOR PLAN(S)FOR APR Z B�IU9 ACTUAL GUANT AND LOCATION OF DOOR($)AND REVISIONS RY • • WINDOWS.AND ACTUAL WIDTH AND LENGTH OF HOME. A I C- Q 6. IT IS THE BUILDER RESPONSIBILITY TO ENSURE KRISTEN D.CUMBERLAND V r + ALL WORK TO 13E DONE ON-SrrE E Y THE BUILDER. S AND/OR HIS AGENTS.IS TO BE DONE IN A WORKMAN 0 LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE ` _� - BUILDING CODES AND REGULATIONS. THIRD PARTY AGENCY'S STAMP - lAsrzN 1aV SNGTHK rat c,eu rND wx[ONiwNa USwc ea - -. - - CoIaUN 11/Ae M.'O.0 M VMKI a]Li5(LtSI muss AK Al - -k. rASCw IIOMe) � n _ 1 RIDGE FASTENING CALCULATIONS (FROM TABLE A 3 5 3 SA OF WFCM 2001 SBC EDITION) ROOF PITCH 7:12— 12:12, 16" O.C. RAFTER SPACING, MULTIPLIER (1.33) 1 I I 181 x 1.33 = 240.73 PLF REQUIRED CAPACITY OF RIDGE CONNECTION I I I I TRY A SIMPSON LSTA9 STRAP TIE I I I I FROM THE SIMPSON CATALOG PAGE 155: 555 x .86 (SPF FACTOR) = 477.3 I I I 1 (1) "SIMPSON LSTA 9 FASTENED W/ (8) 10d NAILS EACH END -O.K." 15 ASPHALT R R WIG T I I E I I PAPER FASTENED PER EMFG. I' I I I I INSTRUCTIONS Mr•3R1 LSrb 511UP/ASrENm M/ I I I 1 v.�srExw_o un°fn M n �eI is was acK oa Ai.ua sraw I I I I aaa xcMKD rAsmNa raanMcvEHm _ - 1 I �lAs o K�"(s� m fear I»xrrtRs Ar re•oc. 1 (si ea�w�ns iKro nArzs • '1 I I I I •,rAa;nsmA°FRMroI `'��• D n - _ - I I isv sec EIx1De oc I I IN ee coKKx was t)N.N.:-, 1 w1 saa T1e A�-m et I.% uea nNsil tx7 Exe tsw Fx) I I 1 1 •s�atr7 sTUDs 30 YEAR FIBERGLASS SHINGLES ISTD.). I I I I OR 3aYR.ARCHITECTURAL SHINGLES (OPT.),FASTENED W/1 1/4-GatV.ROOFING NAILS(4 EACH)(1)NAIL IN Y I I I I Dx10 few Fx)ftaox.tiers - - FROM EACH I I _ WITH A TOLERANCE OF-O COR INTERMEDIATE MANUFACTURES SPECIFICATgNS. )i-CDX PLWOOD ROOF SHEATHING- I I I I Fe x J'aaao soWp nswuol (NOTE:NO FASTENERS IN TAR STRIP) REFERENCE THE WOOD FRAME !. ( ( e•p°V MO JOm'e SHINGLES TO BE FASTENED TO AND CONSTRUCTION MANUAL(R ONE __ __ __ __ __ __ ___ __ I ROOF DECKING USING(6)1 1/4- WIND EDITION) ABLE 3.10 1 SBC HIGH TWO-FAMILY OWEL11NG5 2a0 T 1 I GALV.ROOF NABS-(1)NAIL 1'IN - �� / TYPICAL DROP—IN DORMER HIGH WIND FASTENING DETAILS FROM EACH END,(1)NAIL 10 1/2'IN r�Tu Pav (11�5.qp�» FROM EACH END AND(1)NAIL 13 1/Y 1 rAsrp/eooi sl�,»K(, a�EOWOM K.�AT le,a Mc,�T1piDDKe:1s,9 - TYPICAL ROOF COVERING DETAIL d ee wMMMI was M e•as M sae.Ar PNaE EDaFe wm rr M rr+n rma ./ea caKMox KYS s•nc AT NOTE: FASTENING PER CALCULATION DONE TO,ASCE7-98 IH FROM EACH ENO(FOR HIGH WIND) FiTaL r�na DµOrsro",a.°LaaomK"rz - - ."N0.,Kaimo wR i a"s UNLESS NOTED .OTHERWISE. - TYPICAL ROOF SHEATHING FASTENING DETAIL USE MINIMUM OF 7/16-.O.S.B. NO ALL TABLES AND FASTENERS THAT ARE REFERENCED THROUGHOUT ARE FROM THE'WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMLY DWELLINGS'(1995 SBC HIGH WIND EDITION) ter! � w�..Z . 2x4 TRUSS WEB MEMB - »�.., \ ®Mr 1 6 A 4 TRUSS WEB 1.4 COt�T.NAILE MEM - \ / waer.X,ro�ui m w W / DOUBLE 1 1/2"x 26 GA. # 18" r2o�', ,� STRAPS FASTENED w/(9)J USS HANGER NAILS THRU STRAP INTO CHORD 2x10/BEAM ffi (9)JOIST HANGER NAILS THRU STRAPS INTO STUDS`-, r (TYPICAL AT EACH TRUSS) mwl��w��etix ___^_� ,�- br 'G! _ --__-.- _ vwD..w m.wwsMru � l ��✓ rw-o® / .w w � . 11aDM.lame ` a m, i ,m•u/ V/ - p3J /i �.pwlas sa»u.m�m \I tl // \ ♦vows i _ »o.ew ®w - 1 WR MALL C[Iaa1 N1Dr5 REYWKD YnINo. \ �u»wr / noon GInoEM —ATwIEKa M \ / \ a'r'o,wu •�e'a.a IN arrMEwBE= GENERAL NOTES: '. 1. ITEMS NOTED WITH A SINGLE ASTERISK(•)SHALL E [xo Gem y9 7=- ox SNFR a ar e / \ tl o...m . a ,� � - BE PROVIDED BY SIMPLIX,$HIPPO LOOSE.ANpMANUFACTURED BY / ,m •rm su (••)IaTw,E swv \ INSTALLED DURING THE SET BY SET CREW AT THE\ qi rwo ®�M� // ioDSE lv.0 n/oa 1wu M P D.e \ JOB$RE,PER LOUL CODES. DUENOT gwgx / 1�. D¢.0 iYoc rnva[wr[(•^•7 \ / \°' �Iw ww �� if / - \ DUE TO MOISTURE CONTENT E WOOD,SOME \i woww� Mm Meew a a \ - ** 2. ITEMS NOTED WITH A DOUBLE ASTERISK(••)SHALL SHRINKAGE MAY OCCUR IN THE FACE WIDTH \ w2 NG B[TMFFM r1a w1Fw1 / a��y� I u BE PROVIDED BY SIMPLE%,SHIPPED LOOSE,AND OF THE LUMBER DUE TO NATURAL LUMBER werD ro �» ownewe-I ( c3uooun ro I\ •"'`w^^e ms o — LOCAL CODES. SEASONING PROCESS AND NAY E E TINEINSTALLED BY THE BUILDER AT THE JOB SITE,PER \ A�D test[De IiReCED wAu uaEs q1 rAa1 i Vn.r e.•r m N e Ny \ :e v� _ / FINISH IZ FINISH APPLICATION.CO ULTTHE EXTERIOR 5 E of M wrz waL \ / *** EXTERIOR FINISH MAATEERI�LL MANUFACTURER BUILDERS OF QUALITY HOMES \ ,,,. w,•,r,x rz„w �AsR1=M' ( ) }. ITEMS NOTED WITH A TRIPLE ASTERISK SHALL KEYSER VALLEY INDUSTRIAL PARK \ i _ wwm FOR ACCRECOUNT FO POSDEDSIBLE BLEINS WOOD i0 r•_L �M •"eO• PROVIDEDAccouNr FOR PossIBLE wooD SHRINKAGE SIMPLEX ERNE THE JOB SRE PER LOCAL CODES. BUILDER A7 PA.18504 SCRAN70N RENTS NOTED WITH FOUR ASTERISK W) BE .»""oww"� E""�' m3 ` /PROVIDED AND INSTALLED BY THE SET CREW THE AT THE Bolder/Dealer: Customer: JOB SITE,PER LOCAL CODES. 1W OF Nqf„ Homecraft Modular Binders Hestmark rr' p •DAoas•,yn DP13W By: Revised By: ryw - S. ELEVATIONS AS SHOWN MERE MAY VARY AND/OR �.' yG PBW X --�I'-I BE TYPICAL OF CONSTRUCTION ONLY,IN ALL CASES n '(REF.TABLE 3.IA OF THE WFCM 1993 SBC EDITION) REFER TO HOUSE ORDER AND FLOOR PLANS FOR (J TDMPOe T D4- E06 1/2"OIA.ANCHOR BOLT$SPACED 12"FROM CORNERS ACTUAL QUANTITY AND LOCATION OF DOOR(S))AND •a II>,tDeT! 3 w 4-3-06 06-0219 AND 15'O.C.IN BETWEEN.A MINIMUM OF ONE ANCHOR WINDOWS,AND ACTUAL WIDTH AND LENGTH OF HOME. ''Ae. P•"It a Seale: Serial Cher*ed by' BOLT SHALL BE PROVIDED WTTHIN 6 70 12 INCHES OF .eTE.• C' N A 792$ ON 4-7-06 '"• EACH ENO PLATE.ANCHOR BOLTS SHALL HAVE A C` 6� 8. R IS THE BUILDER RESPONSIBILITY TO ENSURE Model. MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE ALL WORK TO BE DONE ON-ERE BY THE BUILDER, BiILTOre 4 Box Cape FOUNDATIONS OR 15 INCHES IN MASNRY BLOCK PARTIAL CROSS SECTION. FOUNDATIONS.(REF.SECTION 3.2.1.7 OF THE WPCM - AND/OR HIS AGENTS,IS TO BE DONE IN A WORKMAN ¢ b This drawing is the property of SIMPLEX and is loaned upon 1995 SBC EDRION). LIKE OR IN ACCORDANCE WITH ALL APPLICABLE REGISTERED ARC RE T/ P.E. STAMP +CNL: R BUILDING CODES AND REGULATIONS. Condition that it Is not to be reproduced or copied In whole or in port,or used far furnishing information to others, or for any other purpose detrimental to the interest of SIMPLEX and APPROVED BY N 7 win be returned upon request to SIMPLEX INDUSTRIES,INC. DUE TO MOISTURE CONTENT OF WOOD,SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER SEASONING PROCESS AND MAY EFFECT THE EXTERIOR THIS DRAWING IS THE PROPERTY OF SIMPLEX AND IS LOANED UPON APR Z 6 YODd REVISIONS A FINISH APPL ICATION. EXTERIOR FINISH INSTALLER SHOULD CONDITION THAT IT IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN - CONSULT THE EXTERIOR FINISH MATERIAL UMUFACTURER FOR. PART,OR USED FOR FURNISHING INFORMATION i0 OTHERS,OR FOR ANY OTHER Y ® II\JC, - PURPOSE DETRIMENTAL TO THE INTEREST OF SIMPLEX AND WILL BE RETURNED RECOMMENDED INSTALLATION TO ACCOUNT FOR POSS18LE WOOD KRISTEN D.CUMBERLAND 10 SHRINKAGE. UPON REOUESi TO SIMPLE(INDUSTRIES,INC. - THIRD PARTY AGENCY'S STAMP :.. GENERAL NOTES: _ F � 1. FLOORS ARE DESIGNED AS FOLLOWS: RANCHES, CAPES, & FIRST FLOORS 1 " OF TWO STORIES: 40 PSF L.L., 10 PSF D.L. B.—O. TYP. a'—a' P. 8'-0" TYP. FE q . F SECOND FLOORS OF TWO STORIES: 30 PSF L.L., 10 PSF 10 L.L. EXTERIOR WALL RIM JOIST 2. FLOOR JOISTS ARE TO BE 2x8 OR 2x10 (SPF #2) 0 16" O.C. 3. RIM JOISTS ARE TO BE2x8 OR 2x10 (SPF #2) ` • - 4. MATE WALL CENTER GIRDER ARE TO BE 2x8, 2x10 OR 2xl2 (SPF #2) W/ 3/4" PLYWOOD FILLER. 5. FLOOR DECKING TO BE EITHER 3/4"-OSB OR 3/4" FIR PLYWOOD. • - - SINGLE LAYER FLOOR DECKING TO BE "STURD—I—FLOOR". 6. MAX WALL HEIGHT IS 9'-0" 0 Via, ° ux� Bd NAILS 6"O.C. ® EDGES & 12" O.C. � � - MwERKE,aE INTERMEDIATE (TYP.) (NOTE: A 3/8" BEAD o,n!ER°"""! OF ADHESIVE IS APPLIED TO THE JOIST B '"E�hwaE .. •i'mR�u a°"BiREw ww°EiE°s,TO° BEFORE LAYING THE DECKING DOW "I - arQ& . a . %,pro. M.E"°usawi H T— am noox eN� ' LiTYPICAL STRAPPING DETAIL AT GABLE END FLOOR BANDS MATE WALL L FLOOR JOISTS ALT._PERIMETER DETAILEND MATE WALL .AREA (2ND -FL. ALSO FLOOR JOISTS DOUBLE JOISTS TYPICAL FLOOR FRAMING / PLYWOOD DECKING -DETAIL . - METAL JOIST HANGER FASTENED WITH NAILS (TYP.) 2X8(SPF#2) OR 2X10(SPF#2) FLOOR JOIST (3) 16D NAIL` SIMPSON MMLU26 MIN FASTENED WITH (8) 8d x. 1/2" PER CONNECTION- `�:a.i - NAILS TO THE CENTER GIRDER .AND (2) 8d x 1 1/2" NAILS TO THE ````' r - - JOIST OR EQUAL. - PIPE COL. O OVER SPLICE TYPICAL FLOOR CUTOUT F O TYPICAL RIM JOIST TO JOIST CONNECTION e STANDARD 2X8 OR 2X10 FLOOR JOIST DETAIL ( 0 MATING WALL ) 2XS(SPF#2) OR 2X10(SPF#2) 2X8(SPF#2) OR 2X10(SPF#2) FLOOR JOIST 2X8(SPF#2) OR 2X10(SPF#2) FLOOR JOIS .131 X 3 1/4" POWER NAILS NOTE, 2X8 (SPF #2) OR 2X10 (SPF 2 MATE - INTO 2X8 JOISTS AND (5) .131 X 3 1/4" POWER NAILS INTO ALL TABLES THAT ARE REFERENCED THROUGHOUT ARE WALL GIRDER W/=NO FILLER, 1�2 FILLER x (SPF#2) BRIDGING � � - FROM THE'WOOD FRAME CONSTRUCTION MANUAL FOR ONE- OR 3/4" FILLER (2) 8d NAILS2 X 10 JOISTS TOED (EACH END) fq2 AND TWO-FAMILY DWEWN(i3'(1896 3BC HIGH WWD EDITION) SIMPSON MMLU26 MIN SPLICE IST FASTENED WITH (8) 8d x 1/2" NAILS TO THE CENTER GIRDER PIPE COL. AND (2) 8d x 1 1/2" NAILS TO THE, OVER SPLICE JOIST OR EQUAL STANDARD 2X8 / 2 X10 MATE WALL GIRDER Oo BRIDGING DETAIL c 2X8 OR 2X10 CENTER GIRDER DETAILS MANUFACTURED BY ( 0 MATING WALL ) NOTE U - - DUE TO MOISTURE CONTENT OF WOOD,SOME �� 20 16D NAILS IR CT ® SPLICE F�' GENERAL NOTES, SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF 7HE LUMBER DUE 70 NATURAL LUMBER �� . - (*) ,. Inus nmEo xTm A snuTs Asrwsx(•)swu SEASONING PROCESS AND MAY EFFECT THE Industries Inc.IT C. vRONOEs er sw0.oc smvm E—E,— EXTERIOR FINISH APPLICATION. EXTERIOR ' AUEo ocMNc THE sET ei sn a—•.IE .FINISH INSTALLER rn SHOULD CONSULT THE BUILDERS OF QUALITY HOMES • sm,rEs uxx wogs. EXTERIOR FINISH MATERIAL MANUFACTURER ••'• _ _ HOLES BORED IN JOIST (**)z „E„s„mEB RTm A BuaE As,Elmx I„I swl FOR RECOMMENDED INSTALLATION To KEYSER VALLEY INDUSTRIAL PARK RROM°E�Br SB,RA sWPPED EOSlE.,wp ACCOUNT FOR POSSIBLE WOOD SHRINKAGE SIMPLEX DRIVE 16D NAILS 32"O.C. OR RIM MEMBER SHALL nE euaoER!T LE .sac Rm SCRANTON, PA 18504 STAGERED NOT EXCEED ONE THIRD EOGLL<afXl THE MEMBER'S DEPTH IN (***) nxu µo TxE atma[n A7swu Builder/Dealer, Customer. DIAMETER ' ra JOB snE.Rw—C a OF AT Homecraft Modular Builders Hestmork —R:E— .N 4 Drawn _ s**r • L.»I swu BE 4P��,,.•.....�'`wp �': Revised Sy: TYPICAL DRILLED FLOOR JOIST DETAIL `"°�`°"""!"`°" nE=E Rar" y PBW X TYPICAL RIM. JOIST SPLICE DETAIL O �=rtE �Ruxx°°°� 'M Da:e: Eng O • S. EEFM1Ian5.ES!"BBn,ERE wY V1RI M9/di 9_. MRa! F". q_3_06 06-0219 BE TMrH R caI151R1KneH ONEY,In NL CASfS X fj RFSER TO IXNlE al R In0 RWR PMn(a)rM q 3Di29 r" Scale: Serial Checked by. auMm,uns uxArroR a BwR(s).ns o fc s,eat' .,t N A 7925 )N 4-7-06 . _ nv+soxs uo.cnuE wmn•xo uxmR or n°E¢ O Model: E :.a na se—Ie—saur,ro ExsuRE Billmore 4 Box Cape n1 m eE est8 d�SRE er nE 9RLMI, . - uKE/uupeu w im•RewM�c°E�im„agi :vvu E �' This drawing is the property p UKE I VI N uro r¢cuuTaR I - REGISTERED ARCH CT/P.E. STAMP P party of SIMPLEX and is boned upon condition that it Is not to be reproduced or copied in whole $ - or in part,or used for furnishing information to others,or for ri9IE: APPROVED BY will other atom Bose detrimental to the Interest of SIMPLEX and WE TO MOISTURE CONTENT OF WOOD,SOME SHRINKAGE MAY APB 2 6 Me Pon request to SIMPLEX MDUSTRIES.INC. OCCUR IN THE FACE MOTH OF THE LUMBER DUE TO NATURAL 7H15 DRAWING IS THE PROPERTY OF SIMPLEX AND IS LOANED UPON REVISIONS ` - LUMBER SEASONING PROCESS AND MAY EFFECT THE EXTERIOR • CONDITION THAT If IS NOT TO BE REPRODUCED OR LOANED D IN WHO OR IN FNISH APPLICATION. EXTERIOR MFINISHATER INSTALLER SHOULD PART,OR USED FOR FURNISHING INFORMATION TO OTHERS,OR FOR ANY OTHER INAINC. 10 CONSULT DE EXTERIOR FINISH MATERIAL MANUFACTURER WO PURPOSE DETRIMENTAL TO THE INTEREST OF SIMPLEX AND WILL BE RETURNED RECOMMENDED INSTALLATION TO ACCOUNT FOR POSSIBLE WOOD !(RISTEN D.CUMBERLAND SHRINKAGE UPON REQUEST TO SIMPLEX INDUSTRIES,INC. J O ' THIRD PARTY AGENCY'S STAMP 1