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0051 CONNERS ROAD
��� ��� � � _ a ., ,.. _ , �.. ... _ � � �. < .. a :, n - �� _ . v :. - ., .. - �, � �. o 'a.. :. � .. - ., �. - , ,� � ... � r � .. r � v� � v _ y .. ' - �.. .: .. - �. �. ... *. ., -� - .. _ .. �. ;- .. ,. _ .. _ ,� � .. ( :, � ,.„ a c � .. -. � .. .� � '- .�. .. ... .. c �, w c �' .'. Y. .. -e -- �. a .. _ � , yr �.� +... �. - 5 ,. _ - .. '�.U �.�. .. .' ;. ,. -. � :. .. ._ ., � - a _ _ _ r ,;' a' � ` �,. � � ��� r ,. .:� I, � � v., � �. _. .� �. y �`� ry - ..' � _ c .. .. � �.. +: :,r, � - .. �. a y; ... .. r c. __ 4_ . .. i � � .. t.. �Y � 1- i. r � c � .: .. .. ., , - N ,. s ,' _ a. ., _ .. .9 r �, ,.. >' _ .. ., < _ ., ., _ o . ., �,.. _ .. ..�. � -.. xn, � _ r • ,r ,. � ,- .. .; .. .. .. n: � � ^+ 's ,.. ::.� y.. ,. .. -.. s .. - .. .. :, �. a .. . � .. 6 � .. o I M .i � � .. � P p n t cF o� 31231�6 PO G t CONCRETE �O FOUNDATION TOF 74.85 O T� EXISTING GARAGE o° LOT AREA 17,187f SF EXISTING SEPTIC i 0 OF. FO yF� OJ r DCE #15-222 AS BUILT FOUNDATION PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION ; 51 CONNORS ROAD PREPARED FOR: CENTERVILLE, MASS. SALEM FIVE BANK SCALE 1 = 30 DATE FEBRUARY 4, 2016 REFERENCE : DEED BK 29325 PG. 70 n'I/M DAMES TUEPKER ASSESS. MAP 251 PCL. 28 1 HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE (H OF MgSs9C GROUND AS SHOWN HEREON. o`' DANIEL yes A. a o OJALA N off 505-362-4541 q No.40980 fox 506 362-9660 P q FED \oa� down cape engineering, Inc. Cl VIL ENGINEERS LAND SURVEYORS DATE REG. LAND SURVEYOR 939 Main Street — YARMOUTHPORT, MASS. Town of Barnstable lilldlil wuv�rwr� Post This Card So`That it is Vi' Ible'0roM the Street-Approved Plans Must be;Retamed on Job and this Card;Must be Kept Posted UntiLFinal Inspection Has Been Made s = � R Where a Certificate''of Occupancy is Required,s ch Building shall Notbe Occupied u'�ntil a?Final Inspection'has beenrr>lade° : . Permit .h. Permit No. B-19-3797 Applicant Name: Stephen J Spengler Approvals Date Issued: 12/23/2019 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 06/23/2020 Foundation: Location: 51 CONNERS ROAD,CENTERVILLE Map/Lot: 251-028 Zoning District: RD-1 Sheathing: Owner on Record: TUEPKER,JAMES N& BONNIE L - ''Cod actor'Name:��STEPHEN J SPENGLER, Framing: 1 Address: 51 CONNERS ROAD Contractor°Licenses CS 071546 2 CENTERVILLE, MA 02632 _ � Est Project Cost: $4,928.00 Chimney: I Description: Installation of roof mounted photovoltaic solar.systems 11`.2 Kw 35 PermifcFee: $85.00 Panels Insulation: Fee Paid:; $85.00 Project Review Req: Date 12/23/2019 Final: ZO _41 � L/ y_ Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after OR it Off�C�a Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which-this permit has been granted. All construction,alterations and changes of use of any building and structures;shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspect o'n for the entire duration of the work until the completion of the same. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the,Building.and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing / Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MG c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 00 t ,.� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 6/ Map Parcel 013 'VN OF BARNSTABL Application # Health Division Date Issued Q Conservation Division All Application Feer� /&) Z 2s. Planning Dept. Permit Fee {:;,;fir; r DD G e Date Definitive Plan Approved by Planning Board A . Historic - OKH _ Preservation/ Hyannis Project Street Address C_ PA n° Village . P. NIP Owner o d r►� T� Cali F��ddress hn � � _� n� Telephone Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed ( Total new ;M Zoning District Flood Plain Groundwater Overlay Project Valuation 6Mconstruction Type 1 t rAt i QLot Size D- l S` Grandfathered: dyes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ® No Basement Type: dFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)�io of SOFT Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new 3 0M Total Room Count (not including baths): existing new First Floor Room Count 3 Heat Type and Fuel: dGas ❑ Oil ❑ Electric ❑ Other Central Air: dYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes YNo Detached garage: 6( existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of AppealsAuthorization ❑ Appeal # Recorded ❑ ❑ / Commercial Yes 0� No If yes, site plan review # Current Use e 4(1, Proposed Use S1 r6 , APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number ' 1/ � CS9q!ay1 Address � � � � 1���`�) License # 0 ,� , 03", . .. N\` A Home Improvement Contractor# ' C orA Email R M f-R1 CXAAor er's Compensation # C `' 30 1 p h, ALL CONSTRUCTI N DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO LS iq' Y` al>, SIGNATURE_ �_��- DATE FOR OFFICIAL USE ONLY APPLICATION# l DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ` DATE OF INSPECTION: , FOUNDATION AWn i lo- FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Tay Town of Barnstable x o� ` Regulatory Services t Richard V.Scali,Director ram'` Building Division Tom Perry,Building Commissioner : 200 Main Street HyamLis,MA 02601 www.town-barnstable�ma_ns " Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must _ Complete and Sign This Section If Us rna A Builder I, ►'1 n ► Te-f Pac .6,7- �6(M, M�s Owner of the subject property hereby authorize E d ,,_„ 6 c ,.9 e-r S to act on my behalf, in all matters relative to work authorized bythis building permit application for. (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be Billed or uiiized before fence is installed and all final inspections.are performed and accepted. ;` ig33atu6 of Owner Signature of Applicant r--IN (� , C?�1/I LF I , c. ter,5�ai 5 t� Pant Name Print Name Dare QF0RM5:0WNERPERMMSI0Ie00 S rqy Town of Barnstable o� ` Regulatory Services t F pXAMR Richard V.Scab,Director Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 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 (-401ft1dWalas Owner of the subject property hereby authorize r-D�-�,�• to act on my behalf, in all matters relative to work authorized b7this binding permit application for- (Address of Job) `Pool fences and alarms are the responsibility of the applicant. Pools are not to be fled or utilized before fence is installed and all final inspections.are performed and accepted. '.gnature oKCvmr Signature of Applicant (gy p-V i C 'j'�e PYc (AIMIWSI� Print Name Print Name Date . QF0PMS:0WXERPERtISSI0NP00LS- ray Town of Barnstable Regnlatory Services 9 MASS Richard v.Scali,Director, Building Division TomPerry,Building,Commissioner 200 Main Sheet;Hyannis,MA 02601 www.town barnstable maxs Office: 508-862-4038 Fax: 508-790-6230 1 Property Owner Must Complete and Sign This Section If Using A Builder I, .�P,w�es ���c_ Tv�Prgc.` ;as Owner of the subject property- hereby authorize to act on my behalf, in all matters relative to work authorized b7this binding permit application for. 5 i Ceyvw�rLS lZl? CSE�(cYLy�C LC r,•9 (Address of Job) Pool fences and ala2ms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is'installed and all final inspections.are perfonmed and accepted_ Signature of Owner Signature.of Applicant ame Print Name Date . QF0nss:0WbM2nu,1ss102e00rs . oFrti Town of Barnstable o� ` Regulatory Services F F rV A 5M $ Richard V.Scali,Director A6. Building Division Tom Perry,Building Commissioner 200 Main Street;Hyan is,MA 02601 www.towmb arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property- to act on my behalf, in all matters relative to work authorized bythis building permit application for: irl (Address of Job) "Pool fences and alarms are the responsIilityof the applicant. Pools are not to be fUled or utilized before fence is installed and all final inspections.are performed and accepted_ 4t�u o Owner Signature of Applira.nt Q � m5 not Name Print Name Dare . Q:R0RMS:0W1 ERFEPMMSI0Ie00LS - d Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Cotaetor Registration Registration: 168083 1 i �? Type:: Corporation 4 __Expiration'. 12/10/2016 Tr# _259964 ALL AMERICAN MODULAR INC. EDWIN BOWERS ` 34 BLACKTHORN CIRLCE 4 3r ,i EAST FALMOUTH MA 02536 date Address and return card.Mark reason for change. `—SCA 1 ip 20M•05/11 Address ❑ ReneVval ❑ Employment Lost Card. � / Vh6�0077//7Z042C O�.�%!/GCGOQ2C?L000�b - .. "!' Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: UVIgistration: ci168083 Type: Office of Consumer Affairs and,.Business Regulation piration 12L1Q>2Q16 Co o tion 10 Park Plaza-Suite 5170 Boston,MA 0211b ALLAMERICAN MOIDI.LAYING EDWIN BOWERS r _ - 34 BLACKTHORN Cl EAST FALMOUTH,MA 02536 Undersecretary Not valid without signature A*k—, � I CSL-License.bmp Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-081231 Construction Supervisor EDWIN E BOWERS` 34 BLACKTHORUClRC7 EAST FALMOUT►I M, 0, 55 s O` nyb,; JI'ie11`� 1�=/�►^^^ l� Expiration: Commissioner 4 09/13/2017 09-23-'15 11 :18 FROM- T-778 P0001/0001 F-103 . A�AI�a CERTIFICATE OF LIABILITY INSURANCE DATE(MM�`23/15) 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, MEND OR ALTER THE COVERAGE AFFORDED 13Y 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 tD the certificate holder in lieu of such endorsemen $). PRODUCER CONTACT Legacy Insurance Agency Group, PHari� m ria,aZuteidasa le ac insurance rou .com � t50t3) 295-1315 (508) 295-6730 213 Main Straw gpoRE9s; Wareham r MA 02571 INSUI� $AFFOROINC�COVERAGE NAiOII :.. ........... ..._. INSURSRA;Essex Ins 'Co. INS URED INSURER B!AIM Mu al All American Modular Inc INsuRERc: Ed & Lisa. Bowers I e 34 Blackthorn Circle ER E IM R : East Falmouth, MA, 02536 INSU URER COVERAGES CERTIFICATE NUMBER. REVISION NUMBER: THIS IS To CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE IN"80 NAMED ABO E FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUM POLICIES.LIMITS SHOWN MAY HAVE BEEN REDLrED BY PAID CLAIMS. IN$R DDL UBR PM(f..y MMfDG'YYYY LIMITSV LTR TYPE Of INSURANCE Iry wvn POLICY NUMBER GENERALLIABILIW 3DX1163 12/14/1d 12/14/1$ EACHOCCURRENCE $ 1 Q0Q 000 X COMMERCIAL GENERAL LIABILITY c , 50,000 DAMAGE TOFRENTED "A $ CLAIMS-MADE a]OOCUR MED EXP(Aryoneperson) $ PERSON4L&ADVIWURY_ $ GENERAL AGGREGATE $ 2 ,000,000 GEN'L AGGREGATE LIMIT APPLES PHR PRODUCES-COMP/OPAGG S POLICY f7 P"eT LOC $ AUTOMOBILE LIASIUTY COMB Ea aocident) ANYAUTO 20DILY INJURY(Per person) 14 A OWPED SCHEDUL=D AUTOS auros BODILY INJURY Peraceldeht) $ Pn� E GEacoHIREDAUTOS NON-OWNED S $ UMBRELJ11LW8 40MUR EACH OCCURRENCE $ EXCESS IAB CLAIMS-MADE AGGREGATE $ QED RETENTION 5 $ B MRKERSCOW814SATION AWC7022093012014 12/13/14 12/13/15 X WCSTATu- OTH- AND EMPLOYERS'LIABILITY YINTARVi ANYPROPRIETOMPARTNENEXECUYIVB E.L.EACH ACODENT 100,000 OFFICE RMIEMBEREXCLUDEO7 NIA (Mandatory In NH) E.L.DI LOYEE S 1001000 DESCRIPTION under OPERATIONS below E.L.DISEASE POLICY LIMIT $ 500,000 CESCRIPTION OFOPERATIONS!LOCATIONS/VEHICLES(Af Ach ACORD 101,Addifienal aermirks Schedule,if mate ap oe its mg4red) Edwin Bowers and Lisa Bowers, as officers of the corporation are excluded from Workers CompaftsaUon coverage RE: 51 Connors Rd, , Barnstable, NA CERTIFICATE HOLDER CANCELLATION (i& 'fi r?'.filOr SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. Building Dept Barnstable, MA AUTHORIZED REPRESENTATIVE 019$$2010ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The AACORD name and logo are registered marks of ACQRD Phone: Fax: (508) 190-6230 E-Mail., ' a I he Uommonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Roston, ILIA 02111 www.mass.gov/dsa Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): All American Modular Inc. ( Edwin Bowers) Address: 34 Blackthorn Circle City/State/Zip: Falmouth MA 02536 'Phone #:. (508) 563-7660 Are you an employer?Check the appropriate box: Type of project(required): 1.® I am a employer with 4 4. ❑ I am a general contractorand I 6. ❑New construction employees(full and/or part-time).' have hiredthe sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. Remodeling ship ship and have no employees These sub-contractors have S. ©Demolition working for in any capacity. workers' comp.:insurance. 9. ❑Building addition .[No workers' comp. insurance 5. ❑ We are a corporation and its r d.]equire officers have exercised their 1.0.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 l.❑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' 13.[@ Other Modular Home comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy.infoamation. fi Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp:policy information. I am an employer that is providing workers'.compensation insurance Ifor my employees Below is the policy and job site information. Insurance Company Name: AIM Mutual Policy#or Self-ins. Lic. #: AWC7022093012014 Expiration Date: 12-13-15 Job Site Address: 51 Conners Road City/State/Zip: Barnstable MA 02632 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$250.00 a day against the violator. Be advised'that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the.pains and penalties of perjury that the information provided above is true and correct. Signature: a II�19.rt Date 10-5-15 Phone #: Office (508) 563-7660 Cell (774) 836-3850 Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector ,5.Plumbing Inspector 6. Other Contact Person: Phone#: Town of Barnstable Building Department-200 Main Street °foMA+ Hyannis, MA 02601 Tel. (508) 8624038 Certificate Of Occupancy Permit Number: . B-2015-07289-1 CO Issue Date: 8/10/2016 Parcel ID: 251-028 Zoning Classification: RD-1 Location: 51 CONNERS ROAD; Proposed Use: 1010 CENTERVILLE Gen Contractor: BOWERS,EDWIN Permit Type: Residential- Comments: Building Official Date: TOWN OF BARNSTABLE Building - Issue 201507289 Date: 11/30/15 Permit 9 MASS. Applicant:. ALL AMERICAN MODULAR INC Permit Number: B 20153411 Proposed Use: SINGLE FAMILY HOME Expiration Date: 05/29/16 Location 51 CONNERS ROAD Zoning District RD-I Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 251028 Permit Fee$ 1,254.60 Contractor ALL AMERICAN MODULAR INC Village CENTERVILLE App Fee$ 100.00 License Num 081231 Est Construction Cost$ 246,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND INSTALL NEW FOUNDATION 3 BEROOM SINGLE FAMILY MODULAR HEARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: HOLMQUIST,JENNIFER A&BONNIE L& BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 983 SHOOTFLYING HILL RD INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Entered by: JL Building Permit Issued By: AV— Application — THIS PERMIT CONVEYS NO RIGHT,-TO OCCUPY:ANY STREET,ALLEY OR SIDEWALK OR"ANY,PART THEREOF;EITHER VPORARILY Y.'�ENCROA-HMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDERTHE BUILDING CODE,MUST BE APPROVED,BY THE JURISDICTION!.STREET QR ALLEY GRADE-ASgWELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE , OBTAINED FROM THE DEPARTMENT'OF•PUBLIC WORKS,THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM'THE CONDITIONS OF ANY,4PLICABLE SUBDIVISION ' RESTRICTIONS.- MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: T.-FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.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). r z ✓ '�!'� / �y BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 MC FIN A t- 2 -7,Z&' !r_g Xf 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire r OLU 2 Board of Health 9 f C6mmanwea.lth'of Massachusetts..... .. Sheet Metal Permit Map Parcel Date: �7 / ,**S / 1 G Permit:# v?� T� b-Cost: /G �' �'✓ Permit-Fee--S Estimated Jo v �8 Ike � ' . �S Plans Submitted.: YES NO ,�� Plans Reviewed: YES NO Business License# C 3lcnt License# Business Information Property Owner/:Job..Location.Information: r Name: C re-e (e, f�' Name: Street e Street: S CC'rN/' C f j �= Gity/To*= v-,e S-�'-. �°� d c/�ai-f City/Town: 'Cen -F 2. r -j Telephone: SO SG� -r 1 er' Telephone: Photo I-D.required/Copy of Photo.I.D. attached: YES NO S I/M41 unrestricted license .J-2/M-2-restricted.to dwellings 3-stories or less and commercial up to 10,000 sq. ft /.2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses Othei i -Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional Other ' Sgnare Footage:-under 10,000.-sq. L ��-0,00O.sq.ft. Number of Stories: i Sheet metal work-to be completed: New Work: Renovation: HVAC V Metal Watershed Roofing. Kitchen Exhaust System Metal Chimney/Vents Air-Balancing Provide detailed description of work to be done: / Cc/ C7` G� y J[ IA4 kG' INSURANCE COVERAGE � 1 have a current Iiabl tv.Insurance poppy or its.equivalent which meats-the requirements of M.G:L Ch.112 Yes&-Nc If you have checked ,:indicate`the t ''of c6verage.by checking the appropriate box.below: t A liability Insurance p�hcy.` Other type of Indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:-1 am:aware that the licensee does.-nof have the insinance coverage required by Chapter 112 of the Massachusetts General Laws,and that my:signaturs on'this•permit appilcation-waives this requirement: Check One Only -Owner- ❑ Agent ❑ Signature of, er• ers Agent checking thls bo I ere that all of the details and Information-[have submitted or en regarding this application are true.aod BY ch g �, hereby by cerSfiY ( �� accurate to the best of my knowledge and'.tbatall sheet viatal work and installations,performed under the permit issued'forthis..appr'icatidn will be ` In compliance with all pertinent provisibri-of the Massachusetts'Building Code and Chapter 112 of the General Laws, Duct inspection required prior to-insulatiori Installation:YES - . NO � Pro�lress.Insgections .- Ii I Date Cammenis Final ln ti n suck o Date Comments Type of-Ucense:. 3y ❑ Master title ❑Master-Restricted ✓l Y 'ityrTawn ❑Joumeypersor , Signature of Licensee permit.# � ❑ es Journeypersorti-Rtrictett 7 Ucense,Nurnber 3 =ee$ ❑ Gheck•at www,Mass,gpv dRl �d ur NR� W�'n I nspector Signature of Permit Approval' . . - �SS�E3 EET SETA r, ,. M�FO WOR s JCfU N LLOW, GYP rG LIC DNS . 31 LqK EELEy ,R/CrEp``..SYq\ j t rT Mq 0 ti P i i L J 6 IS Y p .. ii a is st��iVl k r�,v � x�wtt •�. rp�} Uit—�= WYARMOUTW MA 02673.2724 + a�� 7 �P k t 690 WmkiVan Sfreet Be-don,MA f� Workers, Compen ximmInsorance Affidavit BufldersfCaaf�ctoxs �&Tlumbers 7;-�-�Iz¢�i�an Please Frm�I�,ib� Na=Qksi H, r Giy5atp: we S� �� � vz Phfre . SG, ' S - : G'/ G� Are yan a�employer?alecicthe appmpriatc bee= ryp�of gralect fry 3d=4- I ❑ I am a employer via 4. ❑I aorta goal contractor and I 6- . ogees(fhA wWbrgart-ti=)* _ havebinAthe Ltd I am a sole prop:ddor arparbaer listed on the attached shrL T_ Q Rem CI iag shag and have no employees Thesr-sub-coakmctars have g- ❑Demali fioa. . empin�s and have woA=s' �uor�g �121e is arFY capacity- _ � $_ �B�uilcl-mg addi�on awoi r .Camp:insurance comp-"suraI I y 0 work 5_❑ We are a cotporafioatand ifs 10-0�'.MCEdca1 repaim or additions 3_❑ r am a homeowner doing all vgorlt officers have zmrcised thew 11-0 P ambmg repairs or additions . myse"[No worlars'�- right of es�emgfiooger bfCsL I2-0 R of repgim a r 157, �1(4),mdwehaveno��crxsrnr,�TeL1n]SEI�I F .. 13-El other emplaymes-ING vtori0Ms' COMP-m=*=required] ��cymph0Ldebde esl)asTMl,xnn alsaflloc�t s 4abr7osYch vl�e¢teodc�'rompeasstinapo3 i ;f�nmevwnasvftsnbamt1ImE$dsdff fibHoff=they amdcdngsIrvmksadti=hae❑ridecot�em;smns[sc3haiiCza saffdaritiat ere �snrFL imtsBastrA Ythisbaxmgststtechedmia[dditiensIsheet sub-mutmcbaxaddWatrhetwrM-Affi53M Ene ev Ioyees IftLKe spI�cnataac[�sh3re�pIa �the amst giitvide their wez��'comy.paTicy—Mb- 1 ain arz eutp7 r thatisgrat tt=err err'co erzsrrtiu trtsr�rru�ce fog mar etc £ayee� Belay is fhe panic}*arcri fob Kiln ��fbrtrtafia� Insurance CornpaTTNaroe: Pow#cc Self-ins Lim FxpiEafinnllate: Job Site A:ddiTsx: Cif#SbLbMp_ Mach aE copy of the vmrkers'compen=a x n peaky dectzra6m gags(showing the poBry=aiher xad exp rxzt ion date). Farinre fa securs coverage as neqdrednuder Sectioaa?5A of MCL c M can lead to the imposition ofcriminal penalties of a fine up to$L50D Oa and/or one-y'eaeimgri as wen as civl peMMies m the foffi of a STOP WORK ORDER-and a fins eup to'$254_Q0 a day against fhe vioktar_ Be advised the#a c4?y of this staff m3 ay be ffirwa rded to:the Ofce of lur,esisgxd=of the DIA for iauman=coverage v on I der hereby crt2tfy under&epmzis iwdpanahsr afPediay neSe injormo iaaprmideZ ahave ii b-"and correct • �ffiatQrTi: •. Da e- Phom ik ou ciaL atss only. Da nat write in flsis irrec,fcr be cahrip by cdy aw tafm o iciaL s Cite or Tower- P=mifficemse-ff hm ngAuthaaity{drde oW L'Daard of$e;aItk 2.B,19ding Department I'CityiratFm Qe rk 4,mect rieal 1 nsgector 5.PFttnnbin B=Pt ctvr .6.Other 'J• Contact gexsan. Phone#: F lEnformation an.d b-structions Massarhusctts General Laws chaptor 152 mquires all employers to provide workers'compensation for their employees, Putsoan-tto this sue, an anployee is defined as--every Person in the service of another under any contract of hire, express or implied, oral or written." An anployer is defined as"an individual,paitamzhip,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint entmTrise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who xesides therein,or the occupant of the - dweling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean employer." MGL chapter 152, §25C(6)also states that"every state or Iocal 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 arty applicant who has not produced acceptable evidence of compliance with the insu - cc 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 ofpubhc work until acceptable evidence of compliance with the insurance" requirements of this chapt e- have been presented to the contracting authority--7 APPticants. Please fill out the workers'compensation affidavit completely,by chwJdag 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 cer`�ncate(s)of insurance. Limited Liability Companies(LLq or Limited Liability Part:amshi-ps(LLP)with no employees other than the members or artn=-are not p ,. required to carry workers compensation mmn-any_ If an LLC or LLP does have employees, a policy i required Be advised that this affidavit may be submitted to the Deparinent of Industrial Accidents for confirmation of inrr,rance Coverage. Also be sure to sign and date the affidavit The affidavit should be mt zmed 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 rewired to obtain a workers' compensation policy,please call the Department at the number listed below. Self-ffim ed companies should enter their self-insurance license number on thD appropriate Ime_ 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 a out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the pe=mitllicense number which will be used as a reference numbez, In addition-an applicant that must submit multiple pen it(hcense applitaiions in any given year,need only submif one affirdavit indicating current 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 roof.that.a.valid affida t is o e app p vl n file for fume permits or licenses_ Anew affidavit must be fiIled out ea ch ear_ ere a home owner o c .y Where wit r citizen is ob a license or ezmTt not related to an business taming p m ss or commercial venture y (i_e,a dog license or permit to bum leaves etc.)said person is NOT required to complete this aihdavit The Office,of Investigations would like to ff=k you in advance for your cooperation and should you have any qu6sdons, please do not hesitate to give us a call The Department's address,telephone and fax number: at COn2=nit th of M=acliusetts De =t Qf In�rstrlal i g� A�ckd�n. s 4 � of luvfesantim& $ostmaz�MA G2111 Tel i 6I 7 727-49 W 4-06 or 14 MA'�� Revised 4-24-07 Fax 0 617-727-7-749 - Y .m .gav�dia - �'ME Town of Barnstable Regulatory Services RAI.xcrARrM i , WLAS& Richard V.Scan,Director - 6s¢ Building Division - Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder - ill I. 1J S , as Ownex of the subject property hereby authorize Iq e 5 k l to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address"of job)1 ` **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed And accepted. Signature of Owner tore of pplicant 3 1��'dIV -NVV�1r\\V Olfi e-S` ����P Print Name Print Name 1� 1 . Date . QTORMS:OWNERPERNOSIONPOOLS , T011M OF BARK-'STABLE FRIEDLINE&CARTER ADJUSTMENT, INC. 436 Main Street, P. O. Box 338 2006 BAN 19 AM 9: 14 Hyannis/Building Massachusetts 02601 (508) 771-3232 (508) 790-2344 ;� D"VISION TO: ommissioner or Inspector of Buildings ( ) Board of Health or Board of Selectmen ( ) Fire Department TOWN OF Barnstable TOWN HALL Barnstable, MA RE: Insured: TUEPKER, James&HOLMQUIST, Bon. Property Address: 1-Conners Road_,' Centerville, MA ' Policy Number: 0846238 Type of Loss: Fire Date of Loss` 1/4/2006 File#: 103976 Claim has been made involving loss,.damage or destruction of the above captioned property, which may either exceed$1,000.00 or cause Mass..General Laws, Chapter 143, Section 6 to be applicable. If any notice under MGL, Ch. 139, Sec. 3B is appropriate, please direct it to the attention of this writer and include a reference to the captioned insured, location, policy number, date of loss and file number. On this date, I caused copies of this notice to be sent to the persons named above at the addresses indicated above by First Class Mail.. P. J..PARECE Adjuster 1/16/2006 NOV/18/2015/WED 08:30 AM COMM Water Dept PAX No, 5084283508 P, 002 CENTERVELLE-OSTERVILLE-MARSTON'S MMLS . WATER DEPART m-ENT �1 p PO BOX 369,XX38 MAN STREET OSTERVIL,LE,MA. 02655 WWW.COMMWATER.COM OFFICE OF BOARD OF WATER COMMSSIONERS q.►``� RBs WATER SUPERINTENDENT ZTe 508,428-669Z uATER Fx 508-428-3508 EBT a°J November 9,2015 9 ZE Town of Barnstable Building Department 'rt Via Fax 508-790-6230 .•> cn 00 :Aa To Whom It May Concern: This letter is to inform you the water service located at 51 Connors Road,Centerville, MA..,has been disconnected. , If you have any questions regarding same please contact our office Monday through Friday, 8:OOAM until 4:3OPM. Regards, Glenn Snell,Asst. Superintendent Centerville-Osterville-Marstons Mills Water Department t GES/bf nationalgrid August 5, 2015 Attn: Bonnie & Neil Tuepker RE: 51 Conners Rd. Centerville. MA This letter is to notify you that the gas service located at 51 Conners Rd, Centerville, MA, was cut and capped on the property on August 4, 2015.. If you have any questions, please feel free to contact me @ 508 760-7463. Thank You, Sarah Brillant Gas Customer Fulfillment National Grid 127 Whites Path S. Yarmouth, MA 02664 Tel #:508 760-7463 Fax#:508 394-5019 Nov, 6. 2015 1 :56PM NSTAR—SUMM No, 9308 P. 1 IDNSTAR NSTAR ElectAc&Gas Company. One NSTAR Way,Westwood,Massacnusells 02090-9230 EL EC TR/C GAS November 6, 2015 Neil & Bonnie Tuepker 51 Conners Rd Centerville MA 02632 RE: 51 Conners Rd Centerville MA Dear Neil & Bonnie Tuepker: This letter will serve as confirmation that the electric service at 51 Conners Rd Centerville MA, has been removed as of 11/05/15- w/o#2103675: Based on this information, there.is no electric power to this building and you may proceed with the demolition..lf you have any questions, please contact me at (888)-633-3797 Sincerely, Ms Hebshie New Connections Office CIUM NewTemptate I - - Ai r Leakage Property Organization HERS All American Modular Inc. Home Energy Raters LLC. Confirmed 51 Conners Road 888-503-2233 07/22/2016 Centerville,MA 02632 Andrew Popielarski Rating No:27280 RdteriD:5363711 Weather:Barnstable,MA Builder Conners 51 Alt American Modular inc. Conners 51 C.blg Whole House Infiltration Blower Door Test Heating Cooling iNatural ACH- .. 0.07 - 0.06 ACH @ 50 Pascals 1.24 1.24 CFM @ 25 Pascals 330 330 CFM C 50 Pascals 518 518 Eff. Leakage Area (sq.in) 28.4 28.4 'Specific Leakage Area 0.00010 0.00010 `LA/100 sf shell (sq.in) 0.52 0.52 Duct Leakage Leakage to outside Units HVAc CFM @ 25 Pascals 10 'CFM25 /CFMfan 0.0052 CFM25 / CFA 0.0049 CFM per Std 152 N/A CFM per Std 152 / CFA N/A 'CFM @ 50 Pascals 16 i Eff. Leakage Area (sq.in) 0.86 Thermal Efficiency N/A !Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0398 ..........-_..._.�..��:._.T.,_:.�v...--•--...ter•.,....... -..-..o��-._..- ,-..,..-..-., .. Ventilation !Mechanical v Exhaust Only Sensible Recovery Eff. (%) 0.0` Total Recovery Eff. (%) 0.0 Rate (cfm) 511' i Hours/Day 24.0 f Fan Watts 6.Oi 'Cooling Ventilation Natural Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2 2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, a minimum of 51 cfm of mechanical ventilation must be provided continuously,24 hours per day. Alternatively,an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a. 101 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required- I� average ventilation once each hour. 1 ,} REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. 01985-2014 Architectural Energy Corporation, Boulder,Colorado. Bk 29579 Ps IS s1a10i� 04- 1 4,. 2016 & ��1 _ 38r, Town of Barnstable •YWGRL Zoning Board of Appeals Decision and Notice Special Permit No. 2016-015 —Tuepker §240-91(H)(3) — Demolition and Rebuilding on Nonconforming Lots To rebuild a demolished single-family dwelling not conforming to current setback requirements Summary: Granted with Conditions BP.R-JJ-ST;-;BLE MANN(,-LEF.''K Applicant: James & Bonnie Tuepker Property Address: 51 Conners Road, Centerville Assessor's Map/Parcel: 251/028 Zoning: Residence D-1 District, Resource Protection OverlaWDistrict Hearing Date: March 9, 2015 - Recording Information: Deed: Book 29325`Page' 70 Plan: Book 89 Page 63 (Lot 20) -= Background In Application No. 2016-015, James and Bonnie Tuepker sought a special permit pursuant `Q Section 240-91(H)(3) to reconstruct a single-family dwelling that will be located within the ie'quire front yard setback, but will be no,closer to the property line than the previous°dwelling;_ at'Ab Conners Road in Centerville. The subject contains .40 acres (17,187 sq.ft) of upland and was formerly improved with a 1,358 gross sq.ft, three-bedroom single-family dwelling, constructed in 1952. The previous dwelling was located 24.3 feet from the front lot line, nonconforming to the 30 foot setback required in the RD-1 District. The dwelling consisted of the main portion of the house and a one-car garage, attached by a small ell. The Applicant obtained a demolition permit for the existing dwelling and the house was razed. A new precast foundation was installed. Upon issuance of the building permit for the new dwelling, it was discovered that the rebuilt dwelling did not meet the as-of-right requirements,for demolition and rebuilding on nonconforming lots and that a Special Permit would be required. The Applicant is proposing to construct a new two-story dwelling on the lot and retain the existing , garage as separate detached structure. The proposed dwelling is a two-story, approximately 2,080 gross sq.ft, three-bedroom house with a rear deck. Procedural & Hearing Summary Special Permit Application No. 2016-015 for the demolition and rebuilding of a dwelling•on a nonconforming lot, not conforming-to current setback requirements, was filed at the Town Clerk's office and office of the Zoning Board of Appeals on February 16, 2016. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on March 9, 2016 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were Brian Florence, Alex Rodolakis, George Zevitas, David A. Hirsch, and Matt Levesque. - The Applicants, James and `Bonnie Tuepker, represented themselves before the Board. The Tuepkers presented the proposal and stated they would be improving the property and the neighborhood by constructing a new dwelling in place of the former cottage. The Board Chair requested public comment and an abutter to the Tuepker's spoke in favor of their request. Findings of Fact At the hearing on March 9, 2016, the'Board unanimously made the following findings of fact in Special Permit Application No. 2016-015, a request to demolish and rebuild a single-family dwelling: Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2016-015-Tuepker 1. In Application No. 2016-015, James and Bonnie Tuepker sought a special permit to reconstruct a single-family dwelling that will be located within the required 30' front yard setback in the RD-1 District, but will be no closer to the property line than the previous dwelling. The prior dwelling was located 24.3' from the property line; the proposed dwelling will be located 24.4'from the property line. 2. The subject property is located at 51 Conners Road, Centerville, MA as shown on Assessors Map 251 as Parcel 028. It is located in the Residence D-1 Zoning District. 3. Section 240-91(H)(3) allows for the complete demolition and rebuilding of a residence on a nonconforming lot by Special,Permit where the setback of the proposed dwelling does not . conform to current requirements, but where the setbacks are equal or greater than the setback of the existing dwelling. 4. Site Plan Review is not required for single-family residential dwellings. 5. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The proposed dwelling will be located no closer to the street than the previous dwelling and the reconstruction will be an improvement to the property and to the neighborhood. 6. The proposed floor-area ratio is 12%; the maximum permissible FAR is 30%. 7. The proposed lot coverage is 10.4%; the maximum permissible coverage is 20%. 8. The proposed building height is approximately 25.5 feet to the highest plate and two stories; the maximum permissible building height, is 30 feet to the highest plate and 2 Y stories. 9. The proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. The proposed dwelling will be located no closer to the street than the previous dwelling. The proposed dwelling will be in keeping with the neighborhood and will be an improvement to the property. The vote to accept the findings was:" + AYE: Brian Florence, Alex M. Rodolakis, George Zevitas, David A. Hirsch, Matthew Levesque NAY: None Decision 1. Special Permit No. 2016-015 is granted to James and Bonnie Tuepker for the reconstruction of a 2,080 gross square foot dwelling located 24.4 feet from the front property line at 51 Conners Road, Centerville. 2. The dwelling shall be constructed in substantial conformance with the plan entitled "Site Plan of 51 Conners Road, Centerville" dated September 9, 2015, drawn and stamped by Down Cape Engineering, Inc.; and the floor plans and elevations entitled "Two-story three bedroom home, 51 Conners Road"dated February 12, 2016, drawn by Edwin E. Bowers, seven.sheets. 3. Any further expansion,of the dwelling or additional accessory structures shall conform to current setback requirements and Section 240-91(1-1)(1)(c). 4. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.) shall be screened from neighboring homes and the public right-of-way. 5. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. _ 2 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2016-015-Tuepker The vote was: AYE: Brian Florence, Alex M. Rodolakis, George Zevitas, David A. Hirsch, Matthew Levesque NAY: None Ordered Special Permit No. 2016-015 to demolish and rebuild a dwelling within the required front yard setback, but located no closer to the street than the previous dwelling has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for,it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty(20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. Brian Florenc , Chair Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify' that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has beenfiled in the office of the Town Clerk. Signed and sealed this �.1 day of under the pains and penalties of perjury. 6'9fr� III may` V s•p'8,,. ,t. li Ann Quirk, Town Clerk SM '1 i 3 KE a °FtA Town of Barnstable • ■ARNS[ABLE. Assessing Division s639.rEc r�rt ,��� 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-8624022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION February 24, 2016 RE: Adjacent Abutters List For Parcel(s) : 251-028 - 51 Connors Rd. - Centerville, MA 02632 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable • r 6 AbutterReport Page 1 of 3 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '251028' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 31 close Map&Parcel Owners owner2 Addressl Address 2 Mailing Country De CityStateZip 251021 EAGAN, ELIZABETH 88 CONNERS RD CENTERVILLE, 991 M&MARGERY M MA 02632 251022 ZEVITAS,JOHN T& 80 CONNERS RD CENTERVILLE, 21: EVERDINA MA 02632 CLARY,ANDREW& PARADISE 251023 CATSIBRIS-CLARY, 6116 E ROYAL PALM VALLEY,AZ 29: IRENE ROAD 85253 251024 WARD, FRANCIS P& 60 CONNERS ROAD CENTERVILLE, 19_ ANN MARIE S MA 02632 KHADEM, MOZHAN 26 WOLCOTT ROAD CHESTNUT HILL, 251025 &JALEH J EXTENSION MA 02167 23. RONCHETfI, WELLESLEY, MA 251026 JEFFREY L&EMILY 76 OAK STREET 02482 29: F 251027 RBL PROPERTIES LANGWORTHY, 940 LOS PUEBLOS LOS ALAMOS, 23, LLC TIMOTHY H TRS STREET NM 87544-2650 TUEPKER,JAMES N CENTERVILLE, " 251028 &BONNIE L 51 CONNERS ROAD MA 02632 29' 251029 BRIAND,JULIE A 61 CONNERS RD CENTERVILLE, 11( MA 02632 251030 NASTASIA, CONNERS 69 62 DUNASKIN RD i CENTERVILLE, C1( KATHLEEN S TR NOMINEE TRUST MA 02632 251031 STEWART, HARRIET 79 CONNERS ROAD CENTERVILLE, 23( M MA 02632 251032 DECROSTA,SUSAN SUSAN A DECROSTA 26 IRIS DRIVE CRANSTON,RI 27: A TR DEC OF TRUST 02920 SHEINFELD, SHEINFELD BROCKTON, MA 251045 BARBARA W TR CENTERVILLE REALTY 891PLEASANT ST BROC 20( TRUST - 251046 LOVEMAN, DAVID B 35 ANGUS WAY CENTERVILLE, 33: &LINDA A MA 02632 251047 DOWNEY, PATRICIA C/O SCHIESTL, 19 ANGUS WAY CENTERVILLE, .. 73i A PATRICIA MA 02632 BURLINGAME, 13 CONNERS RD CENTERVILLE, 251048 DAVID B TR NOMINEE TRUST 13 CONNERS ROAD MA 02632 25, 251049 GUIMARAES, 13 HUCKINS NECK CENTERVILLE, 22( ALESSANDRA S RD MA 02632 251050 RUANE, PAUL J & 22 ANGUS WAY CENTERVILLE, 40' BARBARAJ MA 02632 251051 RUANE, PAUL& 22 ANGUS`WAY CENTERVILLE,. 19( BARBARA MA 02632 - CALLAHAN,ANN& 60 ELLICOTT NEEDHAM, MA 251052 LILLIS,STEPHEN J STREET 02492 24., 251053 GOODE, MARC R 42 VAN BUSKIRK SANDWICH, MA 28: WAY 02563 http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 2/16/2016 AbufterReport Page 2 of 3 251065 CURRAN, FRANCIS 6 BEECHWOOD RD CENTERVILLE, Cl, X&ALICE L MA 02632 251066 KENNEY,JOHN F& 20 CONNERS RD CENTERVILLE, Cl! JILL ANN MA 02632 MORSE, RICHARD& YARMOUTH 251067 NEWELL, BETSY 161 MAIN STREET PORT, MA Cl! 02675-1713 JACKSON,JAY L& 4 HUCKINS NECK CENTERVILLE, 251068 JOAN RD MA 02632 C91 251146 HALLETT, DONALD HALLETT REALTY 44 EMILY WAY OSTERVILLE, MA C21 C&PAMELA G TRS TRUST 02655 251151 COHEN,CLAUDIA A CLAUDIA A COHEN 59 ANGUS WAY CENTERVILLE, 37E TR TRUST MA 02632 a ,! I http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 2/16/2016 AbutterReport Page 3 of 3 252001 KNAPP,IRENE 7 BEECHWOOD CENTERVILLE, 28089/287 ROAD MA 02632 DEFELICE, MARIA T 43 WAYSIDE INN FRAMINGHAM, 252002 &KENT, DAVID L ROAD MA 01701 28525/176 JONES,STANLEY A JONES REAL ESTATE 25 HUCKINS NECK CENTERVILLE, 252011 &MARY LOU TRS TRUST RD MA 02632 C172582 252176 HAWLEY,JOSEPH E 16 BEECHWOOD RD CENTERVILLE, C103566 &SARAH S MA 02632 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 2/16/2016. S http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 2/16/2016 Town of Barnstable Geographic Information System „ February 16,2016 #35 2 252181 252159 21 2566 #35 252009 #60 #33' #44 ft #63 252160 252003 252161 #21 252165 #29 252177 #52 #24 252013 #34 :::•...:..... 0 *49 ` :: : .:::=.:'•::::'a:v. O 252164• �Y 252002'S:'' 252172 903 :•�r` � ;x !� #35 252012 52162 252163 0252176 #161� 252173 sue: =,,.fix, t� ,;•;: .i6 �' #895 Il i. 252175 #25' 52� # 1881 74 y Y:. .:1:: - /i%: •.�`Q' Alt:i::r.:<': 4: 1.4 D66''•' :-#2D 2511 �► 46.- .r.� 251 � Imo' �. 147 ass r - 5. r. / 251 4 18 251100 1 0 23�•. _ 859 - 2 251 t!= - 4, #sea #4 `® .i' ,. 048r l fir.:•'! ^i M l,l• f- _ _ 2$1 149 .Fri.. 25 110_ -Sv 22.. - - # 251 019 0.�=% .,µµ�$ 8 1 .r. 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The parcel lines on this map Abutter List Type-Parties Of interest are those directly Opposite subject lot on are only graphic representations of Assessor's tax parcels. They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. such as building locations. ` '=•% Buffer "!?' LEGAL NOTICE r the Zoning 8aard of�AppealsOffice Growths c Ma agemen[DepartmenttiyTowoOtTices 200fl TOWNAFBARNSTABLE 70WNOF.BARNSTABLE °Main Street Hyannis MA� '•; _ ZONING BOARD OFAPPFAI ZONING BOARD OF ARPEALS �, Brian Florence Chair ice, s r NOTICE OFPUB[IC HEARINGS UNDER THE NOTICE OF.PUBLIC HEARINGS-UNDER THE Zoning Board of ApQQ�e,�als 7 1Jyw ZONING ORDINANCE ZONING ORDINANCE U The Barnstable PPa$iot MARCH 9,2016 MARCH 9,2016 February 19 and February 26 ZQl6 To.all persons interested in°or affected_by the To all persons Interested in oraffeded ti ' " —. -=� actions of the'Zonirg Board.of Appeals you the actions of the Zoning Board of Appeals r are hereby notified pursuant to Section 11 you are hereby notified pursuant to Sec of Chapter 40A of the General Laws.of the `I r+ tion 11 of Chapter 4:6A of:the'General Laws: Commonwealth of Massachusetts-and all jb of the Commonwealth of Massachusetts; amendmentsthereto thata;pupliq__ ngon';•.! and ail amendments thereto that a public thefollowing appeals will tie held on Wedrres- hearing on the following da appeals.will be field y,March 9 2016 at the time Indicated i .on Wednesday March 9 t t 2016 ahe time 7�0'PM Appeal No 201fr0131Ung indicated: r`_ Charles R King;Jr and Nicole G FGng of 7:00 PM Appeal No 203ti-Oil Ong 273 RegencyDnv Marstons Mills MA are Charles R.King,.Jr.and Nicole C King oi` appealing the Building Commissioners denial _I 273 Regency Driye,,.Marstons AAlils-MA of a iequestforenforrementachon underSeo "_ are appealing the`Building Commission tionTof the Zoning ActFThe appellants are er's denial of a request for enforcement seeking enfor�ementofthe-zornng oninance action under Section_'7 of the Zoning Act,_ with'respectto.adog breeding dogaraining, IThe:appellants are seeking enforcement grooming and kennel business operating m of Ehe zoning ordinance with.Tespect to aY a residen4al zone wrthout.a Speaal Permit dog breeding dog training grooming and„ located at 295 Regencybdve Marstons Mills kennel business operating-rn a`residential. M/ti.Theproperly;isshownonAssessorsMap zone without a Special Permit'located ai as 064 Parcel 040 at is located m the Rest 295 Regency Drne Marstons Mills MA The': dencei F Zoning Dis. properly is shownonAssessors'Mapas064, 701`pM ha2016-0120'Connw. APPe� Parce1040 1t is located in the Residence F: Ada'm:O Connor has petitionedfor av2nance- Zoning District to Section 240 t4 E Bulk'Re ulabons The 9 7h01 PM Appeal No 2011r012.0'Connor petitioner is proposing to construct an adds Adam O Connor has etrtioned for a variance''p tion to the existing dwelling located sixteen to Section 240 14 E .Bulk RegulationsrThe" (16)feet from the propeitypne where a thirty 'pefdioneris:pioposing,to constrict an a�di-;:' (30)foot front yard setback is required from tion to the existing dwelling Jocated sudeen' Gnstrnill Path The property rs located at 390 (16)feet from the property tine where a f hirty`- ( Jones Road Marstons Mills MAas shown on 1 (30)foot front yard setback Is requir6a from= - Assessor's Map 047 as Parcel 093 it is located . Gristmill Path The property is ocated at 390; in the;Residence F Zoning Disthctr'x Jones Road;Marstons Mills MA as shown' 7 02 PM Appeal No 2016-013 Elms on Assessor s Map 047 a`s Parcel 093 It ls' Annette S Eirns Trustee of the S Annefte located n the Residence F Zoning District'' Elms Living Tivst has applied for'a:Spep! 7:02 PM Appeal No.2016 013 Elms Permit vn accordance with Section240 92 B Annette S Elms Trustee of the S Annette` Expansion of.Nonconforming Buildings or Elms Lnrmg Trust has applied_for a Spey' Structures Used as Single:orTwo Family Resr 2 tint Permft-in accordance with Section` dances The,applipntisprOposNgtoexpand 2d0 92 B r Expansion of Nonconforming➢ an existing apartment by`approximately 144 Buildings or_Structures Used a`s_Singled square feet..Th_a proposed addition will be` Two Family Residences The.appiicant s';. located 7 5 feet from the propeity;line but proposing to expand art existing apartment) byapproximately 144s.u feet The pro ' vnll not be located any closer to the;properly posed addition will be located 7 5`feet from line than the existing building The properly is located at 156:Chase Street Hyannis MAas 'I the 1.. 11 yl 1 . but will not be`located:any` shown on Assessor's Map 307 as Parcel 152; closer to the propertyaine thari',the exist it is in the.Residence;B Zoning Distract Ing:bwlding,The property is located at.15e', 7:03PMAppea1Na201fr014BergeroNCtowley,: CFiase Street Hyannis MA asshown oil Jay Bergeron_and Joanne Crowley have:... Assessor s Map 307 as Parcel 152 It is'rn' applied for a Special Peimd pursuant to Seo the Residence B Zoning Distract tion 240 131 4D(2) Change expansion o`i 7 03 PM Appeal No 2016 014 Bergeron/' Crowley ' 3 alteration of uses and structures The apply t; cants are seeking to construct a deck arid. Jay Bergeron and Joanne Crowley have' stairs providingforasecond means"of egress applied for a Specral.Permit�pursuarit to within the requiredside and rearyard setback' Section 240 131 4D(2) Change ex a"n p peg, r areas,but no closer to the ro lineshnret4 sion or alteration of use andstructures The" + s w h lands than the ewsting dwelling The properly applicants are seeking.to constrict a decR` x is located at 59 Short Beach Road Centernlle and stairs.providing fora second means of -MAas shown on Assessor Map 206:asparoe egress within the required side arLd rearyard 034..It is.in.theCraigvR e Beach Distract Lorrcy settlack areas but no'closer to the properly: Beach/Short Beach Neighborhood Overiay ' lines/wetlands than the existing:"dwelling The property is located at 59 Short Beach"; 7 04 PM Appeal Na I016 005 Tuepkei �, i RoadCenterVllleMAasshow nAssessor: JamesandRonnieTuepkerhaveappliedfora:' Map 206 as Parcel 034 h is to the Craigvilld, Speaal Permit pursuantto Section 240 91(H� Beach District Long Beach/Short Beach:5 (3)-Demolition and rebwldin on noncon s� NdIghbo`rhoodO�ierlay' '} ' € forming 16&.Theapplicants are seel0n9 to . 7 04 PM Appeal No 2016-005 Tuepker� reconstruct a single-family owelhng thatwill be'.'_ James and Bonnie.T- key have applied> Iocatedwdhin the requred frontyard setback but will be no closer to the property line thaw, for a Specrai Permd piirsuantao Section= theprewous dwelling The propertyjis 10cated �. 24o=91(H)(3).-Demolition antl rebuilding' i on nonconforming Iota';The applicants are at 51 Conners{_toad Centerville;MA as shown`. seeking to reoonstructa"single family dwell on Assessors'Map 251:as Parce1.028 tit Is + rng that will b'e located Within the'regwred.` located in Lhe;Resldence D 1 Zonnng District^' trontyard se"tpack but will be no closer to:', These public.hearings:will be held aithe the`propertyGge than the previous dwelling ' 1 BamstableTown Hall`367 Main Streetiyan- + The property is located at51 Conners Road':.tl nis,MA Hearing Room located on the 2nd. Centerville MAas shown on Assessors Ma FiooF Wednesday March 9 2016:Plans and: . P' applications may be re4iewed.at the Zoning 251 as Parce1028 rlfrsaopted m'he Resi eats Office,Growth Managemen t darns D 1 Zoning Distract ter; Board ofApp These public,heann9s:will be held at the ' Department Town Offices 200 Main Street Bamstable Town Hall,.'."36TMaui Street: .Hyannis MA Hyannis MA;"Hearin Room located on Brian Florence Chair 9 WNSTABLE REGISTRY OF DEEDS Zonin9Boan o fAppeals - the 2nd Floor,Wednestlay'March"9 2016 ' Plans and applications:may..e reviewed at. The Barnstable Patriot John F. Meade, Register February 10and Februarv26.2016 r ` QUITCLAIM DEED Sk _ 18192 P9273 08745 02-05-2004 & 09a28a KNOW ALL MEN BY THESE PRESENTS that we, JENNIFER A. HOLMQUIST of 893 Shoot Flying Hill Road, Centerville, Massachusetts and CRAIG ROSENQUIST of 17.Acorn Street, Scituate, Massachusetts, for consideration paid and in full consideration of$1.001 grant to: JENNIFER A-HOLMQUIST of 983 Shoot Flying Hill Road, Centerville, Massachusetts o 2.-kL BONNIE L. HOLMQUIST of 51 Connors Road', Centerville,Massachusetts JAMES N.TUEPKER of 51 Connors Road, Centerville ; as joint tenants with quitclaim covenants . . . the land in BARNSTABLE(Centerville),Barnstable County, Massachusetts, together. with any buildings thereon, being Unregistered Land, as shown on the hereinafter mentioned plans, bounded and described as follows: NORTHWESTERLY by a twenty(20) feet way, as shown on a plan hereinafter mentioned, ninety-nine (99)feet, more or less; ~ NORTHEASTERLY by Lot 19 on said plan; SOUTHEASTERLY by Lot 45 on said plan,"ninety nine(99) feet, more or less; and SOUTHWESTERLY by-Lot 21 on said plan. Being shown as LOT 20 on a plan of land entitled "Revision of a Portion of Lots, Wequaquet Pineneedles, Centerville, MA, Surveyed for Edith M, Conners, Scale 1 inch a 100 feet, December 14, 1048, Bearse &Kellogg,; ". Civil Engineers", which said plan is duly filed with Barnstable County Registry of Deeds in'Plan Book-'8,9 Page 63. n There is ranted as appurtenant ppurtenant to the above described lot a right of way over the road as shown.on said plan to the County Road running from Centerville to Barnstable, subject to the right reserved by Mary A Tobin to relocate said roadway,except such portion thereof as adjoins the above described premises. There is also appurtenant to the above described lot a right of way over the road to Lot C&B, as shown on said plan; also the right to use said Lot C for bathing purposes only; and a right to use said Lot B for boating purposes only, as set forth in a grant of right of way from Edith M. Connors, to Hiram H. Backus et als,being instrument dated December 11, 1944 and recorded ili 'said Registry of Deeds in Book 62, Page 325, and as further defined and granted in an instrument from Edith M. Connors to William C. Harberer et als, dated July 26, 1946 duly recorded in said Registry of Deeds in Book 657,page 121 J Said premises are conveyed subject to and with the benefit of rights,` easements,"agreements reservations and restrictions of record, if any, insofar as the same are now in force and applicable. s: For title, see deed of Jennifer A. Holmquist to us, dated July 14, 2001, and recorded with Barnstable County Registry of Deeds in Zook 14053, Page 92. I Bk 18192 Pg 274 #8745 WtinT ESS ni j hand and seal this _day of _ N; 2004. Craig Rosenquist COMMONWEAL • F MASSACHUSETTS COUNTY OF 2004 Then personally appeared the above named. Craig Rosenquist, and acknowledged the foregoing instrument to be his free act and deed,before me, CHERYL M.MAGWOO® ' NOTARY PUBLIC Notary P lic - -- nommo►w_; of Aa".*Mft MY Commissbn bOms August9,2007. My commission expires: _+_ ____ ___ •�1 •# 'VJYrNESS my hand and seal this_ day of__ 2004. __ --- -------------- ; J- riifer A. Holmquist COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. ------ _, 2004 Then personally appeared the above named Jennifer A. Holmquist,-and acknowledged the foregoing instrument to be her free act and deed,before me, T►9owa �R,a3s ••0 io zz` �aWW� Notary ublic • �.,.,.•�/ !�• G'-,,,,,x /^w o oa Ogg u+ o as My commission expires; ? amx av10ino LOCUS: 51 Con �Qn is n n ners Road, Centerville;Massachusetts .rp-4"1 to STABLE COUMY: x 2 �QISTRY OF DEEDS A TRUE COPY;ATTEST m Me :#M4 09£ .10113 "2Z=60 0 "OZ-SO-ZO =8an0 i 50330 AD AS 1SI938 AMR00 319VISHM xd1 3SI3x3 31VIS SU38ffi3 sau BARNSTABLE REGISTRY OF DEEDS '' � ` FderalA�riation « oE/AAA i ,�trf, ; _Attrtlini5tl''�tion Determined Cases for MA: Form 7460-1 for ASN 201 5-ANE-1 639-OE Overview Study(ASN): 2015-ANE-1639-OE Received Oate: 10/05/2015 Prior Study: Entered Date: 10/05/2015 II Status: Determined Completion Date: 10/22/2015 Letters: bete, iination'© Expiration Date: 04/22/2017 Map: View Map Supplemental Form 7460-2: Please login to add a Supplemental Form 7460-2. Sponsor Information Sponsor's Representative Information .. ......... ..__. Sponsor: Baxter,Inc. Representative: Baxter,Inc. Attention Of; Jonathan Baxter Attention Of: Jonathan Baxter s Address: 10 Bay View Street Address: 10 Bay View Street Address2: Address2: { City.: West Yarmouth City: West Yarmouth State: MA State: MA Postal Code: 02673 Postal:Code: 02673 Country: us Country: us 7Phone; 508-775-0375 Phone: 508 775 0375 508 Fax: Fax: 508-771-7324 Construction Info Structure Summary Notice Of: CONSTR Structure Type: Crane _ Duration: TEMP (Months:0 Days: 2) Structure Name: Mobile Crane Work Schedule: 12/01/2015 to 12/20/2015 FCC Number: t j Date Built: Heig t and Structure Details (Elevation Latitude(NAD 83): 410 40'07.16"N Proposed DNE DM Longitude(NAD 83): 700 19'28.24"W Site Elevation: 70 Horizontal Datum: NAD 83 ) Structure Height: 55 0 55 ;Surrey Accuracy: 4D 1 Marking/Lighting: Red lights and paint Total Height(AMSL): 125 0 125 Other Description: Current Marking/Lighting: N/A Proposed Structure Freq encies _-_ Current Marking/Lighting Other Description: Low Freq High Freq Unit ERP Unit v 1 Nane: t City: Hyannis t State: MA Nearest County: Barnstable Nearest Airport: HYA Dis+ante to Structure: 12065.38 feet On Airport: No Direction to Structure: 268.841 Description of Location: 51 Connors Road Hyannis,MA i 02601 Description of Proposal: Set foundation panels Set Modular Horne 33 Back to F Previous Search Next Result ' ('itl V11.uUL1'Li Cll V Lt1LL,' 1.11. 1Y121aa l IVVV'l.11ll� t..l+ll LL+l µ Federal Aviation Administration 2015-ANE-1639-OE Southwest Regional Office Obstruction Evaluation Group i ! +'tit` I CCL�o 10101 Hillwood Parkway Fort Worth,TX 761.77 issued Date: 10/22/2015 I i Jonathan Baxter Baxter,Inc. 10 Bay View Street West Yarmouth,MA 02673 `. y*DETE.RMINATION OF NO HAZARD TO AIR NAVIGATION FOR TEMPORARY STRUCTURE" The Federal Aviation Administration has conducted an aeronautics[ study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal.Regulations,part 77,concerning: Structure: Crane Mobile Crane Location: Hyannis,MA Latitude: 41-40-07.16N NAD 83 j Longitude: 70-19-28.24W Heights: 70 feet site elevation (SE) 55 feet above ground level (AGL) f 125 feet above mean sea level (AMSL) This aeronautical study revealed that the temporary structure does not exceed obstruction standards and would not be a:hazard to air navigation provided the following condition(s),if any,is (are) met: As a condition to this Determination,the structure is marked/lighted in accordance with FAA Advisory circular 70/7460-1 K.Change 2,Obstruction Marking and Lighting,paint/red lights - Chapters 3(Marked),4,5(Red),&I.2. It is required that the manager of BARNSTABLE MUNI-BOARDMANIPOLANDO FIELD,(508)775-2020 be notified at least 5 business days prior to the temporary structure being erected and again when the structure is removed.from the site. I It is required that the manager of FAA Hyannis FCT 508-771-0286 be notified at least.5 business days prior to the temporary structure being erected and again when the structure is removed from the site.Additionally, please provide contact information for the onsite operator in the event that Air Traffic Control requires the temporary structure to be lowered immediately. This determination expires on 04/22/2017 unless extended,revised,or terminated by the issuing office. I NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST B-E;B-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF-CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED,YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. Paee 1 of 2 i heights. Any changes in coordinates and/or heights will void this determination. Any future construction or alteration,'in.cluding increase to heights,requires separate notice to the FAA. This determination does include temporary construction equipment such as cranes,derricks,etc.,which may be used during actual construction of a structure.However,this equipment shall not exceed the overall heights as indicated above.Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this temporary structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance,of regulation of any Federal,State,or local government body. Any.failure or malfunction that lasts more than thirty (30) minutes and affects a top light or flashing obstruction light,regardless of its position,should be reported immediately to (877)487-6867 so a Notice to Airmen (NOTAM) can be issued.As soon as the normal. operation is restored,notify the same number. i A copy of this determination will be forwarded to the Federal. Aviation Administration Flight Procedures Office I if.the structure is subject to the issuance of a Notice To Airman(NO}}TAM). 1 lfiyou have any questions,please contact our office at(817) 222-5922. On any future correspondence concerning this matter,please refer to Aeronautical Study Dumber 2015-ANE-1639-OE Signature Control No: 267670358-269356524 (TMP) Debbie Cardenas Technician .t Page 2 of 2 ' Commonwealth of Massachusetts Manufactured Buildings Program Transmittal Form for all correspondences relating to Manufactured Buildings and Building Components To: Linda McAlister factured Buildings Program Phone Number: Date Transmitted Linda.McAlister e.ma.us 508-422-1955 07/28/2015 Commonwealth of Massachusetts Department of Public Safety Board of Building Regulations and Standards 50 Maple Street, Suite One Milford Massachusetts 01757-3698 The person forwarding this material shall complete the following portion of this transmittal Name of Person Darryl R.Mincemoyer. MC Number TPIA Number Transmitting Material. MCO29, 02 The following information is being transmitted to the Board of Building Regulations Please indicate the Distinct and Standards and/or the Department of Public Safety for reasons detailed below Model and/or-Serial 'Use (Please check the appropriate box or give a further description of the transmitted Number pertaining to Group items under-the section labeled other: Be sure to identify the appropriate Use Group.) transmitted items Building Plans for Review and Approval Building Plans forwarded asarecord copy for-your files \/ (Review not required) J❑` 31964 R-3 Revised building plans for review. (Please clearly identify revisions on the plans.) Revised Building Plans forwarded as a record copy for your files (Review not required-Please clearly identify revisions on the plans.) El Compliance Assurance Programs Original Submission Modification to: Q Calculations Manual Original Submission Modification to: Installation Manual Original Submission Modification to: Systems Drawings Original Submission Modification to: Other-Provide a detailed description of any other materials.which.are-being. transmitted. Identify any revisions clearly along with BBRS number. Also, identify the requested action. Site Location: 51 Conners Rd.,Centerville,MA 02632 The office transmitting this information has reviewed the above mentioned and attached materials and has found them,to the best of our knowledge and abilities,to be in compliance with the codes and\or rules and regulations for the Commonwealth of Massachusetts'Manufactured Building Program,as applicable Rick ' Wenner .Signed.By 2015.07.29 Signed By. for TPIA: BBRS No: assigned by Mass. for MASS: l 15;59:47 -04'00' � , Print Form •.� 444ee,,, • 1 'illy T n',1` �A, x2"' Y r.,�, ,y �.:yy.y! Va lFe * E•`i.`tp ' k441 wit kx ALW r r f '�,+� eft'# �' _ �u �,� '�` _♦, f. ,r ti� r .-��'' � _ � ''" a f' a�9�` ➢s, 3L4_ �,..s •ate T• � � k. ._ �T �.- ��b E j..j s 4 " r $.• y�ry3. j ••w. }i r-f $ -�.`' �` _ "aS t �p r 'Googie earth feet 400 meters 100 REScheck Software Version 4.6.2 Compliance Certificate Project #31964_000 uob_S/N) PFS Corporation Energy Code: 2012 IECC Northeast Region Location: Barnstable County, Massachusetts APPROVED Construction Type: Single-family R Wenner - 1 Project Type: -New Construction Conditioned Floor Area: 2,080 f1:2 7/29/15 Glazing Area 10% Approval limited to Climate Zone: 5 (5999 HDD) Factory Built Portion Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Customer:Tuepker Builder:All American D Mincemoyer 51 Conners Rd Muncy Homes, Inc. Centerville, MA 02632 1567 Rt442E MA Muncy, PA 17756 Compliance: 2.8%Better Than Code Maximum UA: 290 Your UA: 282 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies ARM ,ARM Ceiling 1: Flat Ceiling or Scissor Truss 1,040 50.0 0.0 0.026 27 Wall 1:Wood Frame, 16"o.c. 710 21.0 0.0 0.057 32 Comment:front Window: 9-34 x 49 U:Vinyl/Fiberglass Frame, Double Pane with Low-E 104 0.310 32 Comment:f 9 Door: 1-64 x 80 2 Sidelites: Solid 38 0.230 9 Comment:f 1 Wall 2: Wood Frame, 16"o.c. 710 21.0 0.0 0.057 36 Comment: rear Window: 1-34 x 36 U Csmt:Vinyl/Fiberglass Frame, Double Pane with Low-E 8 0.280 2 Comment: r 1 Window: 3-34 x 49 U:Vinyl/Fiberglass Frame, Double Pane with Low-E 35 0.310 11. Comment: r 3 Door: 1-72 x 80 Vinyl SGD: Glass 40 0.290 12 Comment: r 1 Wall 3: Wood Frame, 16"D.C. 462 21.0 0.0 0.057 24 Comment:left Window: 3-34 x 49 U:Vinyl/Fiberglass Frame, Double Pane with Low-E 35 0.310 11 Comment: 13 Wall 4:Wood Frame, 16"D.C. 462 21.0 0.0 0.057 24 Comment: right Project Title: #31964_000 Oob_S/N) Report date: 07/27/15 Data filename: O:\Premier Data\REScheck 31000\31964.rck Pagel of 2 D �!lrl Window: 2-34 x 49 U:Vinyl/Fiberglass Frame, Double Pane with Low-E 23 0.310 7 Comment: rt 2 Door: 1-32 x 80 9 Lite:Solid 19 0.320 6 Comment: rt 1 Wall 5:Wood Frame, 16"o.c. 232 19.0 0.0 0.060 13 Comment: bsmt level stair area Door: 1-30 x 80 Blank: Solid 18 0.160 3 Comment: bsmt level stair area Floor 1:All-Wood Joist/Truss, Over Unconditioned Space 995 30.0 0.0 0.033 33 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the RESchgk,JgSQM&NPn Checklist. cn=Darryl Mincemoyer,o,ou,email=dmincemoyer@premier- Darryl Mincemoyer-Engineering Parry! Mincemoyer builders.com,r—Us ff Name-Title Signature Date Project Notes: 1-Calcs reflect only that portion of the unit assembled in the factory & included in the REScheck. Should further living space be added or finished a new REScheck shall be completed by others. 2- For unconditioned basements & cape roofs spaces, the builder shall enclose basement& attic stairs. The walls surrounding the basement& attic stairs shall be insulated & protected with a vapor barrier. The bldr is responsible for supplying all materials. 3- In houses that have factory installed floor ductwork, the bldr shall be responsible to install the insulation floor insulation under the duct. 4-An IRC & IECC Air Barrier& Insulation Checklist is partially completed in plant& supplied to builder with final house packet for on-site completion by others. PFS Corporation Northeast Region APPROVED R Wenner - 1 7/29/15 Approval limited to Factory Built Portion Project Title: #31964_000 (job_S/N) Report date: 07/27/15 Data filename: 0:\Premier Data\REScheck 31000\31964.rck Page 2 of 2 2012 IECC [energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Q... MEW @M Window 0.31 Door 0.29 .( .. . Heating System: Cooling System: Water Heater: Name: Date: Comments PFS Corporation Northeast Region APPROVED R Wenner- 1 7/29/15 Approval limited to Factory Built Portion Commonwealth of Massachusetts Manufactured Buildings Program-Plan Identification Number Assignment Name of Manufacturer MUNCY HOMES MC Identification Number 029 Third Party Identification Number 02 Project Title 31964 Revised Use Group R3 BBRS\DPS Identification Number 0340- 15 Review by Program All plans are reviewed by MA and should be Director Required stamped as below when approved Date: 1 1 /05/ 15 Manufactured Buildings Program From: Linda Shea Manufactured Buildings Program Re: Confirmation of Receipt of Building Plans &Assignment of BBRS\DPS Identification Number (BBRS\DPS I.D. Number) The Board of Building Regulations and Standards and Department of Public Safety (BBRS\DPS) has received your building plans for the referenced project and has assigned the identification number noted above (in the block marked BBRS\DPS I.D. Number). This number has been assigned for purposes of internal tracking methods. This number shall be used in reference to this project and on all future correspondences, inquiries and plan revisions. A�CEPTEQ . MA&$ACIMM$tMANUFACW.RED 8U$AINOB PRC ORAW STATE$OARD OF IlWNO$REO TICN$ 'STANDARD$: 810NATU DAT $AS C TNIRd RTNCE �ICATICN'ONIY Thank you for your cooperation with this matter. BIECT TO;FORT ER REVIEW, Send all correspondences,inquiries and plan revisions to: BBRS/Dept.of Public Safety Linda Shea 50 Maple Street,Suite One Milford,MA 01757-3698 Bbrs\forms2\manufacturedbldgplanid-April 28,2015 JPR EM1 ,R U_{LDERS 1567#Pf1:Route 442 East•Muncy PAS T7756 Phone (570) 546=8915•Fix(570) 546-5892; Manufacturer of;Modular Homes: Massachusetts Approval#MC91 September 24,2014 RD. Letter of C.ertificati°on To WhomIt May Corcerri Th%s letterls written in demonstration of the<fact.that Mr:;Ken Hamel of KC;Hornes,LLC has been adequately educated in procedures relating to the field installation of Premier Builders manufactured homes:. Suc,.procedures include:°the safe:plaeernent.:arid:, attachment of all:manufactured units;to the field constructed foundation system(pro: idecl. . by_others.,asmell as all other-connection details as prescr bed`by than manufacturer's; appro.Yed set manual. By issuing tl `s letter;'Premier Builders hereby recommends Mr; Ken Hamel of KC Homes,LLC as being knowledgeable and competent.to perform:all: workassodaied with the field, nstallation of its rrianufaetured home products:;, Ifther`e are any quesfioris.relatiue to this,subject,_I;maybe contacted at;'(570)546 2264- extension:#3Q1<, ` 'Very truly=,yours,- . PREMIER BUIDLERS s Dick Slaves= - General Manager` j sEe Ls APPLICATION ENGINEERING FOR HEATING AND.:COOLING PREMIER BUILDERS P.O. Box 325 Muncy, PA 17756 Manufacturer's Model#: 31984 HVAC System Type: INFLOOR D.B. LOOP WITH PER BASEBOARDS Prepared By LaSalle Air Systems `• 711512015 (Method&Output 9 2015) All rights reserved:this information proprietary to LaSalle.Bristol Co.and PREMIER BUILDERS Calculations on this page are based on design standards set forth in ASHRAE and ACCA Manuals J Rev 8.2 and D Rev 1.1. System registers are located for best distribution based on Manual T.Design calculations'are based on worst case orientation. Room loads may vary based on actual conditions. ENTIRE HOUSE VALUES-DESIGN ZONE: MA, Region 5A(2012) 41 N Latitude COOLING LOAD: 26,573 Btuh for Outside Temp/Humidity of 89 ° F(31 C)/40%and Inside reduced to 72 ° F(22 C)/50% HEATING LOAD: 32,871 Btuh based on outside temp of 12 ° F(-12 C)with inside temp raised to' 72 ° F(22 C) Basement is heated by the primary air handler to 67 F(19 C). Actual UA=243.7 Max UA(Table R402.1.2)=286.6 Use net wall area,not gross wall .CONSTRUCTION DETAILS& U/SHGC VALUES: (3.5+lnsul Rim-:21,-50) Total Cond.Floor Area: 3120.00 s.f. TRUE Outside Perimeter: 396.00 ft Level 1 Ceiling: , 96 to 96 in. Level 2 Ceiling:. 96 to 96 in. Level 3 Ceiling: 96 to 96 in. Primary Wall Area: 1815.94 s.f.(Net) Dark Roof(U): 0.022 Net Roof Area(less ducts): 1040.0 s.f. Secondary Wall Area: 1056.00 s.f.(Net), Prim Wall(U): 0.042 FLOOR DUCTS(U): n/a TOTAL Low-E window 201.61 s.f. Sec Wall(U): 0.032 ATTIC DUCTS(U): 0.125 TOTAL S.G.D. 40.00 s.f. Exp Floor(U): 0.278 EXT.DUCTS(U): 0.125• TOTAL Glass Block 0.00 s.f. Low-E wi 0.340 / 0.27 ATTIC DUCT AREA: 0_ s.f.exposed TOTAL Skylite 0.00 s.f. S.G.D. 0.540 / 0.44 EXT.DUCT AREA: 0 s.f.exposed TOTAL Doorl Area: 54.44 s.f. Glass Blc 0.510 / 0.41 PEOPLE: 5 2000.8 Btuh Total Appliances TOTAL Door2 Area: 0.00 s.f. Skylite 0.790 / 0.64 FIREPLACES: 0 All Glass%of Floor: 7.74% Door 1: 0.380 DUCT GAIN: @ Average 0 Btuh @ 90 TD/45 TD All Glass%of Wall: 7.63% Door 2: 0.670 DUCT LOSS: 0 Btuh @ 100 TD LATENT GAIN: 3731 Btuh Summer Infiltr(7.5 mph): 79.7 cfm Mech.Ventilation: 75.03 cfn(35.4 Us) Altitude: 35 ft Winter Infiltration(15 mph): 150.3 cfm @ Average ROOM BY ROOM VALUES: 1200.4 FPM, max velocity in trunk#: 2 Heat Exiting Furnace: 91 deg A/C Exiting: 52 deg <<Upgrade Blower>> 0.19 Max pressure at A/H NOTICE:Due to glass area variations,the hourly cooling Cooling Air Heating Air loads may not be balanced by a single-zone system Values for Values for 40 10.0 Kw Maximum A/C capacity HEATING COOLING CFM 2.5 ton unit 90%Gas/Oil Elec Calibrated Blower Test ROOM NAME LOSS(Btu) GAIN(Btu) DIST CFM Btuh CFM Btuh ' E Btuh Btuh(alt adj) Living Room h 2,819 2,528 110 123 2,805 118 3,192 3.025 4,667 Foyer h 1,921 1,059 75 - - - n_{ Dining Room h 2,986 2,989 116 132. 3,004 126 3,418 3,239 4,997 Entry/Bath h 2,365 1,771 92 80 1,818 76 2,068 1,960 3,023 Pantry h 520 346 20 69 1,565 66 1,781 1,688 2,604 Kitchen h 1,880 1.531 73 83 1,883 79 2,143 2,031 3,132 Nook c 3,756 4,466 153 134 3.038 128 3,457 3,277 5,055 ' Bedroom#1 h 2,949 2',938 115 118 2,679 113 3,049 2,890 4,456 Study h 1,109 971 43 76 1,726 73 1,964 1,862 2,870 Bedroom#2 h 2,436 2,261 95 113 2,565 108 2,919 2,767 4,266 Bedroom#3 h 2,389 2,230 93 118 2,686 113 3,057 2,897 4,467 Bath#1 h 385. 252 15 46 1,049 44 1,193 1,131 1,745 Dressing Area h 735 480 29 44 991 42 _ 1,127 1,069 1,648 Bath#2 h 2,055 2,023 80 70 1,595 67 1,816 1,721 2,653 Basement h 4,564 729 178 184 4,191 176 4,769 4,520 6,972 TOTALS 32,871 26,573 1,287 1,391 31,596 1,328 35,954 34,076' 52;554 APPLICATION ENGINEERING t EQUIPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: PREMIER BUILDERS Model#: 31984 P.O.Box 325 HVAC System Type: INFLOOR D.B.LOOP WITH PER BASEBOARDS Muncy,PA 17756 . Design Zone: MA,Region 5A(2012) Prepared by LaSalle Air Systems 711512015 All rights reserved. This information proprietary to LaSalle Bristol Co.and PREMIER BUILDERS RESULTS FROM MANUAL)CALCULATIONS: Worst Case Orientation HEATING LOAD: 32,871 Btuh at 12 REQ'D BLOWER CFM: 1,391 cfm at altitude of 35 It SENSIBLE CLG LOAD: 22,842 Btuh at 89 Entering Air DRY Bulb: 73.0 Mach.Ventilation: 75 LATENT CLG LOAD: 3,731 Btuh at 89 Entering Air WET Bulb: 58.5 ° Entering Air RH: 51 % GRAINS DIFFERENCE: 26 Outside wet bulb: 67.0 ° outsideRH: 40.4 FILL IN THE DATA FROM THE H.V.A.C.EQUIPMENT DATA CHARTS:(Do not use ARI Ratings!) Air handler model#: Condenser model #: =Blower Data Select blower speed in COOLING mode: Blower CFM is from 1055 to 1427 for Total(External)Static Pressure of 0.7 to 0.9 =Electric,Gas or Oil Furnace Select blower speed in HEATING mode: Output Btuh is from 34514 to 46018 Blower CFM is from 575 to 680 for Temp.rise of 55-65 Blower CFM is from 680 to 831 ' for Temp.rise of 45-55 Blower CFM is from 831 to 1069 for Temp.rise of 35-45 =Cooling Equipment S/T Ratio=0.85 Leaving Temp=51.3 ° TO=20.7 ° At 89F outside,Total A/C output from 27104'btuh to 30558 btuh is GOOD. At 89F outside,Total A/C output from 30558 btuh to 31887 btuh is MARGINAL. Sensible Capacity is from 20976 btuh to 24707 btuh Latent Capacity is from 3656 btuh to 5596 btuh Mechanical Ventilation is 6%of blower cfm. Dry bulb increases by:1 ° Wet bulb increases by:0.3 ° =Heat Pump with Supplemental Heating Coils Data from performace charts Data from load calculation btuh at F outside 0 btuh at. 72 F outside btuh at F outside 32,871 btuh at 12 F outside 40000 I , ' Draw Loa J Line and Performance Line 35000 30000 I I ! I 25000 ' 20000 I 15000 I 10000 I ` I 5000 f 0 5 15 25 35 45 55 -65 75 At winter design temperature of 12 F outside,the distance between the lines is btuh which is the Supplemental Heat divided by 3400= KW. APPLICATION ENGINEERING -4 INTERNATIONAL MECHANICAL CODE -Chapter 4 Ventilation Worsheel Manufacturer: PREMIER BUILDERS Model#: 31984 P.O.Box 325 HVAC System Type: INFLOOR D.B.LOOP WITH PER BASEBOARDS Muncy,PA 17756 Design Zone: MA,Region 5A(2012) Prepared by LaSalle Air Systems 7/15/2015 All rights reserved. This information proprietary to LaSalle Bristol Co.and PREMIER BUILDERS RESULTS FROM MANUAL-J CALCULATIONS: Worst Case Orientation HEATING LOAD: 32,871 Btuh at 12 REQ'D BLOWER CFM: 1,391 dm at altitude of 35 ft SENSIBLE CLG LOAD: 22,842 Btuh at 89 ° Entering Air DRY Bulb: 73.0 ° Mech.Ventilation: 75 LATENT CLG LOAD: 3,731 Btuh at 89 Entering Air WET Bulb: 58.5 ° Entering Air RH: 51 % GRAINS DIFFERENCE: 26 Outside wet bulb: 67.0 ° outside RH: 40% Natural or Mechanical: Test the infiltration at 50 Pa should result in 903.1 CFM infiltration being 2.171 ACH(to be confirmed by testing) (5 ACH=2080 CFM) (3 ACH=1248 CFM) Mechanical ventilation is requited To Meet Natural Ventilation:Increase Openable Area by 130% Openable Area Openable Area ROOM NAME Room Area Required Built ROOM NAME Room Area Require Built Living Room 198.3 7.9 11.57 Bedroom#2 182.0 5.5 11.57 Foyer 139.8 5.5 0.00 Bedroom#3 173.3 7.2 11.57 Dining Room 182.0 7.2 17.35 Bath#1 70.4 4.0 0.00 Entry/Bath 101.8 4.0 5.78 Dressing Area 134.3 2.9 0.00 Pantry 74.8 2.9 0.00 Bath#2 141.9 8.0 11.57 Kitchen 200.4 . 8.0 4.38 Basement 1040.0 5.7 0.00 Nook 143.0 5.7 25.78 0.0 7.8 0.00 Bedroom#1 195.0 7.8 17.35 0.0 5.7 0.00 Study 143.0 5.7 3.88 0.0 _ 0.0 0.00 TOTAL 3120.0 101.5 120.81 Mechanical Ventilation Is Required eq ed In These Areas To Meet IMC 2012 Chapter 4: Outdoor. Exhaust Air SPACE CLASSIFICATIONS Occupancy Area Air Air ZONE AIR DISTRIBUTION Flow Private Living Area 5.0 2605.4 75.0 0.0 Floor Supply of Warm Air/Floor Return 1111 Private Kitchen 0.0 200.4 0.0 25.0 Floor Supply of Warm Air/Floor Return 82.91 Private Baths 0.0 314.2 0.0 60.0 Floor Supply of Warm Air/Floor Return 196.4 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 Total 5.0 3,120.0 75.0 85.0 1,390 System Ventitlation Efficiency: 1 72' X 60° FURNACE CLOSET 4.0'-0" 34'-2 3/4" 2T-2 1/2" 18'-2 1/2" 3'-10 1/2" p,`)�LaSalleBristol cif 15'-5' 5'-9" 7' fi o' � 'I� Manufacturing Engineered System Using �2VINYL- 3536 RR GE 3449 Rect D.B. Loop with Per B.B. or Floor Registers 'uias°RiiesoRJ "��"1 _ ` 5 lo'-s 1/z° ' : 5 LS ow m L8�ocwx490R 5, 5 6'-11 1/ (V 3 30 iv 6 15'-3" '^ 6 — ————————— �— m ' N m m - N ., 30BF 8x21g8' I 8x2ix5' is i\ BELOW SUGGESTED BASEMENT SUPPLY BOOT ONLY: °:R 8x21%5' ti I 9.25'x19'-4"LVL ER 1-1125"x19-4" LVL ER MO C\ Q 9.25"x15'-4"LVL ER NOT FOR GARAGE OR VENTED AREAS. I-U25"x14'-D' LVL ER MO W3u4 1 __— A 1125"46-8" LVL ER p • ip � is ' 10'-41, O 3' 'tidu 5 10-10 1/2" N x CLG 6Y e(ON Bx21x4' °p r8x21 x4' { i i` NOTE; THE EXISTING HOUSE AT THIS ADDRESS IS P ITTED DINING RM m FOR DEMOLITION.. ————— —---— — ---- — -- -- --- ———— —————— — 'S p ----- -- -- — � .LG — •-1 2— ---- FOYER—.— -- ---- ----5 ---- — � - .CUT OUT BOTTOM PLATE 00 INSTALL WALL DUCT AND 14'-7"5 6'-10 2" 5 BOOT FOR 8" FLEX F,; 5 SUGGESTED BASEMENT SUPPLY BOOT ONLY. 3449 3449 36SL2 3449SG 3449 NOT FOR-GARAGE OR VENTED AREAS. 15'—3' I 10'—9' 14' MR NOTE: 35'-11" 29'-5" 21'-4' I. 10'-T' APPLICABLE BUILDING CODES 1 . MR BUILDING CODE FOR OTFD 8th ED, . . SUGGESTED BASEMENT.SUPPLY BOOT ONLY. - �... -MR FUEL GAS AND PLUM13ING CODE 2D12 IECC; 2014 NEC W/ MR AMEND FINISHED FLOOR <6'ABOv �nriuc NOT FOR.GARAGE OR VENTED AREAS.' � WHOLE HOUSE VENTILATION BY MODULAR MANUFACTURER AROUND ENTIRE PERIMETER iav� DUCT TIGHTNESS AND BLOWER TESTING TO - FLOOD ZONE -NO , BE PERFORMED ON-SITE BY R MASS. CERTIFIED L07 (rNF FIRE SFPRRRTION:- NnT RF(HrtRFn FOUNDATION TYPE -13RSEMENT BUILDER, HERS RATER OR OTHER QUALIFIED WALLS/PROJECTIONS >5'FROM LOT LINE 5TPORINKLERBREQUIRE GRADE NO - PREMIERBUILDERS••�_® PROFESSIONAL PER 2012 IECC REQUIREMENTS crs m aA1�r c)v�' 07-07-15 DM RE { - DESIGN SNOW ZONE=35 GSL �I h flt adn H f77W —i�r m.AT 03-i6-15.DM REV SIDEWALL= 2x6 16"oc CLG= R-50, WALL= R-21 ROOF= 5/12 16"oc (90•) xirw 03-13-15 DM REV MARR WRLL= 2x4 16"or FLR= R$O(BY BLOR) DESIGN WIND ZONE=-110 SSG ALL AMERICAN / TUEPKER MAINSTREET CLG.HGT= 8'-0" (SEE.RESCHECIO WINDOW 6 DOOR DP=:40/50 AODTL BSMT COL- • STAIR OPEN'G(S)BASED DEST= 51 CONNERS RD FLOOR PLAN CUSTOM LABEL = • ON 825"/9.00"GEOMETRY CENTERVILLE,MR 02632 FLOOR en oaro eo�o BARNSTABLE CO. DRM O1-15-15. 1/4"=1'-0" 3 964_000 40'-0" 31-8 1%2" 4' P. 5'-5" 3449SG r, 3449 4 q1 a-4'-7" J r 5 10'-2" 6 i G] +4260{Y�R I i N00 c 4: BATH 2 o m. I - I I OR 3 -G A. : 0 ' o m . 1 Y6"x16'-8",LVL ER MOD - - ., - c4 - M. 7%18510� `) -- -------- i e� N 48WS y * !I '¢ _ BE 1 c A m •.• - -• (40 PSF.FLR R) `--' •--� 14'73.1/2" ?. x T-. ^-v Ln 6 5 6 �IDF • . 3449 3449' 3449 3449 3449 14' - _ < ' 35'.11,' ^: . ,.• 29' Sir., 21'-4" _I 10'-7" � ' 4'-1"- y ►lLaSalleBristol x Manufacturing - PREMIERBU�LDERS ' „* • `" A SM M W rice ems m "m 07-07-15 DM REV 1�7 Po M Po T7768 m/LL6�E-eB6 or.--�1 m - ti 03-16-15 DM REV Engineered System Using ,„� ,a' � �03-13-15 DM REV Straight Duct Board with " RLL RMERICRN / TUEPKER MRINSTREET ' B.B. or Floor Registers SIOEWALL 2x616"oc PUN,a, MRRR WRLL- 2x316'oc^ °2 STY FLOOR PLRN CUSTOM _ ; lm en nano o CLG HGT 8'-0" LRaEL •DRM 01-15-15 1/4"=1'-0" ;1964_000 y e q INDEX INDEX "MaE MODEL LIST • ��� I �"�EE R DESCRIPTION DRAWN DATE N a HEFT DESCRIPTION DRRUN REV SIGN 2a RANCH 1 FAMILY la COVER SHEET 3-22-91 1-30-2015 7a CROSS SECTION for 2a,h, 3-22-91 1-30-2015 2b CAPE 1 FAMILY 2c RRISEC RANCH - 1 FAMILY 2a TYP RANCH PLAN 3-22-91 1-30-2015 7a_1 HIGH-WIND DETAILS B-'28-95 1-30-2015 2d RANCH ELL - 1 FAMILY 1 2b TYP, CRPE PLAN 3-22-91 1-3D-201S 2e RANCH TEE 1 FRMILY 7a_lri RI HIGH WIND DETAILS 5-2-2003 1-02 2013 2c TYP RRISED RANCH 3-22-91 1-30-Zfl15 2f SPLIT LEVEL ELL - 1 FRMILY 2d TYP RANCH ELL 3-22-91 1-30-2015 7a_2 HIGH-WIND DETAILS 4-26-2004 1-30-2015 2 SPLIT LEVEL TEE 1 FAMILY 2e TYP RANCH TEE 3-22-91 1-30-2015 ALTERNATE BRACED 2h RANCH 2f DETAILS - 1 or 2 FAMILY 7a_3 WALL L 11 1-2005 1 30 2015 , TYP SPLIT LEVEL ELL 3-22-91 1-30-2015 2i RRISED RANCH - 1 or 2 FRMILY 2 TYP SPLIT LEVEL TEE 3-22-91 1-30-2015 7e-4 PORTRL-FRRME BW DETAILS 1-30-2015 ---- 2" 2 STORY - 1 FAMILY RANCH- 1 STORY- 1 FRMILY 7b CROSS SECTION rm: 2b 3-22-91 1-30-201S 2k 2 STORY - 2 FRMILY 2h� ATTACHED OR 2 FRMILY 3 22 91 1-30 2015 7c CROSS SECTION for 2c.i 3 22 91 1-30-2015 2k_1 2 STORY UPPER/LOWER 2 FRMILY RRISED RANCH- 1 FRMILY, 7d CROSS SECTION for 2d,e 3-:22-91 1-30-2015 21 END TO END SPLIT - 1 FRMILY 2i 3 22-91 1 30 2015 9, 2m CONTEMPORARY 2 STORY 1 FRMILY ATTACHED OR 2 FAMILY 7e CROSS SECTION for 2f, I 3-`22-91 1-30-2015 2j TYP 2 STORY 3-22-91 1-30 2015 7f CROSS SECT. for 2j,k,k_l,n 3-22-91 1 30-2015 2n. SINGLE' FAMILY ATTACHED - I FAMILY 2k 2 STORY- 2 FAMILY 3 22 91 1 30-2015 7F-2 CROSS SECTION for 2s 2'15 95 1-30-201S 20 1 'MODULE RANCH - 1 FAMILY 2k_l 2 STORY UPPER/LOWER 2 FAMILY 6-14-93 1-30-2015 79 9/12 OR 12/12..ROOF OPTION 3-:22-91 1-30-2015 2p 1 MODULE WIDE 2 STORY - T FAMILY 21 END TO END SPLIT LEVEL 3-22-91 1-30-2015 7 _1 .12/12 VAULTED TRUSS OPT. 3-22-91 1-30-2D15 2q 3 MODULE RANCH - 1 FAMILY CONTEMPORARY -2 STORY 3-22-91 1-30-2015 79_2 7/12 VAULTED TRUSS OPT- 8-10-20061-30-2015 2r SALT BOX - 1 FAMILY 2n 1 FRMILY ATTACHED- 2 STORY 3-22-91 1-30-2015 7g-3 VAULTED ROOF FRAMING DET.12-19-2008 4-01-2013 2s 6 MODULE 2 STORY - I FRMILY 20 TYPrSINGLE MODULE RRNCH 3-1-93 1-30-2015 7h 'CROSS SECTION for 2m 3--22-91 1-30-2015 2t ALTERNATE 2 STORY - i FRMILY • 2p TYP SINGLE MODULE 2 STORY 3-1-93 1-30-2015 T OPT. CROSS SECTION for 2 3-22-91 1-30-2015 X INDICATES MODEL ,& PAGES HE] - 2q 3 MODULE. RANCH PLAN 3-22195 1-30-2015 7j ALTERNATE CONST, DETAILS 3-22-91 1-30-2015 CONTAINED IN SET 4:� 2s SIX BOX 2 STORY 3-22-95 1-30-2015 7k RLTERNRTE•CONST. DETAILS 3-22-91 1-30-2015 - T NUMBER OF PAGES IN THE SE. — NOT INCLUDING COVER SHEET , 71 ALTERNATE CONST. DETAILS 3=22-91 1-30-2015 DRAWINGS SUBMITTED ON LESS THAN 24"x 36" 7m ALTERNATE CONST. DETAILS 3-22-91 - 4-16-2010 SHEETS HAVE BEEN PHOTOGRAPHICALLY"REDUCED.- 7n ALTERNATE CONST. DETAILS 3 22-91 12-20-2013 2E-1 OPTIONAL ELEVATIONS 3-22-91 1-30-2015 7p CROSS SECTION for 20 3-1-93 1-30-2015 NOTES 2E_2 OPTIONAL ELEVATIONS 3-22-91 1-30-2015 7 CROSS SECTION for: 2 3:1-93 1-30-2015 1. D75CRETE MODELS(PEENS HAVING THE SAME SPECIFIC OR.REVERSED.ROOM ARRANGEMENT RND/OR. '{ , ARCHITECTURAL STYLE)SHALL BE PREPARED FROM ' 3a SCHEDULES & NOTES 3-22-91 1-30-2015 THESE DRAWINGS WITH OUT M00[FICATION, ADDITION'. , _ OR DELETION IN ANY MANNER, 3b SCHEDULES & NOTES 3-22-91 1-30-2015 2. "BRTH, TOILET AND SHOWER ROOM LAYOUTS SHALL BE DERIVED FROM SHT 6e. MINIMUM FIXTURE CLEARANCES, STRUCTURAL SCHED. & NOTES LIGHT RND VENTILATION SHALL BE COMPLIED WITH, 3c 3-1-93 1-30-2015 SEE SHT 6e. 35 65 PSF,GSL MINIMUM ROOM DIMS, AREAS, LIGHT, VENT AND EGRESS p' FOR HABITABLE SPACES SHALL BE COMPLIED WITH 3c_1 STRUCTURAL SCHED. & NOTES 3-1-93 1-30-2015 3. KITCHEN LAYOUTS SHALL BE DERIVED FROM BHT 6a.- 60 - 90 PSF GSL LIGHT AMD VENTILATION SHALL BE COMPLIED WITH. 8a FRAMING DETAILS 3-22-91 1-30-2015 MINIMUM ROOM DIM'S. RRERS. LIGHT. VENT AND EGRESS. FOR HABITABLE SPACES SHALL BE COMPLIED WITH, 4e FOUNDATION for"2a,b,,m 3-22-91 1-30-2015 8b FRAMING DETAILS 3-22-91 1-30-2015 4 CLOSETS MAY BE ANY SIZE RND PLACED ANYWHERE. CLOSETS OR 5TDRRGE AREAS SIZED AS HABITABLE 4b FOUNDATION for 2c 3-22-91 1-30-2015 Sc FRAMING DETAILS 3-22-91 1-02-2013 SPACE SHALL COMPLY WITH MINIMUM ROOM DIMS, AREAS, 4c FOUNDATION for 2d,e 3-22-91 1-30-2015 8d FRRMING DETAILS 1-13-98 4-15=2014 LIGHT, VENT AND EGRESS REQUIREMENTS, SEE SHY Y, - 5. FOR DOOR AND WINDOW SCHEDULES, ENERGY SUMMARY, 4d FOUNDATION for 2f,9 3-22-91 1-30-2015 8e FRRMING DETAILS 3-12-2010 1-30-2015 SEE DRAWING 3a.FOR SECOND FLOOR STAIR DETAILS, " SEE DRAWINGS 7b, 7f,7h, 7i Icy 4e FOUNDATION for 2h,k,k_1 3-22-91 1-30-2015 8e-1 FRAMING DETAILS 8-01-2013 1-30-2015 6. FOR LOCATION OF CERTIFICATION AND THIRD PARTY LABELS RNO DATA PLATE, SEE GENERAL NOTES - 2, 4f FOUNDATION for 2i 3-22-91 1-30-2015 8f FRRMING DETAILS HIP ROOF 9-D3 2010 4/15/2014 NOTE w7, SHY 3b. - 49 FOUNDATION for 213-22-91 1-30-2015 - 'S 4h FOUNDATION for 2n 3-22-91 1-30-2015 FIRE RATED'ASSEMBLY DETAILS 41 FOUNDATION for 2o,p 3-I-93 1-30-2015 9a 2 FRMILY 3-22-91 10-OS-2012 - - " - - 4 FOUNDATION for'2 1-26-95 1-30-2015 FIRE RRTED,ASSEMBLY DETAILS - 4k FOUNDATION for 2s 2-17-95 1-30-201S 9b 2 FAMILY 3=22 91 12 a.2011 _ - - FIRE RATED ASSEMBLY DETAILS - - 4 9c 3-22 91 4-01 2013 ` - Sa ELECT & HEAT for 25 3-22-91 1-30-2015 UPPER/LOWER-2 FRM"&'VR ' 5b ELECT & HEAT for 2b 3-22-91 1-3D-2015 9c-1 GARAGE RATED ASS'Y 6'14-93 1-30-2015 V 5c ELECT & HEAT for 2c 3-22-91 1-30-2015 9c_2 GARAGE RATED ASS'Y 6-4 99 1-30-2015 Sd ELECT_& HEAT for 2d,e,f, 3-22-91 1-30-2015 ZERO-LOT-LINE FIRE RATED Se ELECT &.HEAT for 2h 3-22-91 1-30-2015 9d RSSEtMBLY DET. - 1 STORY I1-18-96 12-21-2011 5f ELECT d HERT for 2i 3-22-91 1-30-2015 ZERO-LOT-LINE FIRE RRTED MASSACHUSETTS DESIGN SPECIFICATIONS' MR55RCHUSETT5 APPLICABLE BUILDING CODES 9e 1118 96 12 21 2011 - MUNCY HOMES, INC. -MC- 029,EXP. 4-30-2016 MR BUILDING- CODE FOR ONE'RND TWO - DESIGN LORDS: 59 ELECT &.HEAT for 2j,k. - 3-22-91 1-30-2015 ASSEMBLY DET. - 2 STORY 1567 PA ROUTE 442,MUNCY. PA 17756 59_1 ELECT & HEAT for 2k_1 6-24-93 1-30-2015 9f THRU-PENETIRRTION RSS'Y 4-01-13 FAMILY DWELLINGS, 8th EDITION FLOOR: '40 PSF (30 PSF SLEEPING sh" ELECT & HEAT for 21 3-22-91 1-30-201S MR FUEL GAS RND PLUMBING CODE STAIRS: 40 PSF IN-PLRNT IN5P.AGENCY - PFS CORP., TPIA.02, EXP.4-30-2013 2014 NEC WITFB' MR P,MEND'MENTS DECKS/BRLCONIES: 60-PSF, 51 ELECT & HEAT for 2m. 3-22-91 1-30-2015 10a ATTIC HVRC DUCT SYSTEM 4-1-97 1-30-2015 MODEL SERIAL-NO. ATTICS WIII HOUT STORAGE 10 PSF 5 ELECT & HERT for 2n 3-22-91 1-30-2015 TYPICAL HVRC DUCT SYSTEM MUNCY HOMES, INC. - PLANT LOCATIONS 10b 4-1 97 1-30-2015 5 SITE LOCATION ATTICS WITH STORAGE '20 PSF Sk ELECT & HEAT for 20 3-1-93 1-3D-2015 RANCH AND CAPE MODELS rj/lOI1S CONS7.TTYPPE VB PLANT 1: SALES DIVISIONS: WALLS: 190 MIN - 110 MAX MPH (3SG, EXP "C") 51 ELECT.& HEAT for 2p 3-i-93 1 3D-2015 TYPICAL HVRC DUCT SYSTEM BUILDING HEIGHT ABOVE FOUNORTION 35 FT.MAX. 1567 PR ROUTE 442 MUNCY HOMES - GROUND SNOW LORD - P SEE TABLE 301.2(5) Sm ELECT & HERT for 2 1-27-95 1-30-20" 10. 2 STORY MODELS 4-1-97 •1-30-2015 - OCCUPANCY LORD 20D SF:PER OCCUPANT MUNCY, PR 17756 _ 1 SUPERIOR BUILDERS 9� - - NUMBER of sTcazlES PREMIER BUILDERS 5n ELECT for 2r: 2 7-g5 10 i-2002 FLOOR AREA/STORY SF PLANT 2:. CONSTRUCTION CLRSSIFICRTIONr. VB So ELECT for 2s 2-13-95 1-30-2015 110 i-STORY SPRINKLER PLAN 11-12-2010 ---- - 1565 PR ROUTE 442 TOTAL ENCLOSED SPACE CU FT ^ 5 HEAT for 2s 3-22-95 1-30-2015 DESIGN LIVE LOADS: MUNCY, PR 17756 OCCUPANCY- CLASSIFICATION (USE GROUP): R3 " p - .,.��' OF,�, - WIND 90 - 110 MPH 3SG, EXP '•C". STAIRS 40 P5F INI SNOW 3S- SO PSF GSL CORRIDORS N/A PLANT, 3: - • - - - , SEISMIC ZONE NIP BALCONIES 60 PSF 1567 PR ROUTE 442 _ `SEISMIC ZONE: NA - � - � J K�T '1f�"•: ' FLOOR'40 PSF LIVING - 30 PSF SLEEPING MUNCY, PR 17756 - SPECIAL USE, PROVISIONS AND LIMITRTIONS: 6a MISCELLANEOUS DETAILS 3-22-91 1-30-2015 STEt5ERf3 BUILDING IN FIRE LIMITS DNA MODULES TO BE MANUFACTURED BY 6b TYP PLUMBING ALL MODELS, 3 22 91 1-30-2015 - 1� ND.4,113i MUNCY HOMES, INC. y FIRE GRADE - 6b-1 PLUMBING for 2j,k,k_1 3-10-97 8 01-2013 p �F `�a4 FLAME SPREAD- 20D OR LESS "^ BUILDING SET-BACK:6 FT.FOR 0 HOUR WALL BY BUILDER) - - 6c" PLUMBING for 2m,n,p,s 3-22-91 8 01-2013 TYPE OF HEAT NONELECTRIC - TYPE OF FUEL F055IL TOPE OF CHIMNEY (B7 BUILDER) ON SITE PER CODE P CC CO RPOR A TION FOR SITE WORK, SEE SETUP PROCEDURES MANUAL PFS CORPORATION�V � � ^ DRAWINGS & SETUP PROCEDURES SHIPPED WITH UNIT. - CERTIFICATIDN LABEL,PFS LABEL AND DATA PLATE LOCATED ' Approval Limited to Factory Built Portion Only - IN CABINET ABOVE RANGE. 2ND LABEL LOCATED IN SMALLEST !-Y - - CLOSET OF OTHER MO- WALLY. MRS T E R SERIES _ FIRE ALARM SYSTEM - WALL OR CLG MOUNTED SMOKE � - � iDR) P T DATE RND:CO DETECTORS. - _ ENERGY PROVISIONS: State: Massachusetts INDEX - RESIDENTIAL BUILDING DESIGN BY REScheck SOFTWARE. i' FLOOR AND/OR BASEMENT TO BE INSULATED BY BUILDER. - Signature: �Pa�ald Am# COVER SHEET �E DE ENT- DATE Title: Staff Plan Reviewer MUNCY HOMES, INC. 1:567 PR ROUTE 442 Date: 5/21/15 MUNCY,'PR 17756 DRN BY DATE 'SCREE. REV. SHT. NO. DATABASE NAME MJL 3 22 91 NONE 1 30 2015 1a " - - 01\laml XI 40'-0" 34'-2 3/4" 23'-2 1/2" 18'-2 1/2" XIf` 3'-10 1/2" WALL-A .� 29 1/4". o • I` 72VINYL 3536 RANGE 3449 IFtl890R.W186�t► iw7830R �N • W123DR B1T ' 10'-6 1/2" __1-615R, ■ -— 1 - 1- bCW24MR 5,_4„ m 6111/ Ls DW LS - _ cT1s 00 N Y N 30 - 1 DATA PLATE - S 3 ( In d LRBEL3 �, 15-3 � • t to CD NOOK u KITCHEN , ENTRY N m - - - - i N m 30BF TF1 - fV J .._. - U242484R B24R 1-9L25'k1W-4" LVL EA MOD• -�+ 3 1- 25"45'-4" LVL EA MOD 1-11.25"45'-4" LVL EA MOD ----- -- - 1-11.25"49-8" LVL EA MOD o, '- 1-11.29'44'-0" LVL ER MOD W3M4 W243oR 1-11.25xi5'-4" LVL EA MOD - - Co 3 10'-4" O 3'-7" '� O 10'-10 :1/2"JU N ` PFS Corporation FZREBLoc►� AT O O CLG d FLR PENETRATION FlR�OCKING AT Northeast Region . � ON-SITE BY M-M (�G a FLR PEPETMTI0N i ON-SITE BY IBLOR cn 14 14PPROVED o i, R Wenner . 1 ; m DINING RM m 7/29/15 - _ _ o LIVING RM APProvallimit®dto LABELs� m Factory Built Portion _ t _ y FOYER m ao CORNER.HOLD-DOWN:(4) ,_ ��s SIMP90N *STHDI4RJ 14-7 6 10 2 3 1 13 4 30-16d SINKER NAILS ^ PROVIDED 6 INSTALLED LLL BY BLDR AT ALL EXTI CORNERS (OR EQUAL) SEE DIET *1 SHT 7a2 2� `3449, T-7 1/2" 3449 3'-11" 36SL2 6,_7.,. 3449SG 3'-7 1/2" 344-9 2-7 3/4 ' WALL-B MA NOTE: �I� k' I I - ;� 10'77" 4'-1„ -� � 35 11 � 29-5 21-4 APPLICABLE BUILDING CODES: " MR BUILDING CODE FOR OTFD 8th ED, NOTE: THE EXISTING HOUSE RT THIS ADDRESS IS PERMITTED MR FUEL GAS AND PLUMBING CODE FOR DEMOLITION. 2012 IECC' 2014 NEC W! MR AMEND . WHOLE HOUSE VENTILATION BY MODULAR MANUFACTURER FINISHED FLOOR <6' ABOVE GRADE ' DUCT TIGHTNESS AND BLOWER TESTING TO AROUND ENTIRE PERIMETER BE PERFORMED ON-SITE BY A MASS. CERTIFIED LOT LINE FIRE SEPgRATTON: - NOT RFOLITREO FLOOD ZONE - NO BUILDER. HERS RATER OR OTHER QUALIFIED WALLS/PROJECTIONS >5' FROM LOT LINE FOUNDATION TYPE - BASEMENT r RE/r/IER�UILDERS F O1■"'"'m" PROFESSIONAL PER 2012 IECC REQUIREMENTS. STORIES ABOVE GRADE - 2 ,, eft 07-28-15 DM MR SPRINKLER REQUIRED - NO ""N ILK OF NtWV N US W_ 07-07-15 DM RE DESIGN SNOW ZONE= 35 GSL 1�57 Peq�4 A�y� Po qw`*wwc5 -M$6 03-16-15 DM REV WALL BRACING REO'MTS - 110 MPH WIND BONE - WFCM 2001 wl��reml &= �imuue 03-13-15 DM REV SIOEWRLL= 2x6 16"oc CLG= R-50, WALL= R-21 ROOF= 5/12 16"oc (�) WF)LL• FlR L P 4 REaD CAPAc1TY Cl ITY EDGTM THICKNESS F MARR WALL= 2X4 16'bC FLR= R-30(BY BLDR) DESIGN `WIND ZONE 110 35G ALL RMERICAN / TUEPKER SHTG D of SHEFlRWHLL OF 3tf1�2WHLL FRSTTIG . r►�+ TFQCKNESS TYPE MAINSTREET A AM 2M 335 3' 6" 711W 7/16 Wk p STAPLE' CLG. HGT: 8'-W (SEE RESCHECK) WINDOW 6 DOOR DP-- 40/50' 1 2�6 � 7� 3" 12" 7/16" 8d NAA ADDTL BSMT COL - u STAIR OPEN'G(S) BASED • DEST.= 51 CORNERS RD FLOOR PLAN W/ DUCT CUSTOM 20 3 • " " LABEL - ■ ON 8.25"/9.W' GEOMETRY CENTERVILLE: MR 02632 ?>WOTE� DBL STUDS AT SHTG EDGES FOR FILL WALLS w/2" EDGE FASTENING«« BARNSTABLE CO. QRM Ql-iS-15 1/4"=1'-Q" 3 91 64_000 40'-0" 31'-8 1/2 4'-1" � WALL-A m 6'40 1/V1 2'-7 3/4" CD 3449SG 3449 '�`--� 4 9.1 4-7 5'-0 1/2" I 4-11 2' ' 10 10-2 1 (o 60 �FOTR I i sF • In I I V) 1O (7 p 1 I (Y7 U) m I 1 .� BATH 2 - o co 1 1 LRBEL :-+ m 1 I i BE-y3 M i 1 C%j M SIME0 J N -30 _j 3 e = 3 m 6�r � � 7cm:) 1-i6"x16'-8" LVL EA MOD _ 30 (o 3- r — i-. 3,-9„ 48WS PS F Corporation ' i I LABEL � Northeast Region -, � 'APPROVED - R.Wenner - 1 BR 1. 7/29/15 €n CP - - STUDY - Approval limited to - N M Factory Built Portion (40'PSF FLR AREA) �— '� m }' CORNER HOLD-DOWN 14'-3 1/2" 7'-2" '-1" p SIMPSON #LSTA9 8-10d NAILS c G 1_ PROVIDED & INSTALLED BY BLDR AT ALL EXT CORNERS (OR EQUAL) 1st STORY. CLG PERIM TO 2nd STORY FLR PERIM 2'-7 3/4" 3449 C 9'-7 1/2" 3449 L = F-2 1/2" 3449 7'40 1/2° - �. 3449 3-7 i/r' 3449 L 2-7 3/4^ FACTORY INSTALLED «LSTA12 T x x 4-10d NAILS PER LEG AT CORNERS FROM STUDS TO m WRLL-B m CLG & FLR PERIMS (6-TOTAU. rn , rn 35-11" 29-S" ,.21-4" 101-711 4'-1f' r IrM6®1 fl%TMICIED - NEMIERBUILDERS iVr6 07-28-15 DM MR e MNM of MOVY UMM 9C DM07-07-15 DM REV 967 Pa RN4 Malay. Pa IM y 57450-M6 !a,,j 1 m,:e d 03-16-15 DM REV WALL BRACING REQ!MTS 11n MPH WIND ' ww�w.pam D s v mwo +m+.ae . 03-13-15 DM REV WALL* seam SFULL M o�F� MW M Tsl� T�s R ALL RMERICRN / TUEPKER MRINSTREET A 34-33 82 329 .4• 6• 7/16• 7/16'k169& STAPLE SIDEWALL= 2x6 16"oC CUSTOM B 25.88 124 W/ DUCT ftF"NO; MARK'WALL= 2x3 16"0C 2 STY FLOOR PLAN 2 23W 490. 4' 12• 7/16• 8d NAIL CUSTOM HGT= 8'-al aaa or. Dare score Jo��JER« >>>N�TE: DBL STUDS AT SHTG EDGES FOR ALL WRLLS w/Z' EDGE FASTENING«« ' ' DRM 01=15-15 1/4°=1'-0" 31964_000 3 3 r L_CJrJ' I UW 15 3 m 1 r---� !e 1a i1 -1 3 L _LI --m 1_{ 1 i 5 m m 5 � L 3 2 4 S_ OTREF T II 15 5 P 13 14 II 3 I I � 14• I L _ J I , 5 FF Ir _ __ _ _ _ __—_ _ _ _ — _ - _ _ _ _�7 S D rj _ _ _ _ _ __ _ _ � Ir — — — —— — —— — — — — — - - - - - - - - - -- - - 3 3 3 2Q , 1e I 2aIn I ' 2a 2 2 /PEr m S3 g O I I O s 2b a •. t I S. 14-3 TO r - - - - - - ; I 7 i 2b jl 6 I L - - _ 16 ELECT PNL 61 6 .�� i i Ii b. 2b (BSMT) �► (6' COIL) I - - - cJ S3 S'cJ3 60 6 ' 2b PFS Corporation Northeast Region APPROVED HEAT,SYSTEM: ON-SITE BY OTHERS REV. R Wenner - 1 NOTE: 1. AFCI PROTECTION 6 TAMPERED-RESISTANT RECPTS. PROVIDED PER 2014 NEC C „M®,�,® 7/29/1$ 2. ALL CEILING LIGHT BOXES SHALL BE RATED FOR 50# PER 2014 NEC 314.27 (A)(2) PREIVII,ERBU�LDERS 3. ON-SITE DECK/PORCH/STOOP SHALL EXTEND UNDER EXT GFCI RECEPT RS Approval limited to COMNINIAM SHOWN SO THE,RECEPT MAY BE ACCESSIBLE FROM THE DECK/PORCH/STOOP A�aK orMPuyimm We Am am PP 4. REDD FRONT 6 REAR EXT GFCI RECEPT SHALL BE ACCESSIBLE FROM GRADE. 1�87 P8 ftt44� Mrwy Pe r/M •67OX46-M � •,� m a a o, 07-20-15.DM MR Factory Built Portion ADDITIONAL °GRADE-ACCESSIBLE" EXT GFCI RECEPTS SMALL BE PROVIDED ,�;,,r� � m : 07-07-15 DM REV AND INSTALLED BY OTHERS (BELOW THE MODULES) AT THE FRONT AND REAR . OF THE HOUSE SHOULD THE RECEPTS SHOWN NOT BE ACCESSIBLE FROM GRADE. ALL RMERICRN. / TUEPKER S. ATTIC LIGHT REQUIRED IF SPRCE IS USED FOR STORAGE OR CONTAINS EOUIPTMENT A NSTREET REQUIRING SERVICING. PER. 2014 NEC. SEC 210.70(RX3) TO BE PROVIDED AND PUN NW INSTALLED ON-SITE BY OTHERS. 1 STY ELECT PLAN CUSTOM• - DWtt►By; Dare =FLO Jog.9M*: +' ORM 03=31-15 1/4'=1'-0" 319614_000 Ili o• 20 ' 0 21 ------ I i 2121 , o U. _ I ' OTREFLT 1 - 4b t. 1 , 20 � , ,i 14-3' I r I 14-3' -- - - - -'-� ` - - -In F 20 1, 20 - - 21 -------- r i --14 3 4b S- SS 21 7 _ I I :1 7 b 20 rs- 21 14-3 TO r I. 1 HC 20 BSMT Sp - - -- -- - - - - - - - - ', ' S3 - I I S PFS Corporation i 7 ._/ I /L_ _ _J I 14-3 TO Northeast Region , I BSMT W 8 APPROVED ., , I -- - - - - - - - - - - R lNenner - 1 7 ' ' , s t. I ' 7/29/15 - - - - Approval limited to Factory Built Portion 7 7 ` 1 6 � 1 7 7i 8 g i 8 8 . 8 REW PREMIERBUILDERS 07 Pe Rt Y Pa 9M •(�iS:tB-8l715 ".—d Z m is..._a. 07-28-15 DM MR www�emkwMllW(dtirs am mno 07-07-15 DM REV RLL RMERICRN / TUEPKER MRINSTREET 2 STY ELECT PLAN W/ DUCT C USTOM oral Ame: . DRM Q331-15 g 1%4"=1'-0,� '031964=000 N N C r - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1298 PLF • I Ir - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i - i 'NOTE; FOUNDATION SHALL BE DESIGNED BY A •DESIGN PROFESSIONAL WITH 1 , KNOWLEDGE: OF LOCAL CONDITIONS. THIS SAMPLE PLAN IS MEANT , ONLY TO COMMUNICATE THE DIMENSIONAL AND LOADING INFORMATION TO 1 DESIGN PROFESSIONAL SO THEIR FOUNDATION 'DESIGN IS COORDINATED 1 1 WITH THE REQUIREMENTS OF THE MODULAR BUILDING. 1 ' o i' NOTE; MINIMUM (2) 1/2" ANCHOR BOLTS PER SILL PLATE 1 -1. _ SECTION. ANCHOR BOLT IS REQUIRED 3.5' MIN - 12" M I MAX FROM EACH END OF EACH SILL PLATE SECTION , I. I CONNECTIONS FOR LISTED UPLIFT LOADS TO BE PROVIDED FROM MODULAR TO FOUNDATION ON-SITE BY BLDR. I 5'-61' 5'-71 4'-0" 7'-4" 4'_0" 7'-611 I ,. JI I r- - � r- -� r- - � � r - -� r -� r- -n � iJ 1IL 2461 PLF 1 I 1 1 I 1 i I tz.` N J _ L 6,647a PL 18,255* PL. 18,093# PL.. i 1_ PFS Corporation bc�,.9 Northeast'Region APPROVED R Wenner - 1. 1 7/29/15 I ' Approval limited to i R Factory Built Portion ; i NOTES 1. 9COLUMN SPACING CAN BE ADJUSTED AS LONG AS MAX. CLEAR SPAN IS NOT I ,. EXCEEDED, COLUMNS AT POINT LORD iLOCATIONS ARE NOT MOVED, AND A I , I 1/n9"x12"(26/28/31W) OR 1/Z'xV x12"(24W) STEEL PLATE IS INSTALLED ON COLUMNS. I i 2. COLUMN LORDS SHOWN ON FOUNDATION PLAN ARE BASED ON INDICATED COLUMN , SPACING SHOWN. IF ;COLUMNS ARE MOVED, LOADING VALUES WILL BE VOID. 3. CENTER FLOOR GIRDER SHALL CONSIST OF 6-2)d0 SPFa2 (26/28/31W) IOR 4-2x8 SPFo2 (24W) 1 , rMEMBERS WITH SPLICES LOCATED A MINIMUM OF 2 FEET APART ON EACH 'MODULE. SiMPSON STHDI4RJ (4) I , 4. SEE FLOOR PLAN, FOUNDATION PLAN AND SET-UP INSTRUCTIONS FOR SECURING 1 AT ALL CORNERS AS SHOWN i :MODULES .TO FOUNDATION (COLUMNS, PERIMETER 6 CORNER ANCHORS (IF REQUIRED)). - i I SEE DETAIL 91 SHT 7e 2 i I , (OR EQUAL) (1,941# UPLIFT) - J BASED ON 3000pSI: CONCRETE ,� ` - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.- - - - - - - - - - - - - - - - - 1298 PLF • L- - - - - - - - - - - - --- - - - - - - - - - -.- - - - - - - - - - - - - - - - - -f - - - - - - - - -. - - -.- - - - - - - - - - - - - - - - - - -. - - - - - J BE1li NOTES: 1. THIS FOUNDATION DRAWING AND NOTES ARE FOR REVIEW ONLY. ACTUAL' ,�„�®, FOUNDATION DESIGN TO APPROVED BY R PROFESSIONAL ENGINEER PREMIERBUILDERS! °0°'�" OR REGISTERED ARCHITECT. 2. THIS. DRAWING TO BE USED FOR DIMENSIONS ONLY. A MN M OF MICV Np M NC "°°°°1016 3. SEE FLOOR PLAN FOR DIMENSIONS OF UNITS & STAIR LOCATION. wwwyrernkrraul a"'c ii E d,*t 03-28-15 DM REV 4. SEE MASTER SERIES DWGS, SHT. NO.'3C 6 46. FOR NOTES AND DETAILS. 13�7 A Pa >776i9 �a t m,a. -o. 07-15-15 DM E 5. MAX. CENTER FLOOR GIRDER SUPPORT COLUMN SPACING= 7'-7" - ALL AMERICRN' / TUEPKER STREET TS. FOUNDATION LAYOUTCUSTOM Mft on oa�c saw. ,oe. t•e DRM 03-;13-15 31964_000 r " MRH CLG. rn III H�H// ® 0 a -+ FLR. PPS Corporation N s , Northeast Region > . — L . APPROVED R Wenner - 1 ' 7/29/15 0 � L rgMM [lit t F1 F1 � Approval limited to Factory Built Portion 1111 IMIn in GRADE ACCESS BY BLat _ R. FL Sao FROUT ELEVATION ` - s� PREMIER13UILDERS IF • A SAM M OF MAGI'HAM!C, I�o� A'y. Pa r/JM•1�I C. -d 1YIYW�7U/nar'owd5B.OQrY1 m1A0 LL lm1�GC — . MUM ALL AMERICRN / TUEPKERMRINSTREET FRONT ELEVATION -1 CUSTOM ELEVATIONS SHOWN MAY CONTAIN,OPTIONAL OR SUGGESTED FEATURES oma er: ofxre aca.e ,>oe..,�r..e DRM - 07=28-15 MA 1/4"=1'-0" 31964-000 a CLG. to CD PFS Corporation Northeast Region — CLG. APPROVED ; R Wenner - 1 7/29/15 Approval limited to ; Factory Built Portion 's FLR. GRADE ACCESS BY BLDR RERR ELEVRTIQU. - wVj y PREMIERBUILDERSmaim 1597 Pe Ky. Pe iTM'*W10 b j fdamd RLL RMERICRN / TUEPKERSUMS MRINSTREET { RERR ELEVATION -1 FUN MU Mft DRM 07-28-15 MA 1/4„_1`0" .,)w 64_000 12 5 � ` FLR. PPS Corporation Northeast Region — CLG. APPROVED R Wenner - 1 7/29/15 Approval limited to Factory Built Portion, - ° " JFLR. . LEFT ELEVATION . PREMI OuLDERS A SN16.OO[OF WVY NO=NC pt ffi oae 07 Pe �Pa ffm'� M Fd.-d lily L/@I�QC.R SOMM ALL AMERICAN / TUEPKER MAINSTREET LEFT ELEVATION -1 PLM CUSTOM _ oww er: onre scxe DRM 07-28-15 m 1/4"=1'-0" 1 31964_000 c a r 12 y « •.. 4 - CMG. + , ,.. s _F ' • - ° •. a .. _ _ .. , y n i « a� « a.� L`. n «' r u .T t PFS Corporation, 4y , r Northeast Region �A CL:G T. APPROVED: , qe a` a R Wenner.=,1 g 7/19/8 App o' royal invited t ° w Fodory Built Portion TM u * GRADE ACCESS BY BLDR FLR. r [SIGHT ELEVRTTor wvj ' PREMIERBUILDERS �. A sirs M of MWCV#"AM BC j Wr Pa RM4Z Wwi. 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SIMPSON LST1fl8R9. , - ° L FOR APPLICABLE NOTES,SEE DRAWING 7a_L . +. - F ADDITIONAL CONLECTION;DETAILS,SEE k SECOND FLOOR STUDS , MODULE'C MATE LINE MODULE 4DRAWING - • - - (2)WALL CORNER STUDS - 3 WIND AREAS ARE DEFINED AS FOLLOWS: ` _• BASIC or NOMINAL W FIRST CORNER'STUD CONNECTED AID.STEEDS(Vasa TO SIDE WALL STUDS WITH - TZ)ROW$16d ARILS 6`O.C. 2000,2003 R 2012.1RC AREAS>or=UO MPH SSG. - ROWS STAGGERED. S' 28 G&OR SIMPSON LSTAIB _ ULTIMAT2005 E WIND (Vwu IO)MPH tea. . CORNER-FACTORY. STEEL STRAPS OR E('k1fiL 2015 1RC AREAS>or�140 MPH 95G, FACTORY INSTALLED T - EXTERIOR SIDE WALL . '• m 2x CORNER STUDS ,. - EACH•COR ER SECOND FLOOR _ OR SHEATHING CONNECTION OF FIRST �" SECOND FLOOR . TIE HOLDDOWN RAILS CONNECTION,SM BY EQUAL R OPLIED AND SECOND STUDS FIRST FLOOR t, .. x� SHEATHING NOT SHOWN FOR DRAWING; , • _ .. TO SECOND FLOOR PERIMET OR EQUAL SUPPLIED AND FIELD INSTALLED 4 - DETAIL a& - - - FROM.CORNER. _ I A RITY.' t. " FIRST FLOG IN$Tf1_1 BEFORE CONCRETE I"WITH A STRAPMATE OR OTHER HOLDING DEVICE. NAIL STRAP FROM BOTTOM UP WITH 16d - SINA-'R NRTLS,ALL HOLES TO BE FILLED. " .. : NOTES . BOTTOM OF STRAP IS EMBEDDED IN CONE • - : FOR SHEATHING-CONNECTION OF FIRST '- STRAP MAY BEBENT ONEFTAI.CYCLE "" .. . . - FLOOR TO SECOND.FLOOR PERIMETER STRAP VALUES TED AT EACHIENO WALL " EMBF ` 'RAILS CONNECTION,SEE DRAWING 7a1, LLIIMNEE__ . STRAPS RRE EXTERIOR CORNFRO,.E EX1Sm ON AN 8°MIN. - w • ' .. DETAIL -S. SHEATHING NOT SHOWN FOR CLARITY. - .. STEM MALL. . • - , SEE CONSTRUCTION NOTES ON THE - r11 AS BUILT FLOOR PLAN[FOR SIZE AND - •. .. - ..• .w•. - • y - FIRST.FLOOR STIRS " i w (2)26 Cs STEEL STRAPS FASTENING SCHEDULE. ,'� - _� " .. .., OR EOIAaL SUPPLIED AND - . INSTALLED BY BUILDER WITH • •> SHERR WALL .-AND RIM BAND TO (4)LOd NAILS EACH CORNER DETAIL APPLIES TO AN - , END 0 TOTAL - - - MERIT END OR SIDE WALL ^ RIM .BAND TIED©WN DETRIL. � � 2 STORY UNITS - FIELD MODULE 'TO MODULE R CONNECTION- T END WRLL DETRIL SCALE: 3/4'=V_011_. . Y UNlLTS - • Y - °, 2 STORY FIELb SCALE:°3/4'�=1-10 PFS Corporation SIDE WALL PERIMETER RAILS " END WALL PERIMETER RAILS, . ... ..k - SILL PLIiT'Ef3) - FIRST FLOOR STUDS - .MODULE R) " , MATE LINE MODULE'U - _ Northeast RimidIn , SEE.NOTE all - • - - . NOTES: i - FOR CONNECTION OF PERIMETER RRI.:3 TO SILL PLATE.SEE - " PRO ED r - (4)WdI Ff1 BY BUILDER WITH , NOT DETAIL FOR'CLARITY. pp `' (4)lOd ARILS EACH. - NP tl _. 04 REBRR 30"MINI END(8)TOTAL H Raup — 3 LENGTH ALONG SIDE AND END WALLS n f 3000 pal MIN. L ALL POURED:CONCRETE a 5%21115 NOTE: t • i l .. - - FOR CONNECTION OF PERIMETER " 1 u r ' 2 RAILS TO SILL RAM w PP ]]' '-�-26 ca.,oR SIMPSdN LSTATs - •• pRRWING 7a1.DETRIL'_02 OR'a3.,' A royal limited'to TE,ES OR.EQUAL - SHEATHING NOT SH WN FOR CLARITY. -Factory Built Portion ,, .: . FCMINIJRTTON _ PERIMETER RAILS a FACTORY TsLLEL+;.. - x .t' , "MOD ETRIL-• -� - �` ' 'MODULE TO MODULE, CONNECTION RT END "WRLL'D 'CORNER HO DDOWN DETRIL -'EIELn SWEAR WALL, TIdEDOWN DETRIL �, , M - s UNIT FIRST FLOOR OE. IRND -2 STORY UNITS •-_FIELD � . SCALE 1 yr-1 a . . _ FIRST FLOOR OF 1 RND 2 STORY _ _ w. SCALE: 3/4"-V-a' SCALE: 3/4'- 0" DETAIL a4 "' ,. v. DETRIL tt7 'RESERVED FOR LRTER"USE'"' DETAIL 2 _ •.. END WILL ANCHOR BOLT SPACING SINGLE WIDE UNITS - ' 8 INCHES ON CENTER - ..., - a.. CONNECTION SHOWN IS IA SAMPLE FQGH- - w .- .. ,. WIND.CONNECTION. MODEL-SPECIFIC WIDE UNITS' , ` "U 1NOHES ON CENTER -. t; , �,• � .•,�. REFERENCED M4EN PRPROVI)E0.�� a TRIPLE WIDE UNITS ', . . SS INCHES ON C04TER WfH.L,SiEATHINa•TYPE AND ...•" _ , " ,,..� r .. - _ FASTENING SPECS VARY. SEE ;` + w •SIDE WALL ANCHOR SO.T SPACING. MODEL SPECIFIC FLOOR PL'RN9.. Y , SINGLE WIDE UNITS •2 ROWS OF 16d,3.5"L04G NRIL5 a 3"O.C.•:'.. , - .r a44• _ . . o. IF ADDITIONAL STUDS Rom.REOI), w M •92 INCHES�)CENTER PROVIDES 11.4�L.EL4 OiF00 SHEAR 4 5; p' COF'ECTIO. MODEL-SPECIFIC .ti 1ST STUD SHALL LL F'A DR To 'AS' • - ..: i ';�, . DOUBLE WIDE UNITS HIGH-WDND C LCS CONTRO.,AND MUST. SHOWN TO.ON OF IJ.. N`L O s '- 24']MRXIMUM LENGTH - BE WHEN PROVIDED._ C n. INSTALLATION OF ROTMLSTUDS, 12 INCHES' ON CENTER - - SCLE 32`'MAXIMUM LENGTH '.:S'WIDE PLY OR OBB.FILLER TAMED- n ... :PLATE - INO'ES ON CENTER TO S'IDEWRIL MDR TO JOINING. e -� ::'� a, - ' - .. - ' -� 5/10/15' + SIDEwALL 6:ENDWALL AS% 41N. PERIMETER RAILS _ - - _ - . .. .. ALL OTTER LENGTHS -. _. - . .. * 46 INCHES ONCENTER (2)Zz6 END STIRS. SILL PLATE .. y - • «. .. . - - -- ".. TRIPLE WIDE LC'4T3 - . 24'?MWQMUM LENGTH "` FASTEN 2.-FLAT IN"SIOENALL TO '.•.. - , - e.• - . FOUNDATION 7 IIJCHE9 ON CENTER WOOD SCREWS®24"O.GWff aFOTaN!'L4 SRT1O9 - - _ ..:.a, ,. c _ r .q,`�tiYt(USalRtteul(fti��++ i + - _ `42''AmamUM LENGTH ARE RE(;;IN SIDEWRLL,SCREW "�. ^x� Z.O.IENTAL 21 INCHES CW CENTER -' FR3T170NG MRY BE ACCOMPLISHED � FTH RU EHDWRLL STUD INTO SIDEWALL 56'MAXIMUM LENGTH • + , `,:ANCHOR BOLTS) �nNCHE3 ON CENTER �� H GHH—WTND CORN R FAST N�N � D AT " 'F� '` § bT�1g3ERR F�.'� I/2'x 1fi'AND SHALL BE IMBEDDED ALL OTHER LENGTHS -. - Lr +..- - - - 9�u . A MINIMUM OF 7'IN CONCRETE ANDr `L 1 `. - - 48 INCHES ON CENTER ' ... 4 13 - SCALE.N.T.S.N.TS. Na: •SS'IN MASONRY UNITS AND 12" r .. MAX.FROM EACH CORNER , ,r „ - F' n . n •• ` C I .MATE]LINE- ,.. - _ .. TO$PAN BOTH HAL +, cc��VES /� ' 1.. ,.i• , :ETAIL ><8. .ToTIEEUUNITSS TOGETHER ON SITE BY BunDETt . Jl.� , - a FIELD FASTENING OF SHEATHING To . . and gbMMON INRIL , ' - - - - 6"O.C.DIRECT EDGE$6 11/2"O•G TE r . ' .. .• ' .. ._. - '` (I6)TOTAL EACH H7LF E7(CEPT' ' Y .. - - ^ 10d COMMO.1 INAII.ORRCX_TRU '.. . r - IS TDIIRECT I L/4"QC..INTERMEDIATE a - ...... w . ^ 'BOLT 9 48"O.C.:, AL ' ' 3 G MDT SPANNI G UNITS ' I«STa.LED Br EtU1LDER r ,U '- a FASTENI G OF SHEATHING TO JO1sr9: .`' NASTIER SERIES 8d COMMON OR ANNULAR OR 9PIRR(.TF92EAD NAIL i 6.O.C,DIRECT EIS 6 12'0.C.INTERMEDIATE)� NONE AND ?W0'STORY MODELS . • (4)Md MILS :' NOTED _ ^., F _ BY BUILDER.- M TERM ES RN).,5 9.� STORAGE`TRUISSE<J. DETRILS;FOR MI -GH-WIND ZONES- SILL PLATE TO FOUNDATION CONNECTION DETAIL r; MurrcY HDME3,'INC. IFI EF.UD=1 RND 2' STORY _ SCALE NT$ 1567 PR ROUTE. 44 2 t MUNCY,;PR 17756"r •' FIELD. CONNECTION--. MODIJ� TO MODULE ,• ,,. FIRST` FLOOR OF',, RND. 2 STORY. UNITS �� F � DRN BY DRTE. SCALE REV: SHT. N0,' Q MODULE G NNECTjON DETRIL - FIELD SCALE: 1'1/2=3'-Q" SCALE:1 1%2=1'-0` DRTTiBR3.NAME REN. 4=26-2004 SHOWN.: 1-30 Zws. 76_2 _ IF OT\7e_2 r FOR CONNECTION DETAILS,SEE BEAM OR JOIT HANGERREQUIRED NIS R FIELD D WORK ' NOTES DETAILS•1 AND-2,SHT 71 RND SETUP MANUAL OR WALL ONLY L NAn;ES; yENTII.!q ON MEETS FOR HIGH WIND WDTE-4) - - OUR��7Ey 0L� ,�p�g��p'PRLIC� pp NjT��y.� SEE DETAILS•1 6 1C 2` R DBL Wffl1LR7E IS iREOD. SHT:7e1 FOR FASTENING SIMPSON H6 OR EOURL STEEL ANGLE FASTENED TO DETAILS. 3, C,S ITT SPE FOR ON-SITE FASTENING, SEE CONE.RIDGE VEN SIDE OF SECOND STORY,rolsT Iod x 1 L/2"NAILS THIS SFEE s TYP. CONSTRUCTION DETAILS. AND TO THE.'SIDE or THE FIRST ORY CEILING PERIMETER SHT 76 or[HIGH WIND (NOTE p4) SEE CONNECTION DETAIL-)L SHT 71 SEE CONNECTION CET 6,SHT.7l �I WITH(5)ION NAILS ON 8Y BUILDER 4 HIGH WIND AREAS ARE WIND SPED FOLLOWS DETAILS SHTS 7a1 d 7�2. BASIC 2003 6 2 I NOMINAL RC ARF�.AB w� D MPH 95G SEE ALSO SETUP 'MANUAL. - ------- -- -- �SAIL 610,sn 7e1 �DETAIL-8 �7;a FOR FRSTEI•DHG DETRa S. FOR FASTEND40 CETF -5. 2006 6 2009 IRC:SP AREAS>or=f00 MPH 9SG. ULPIMATE WIND SPEEDS - 20I5 IRC RREASaor=140 40MPM 93G. . 7-31V'MAX ROOF SFERTMING S SMD.FIND EE PAGE Be RISE AS OF W .SOME AREAS .�SEE SHT 3c PRE-MANUFACTURED WOOD TRUSS FULL-HEIGHT 13LOOKM - B. FOR ALT.FLRM.G CONSTRUCTIONAL (BY OTHERS)AT IV', AT EDGE OF CANTILEVER ' 12 KNEE-- •.Humom7 FOR 0TRUSS DESIGN DRAWINGS TRUSS M -• SUPPORT. 13LOCKIIIG FASTENED. TO JOIST WITH(S Bd NAILS SOFFIT 4,S,1P ' - APPLIED ON SITE PER END BLOCK. INSULATION WNB. TO WARM SIDE ZEE NOTE-4 SEE'SHi 3,k n N _ 2x10]PERIM.RAIL• . I _ FOR H 'WIND(NOTE-4) SEE *IF,SHT 7&A - - FOR OVER14iNf•OETAII FOR DETAILS. 5/6"GYP.B0. SEE DETAILS-4 AND aS, . �CONT ONT.7! 5/6k1'1/2• SHT 71 . STRIPS .. _ . ..CONTT.TOP FLRTE(S)• FOR HIGH.WIND WOTE a4) -(SEE]NOTE DETAIL .' SEE DET•4&5,5HT.7e1 SCALE: 1/z'=1'o.TOP PLATENS) { FOR FASTENING DETAILS. - • ' (SEE NOTE 2) - V"1/2°CONT.BELT 2.3 i6"O.C. . SEE SHT 3.FOR SPECIES,GRADE d O.C.SPACING RAIL. W�i'it-lS l z dS 9 R61kstiim 6R Is"O.C. 1/21i3 SG2"CONT.EIE7.T RAIL, SEE SHT Sc FOR SPECIES, -,� ALI.;BEARING WELLS IOPTJ " , LTGYP,:60. GRADE 6 O.C.SPACING _ + _ 1/7.GYP..W. CONT.SINGLE• ' BOTTOM PLATE ! I - 41NSULATION W/V8 < 2 LAYERS OF RIGID FORM INSULATION ii " -- WSHT SIDEPFS Cor oration SUBSTIFACTORYUrM iALLEO TT S "DETAIL B j FLOOR sNERTF6NG E SHT se PS.BSTITVTED FOR BRAT INLSIXRTION SEE SHi 9eFl�DR , Northeast Region SEE CONT.17r OR 5/ax APPROVED :W!5PF(W-2 OR EOLRL.s Is"O.C.OR z4"O.C. (TYP.AT BRM SUPPORTS)s/e GYP.60. 'CONT,1 5/6 i:1/2" SEE NOTE a5 H Raup —.3 00 STRIP10'NTN Fr naDETAIL ".0 - '� its 190/z�° WITH as STAPLES i' - . _ M 5/21/15 INSTALLED ism .NOTE P TE(S) CONT.(TOP BEE (� • ' EACH LEG A 46"O.C. CONT. TOP NOTE I _ ` FOR HIGH WIND QDTE MI OR 2x6 BY ELOR , y 2x4 MW 0�.. a�i BRA DETAIL "R" n To EVERY sn° ` Approval limited t0 SEE SHT Sc FOR , - SPECIES,GRADEN: �w - DLc.aP. •SCALE: 1:1/z°=r=o" ` - Factory Built Portion -0I SPACING °° L'2$CH 1/2"CONT.BELT (�o� FOR HIGH WAD WOTE t) RAII SEE DETAIL 010,SHT 7a1 • 1RRI..RlUNG IL SING T Tf WFY.L9 JfOPT .2x6 a 8p' 16"or— WALLS FASTENING DETAILS. WALLS(OPTJ F SEE SHT Sc FOR SPECIES, - • GRADE 6 O.C.SPACING - . - 1 1/24r,30 S.WITH gITH 'T -- . - - ., &STAPLES ;BARRIER WATER IER-RESIST - `EACH LEG 0�O.C. FOR NQGH WIND WOTE r4ALL STRAPS SHOWN ) - .. 36•MIN. u ❑ APPLIED TO EVERY.STU0. CONT.3°WIDE e00o�W.SINGLE PLATE DETAIL °'D" DETAIL E oe STRIP W�LEDGER(aPrJ STRIP W/LEDGER (D Is,x EF)('J•26 .STEEL . COMB 3'OB (OPT) .. - FLOOR SHEATHING - STRAP WITH . ,,. SHT 2x10 Wd TOE-fBiILED S ocBY - SEE - I• MIN, 9T LEG®48° vvwvvvv, ( FLOOR JOIST 1 i FACTORY WORK 16•'oc�2003RW IRC ;2x10 MM ARILS 16d TOE-NRI.FD - +. '^ 12'bc.2012 IRC BY EI IDFR' _ SEE'SHT 3c FOR S��, - . - - ft4.2015..IRC 16°ox:.2003•09.IRC - s . L - SPECIES,GRACE 6 O.C.SPACING.' FIELD WORK• F IYo.c.2012 IRC TO OSIDE ,. .•. DI OR 2x2 LEDGER OR 2x2 LEST HANGER JOIST D" B'nc.2015 IRC (6)MEMBF725, S 10 15 214 CCONT.'WOTE-M WOTE-M - SHEATHING SHIPPED . . a - \ • - 2xt0 MIIN.RAILS O.OTEx6) FOR THISTAR A 1/2°DIRxr-MM LONG MIN.RRDS AFTER OF 11N0T6,BUII"OQt . INSTT'ALBLE�YBBULDFR WOTE+B) r. INISTRLLED�. .aaat)ara+(tNrN)Ir,yi $ d r r QF r� �1 r - CONT.3'OB STRIP • .. CONT.3'OB STRIP ` g�SHT.q�FOR , �(";ERG iOg F WAdDR'TION OEZAI-S 6 SPECS - !SEE SHT 4e - 1 L 2rA2',`90 9a.WITH FOR HIGH iWIND.WOTE-4)- - A, �•. _ FOR STAIR DETAI..S 157 7/IM d/2"x16 STAPLES SEE DETAIL a6,SHi 7e_Y w gT IERG ZA;. d SPECS. 36°MM EACH LEG B 411"O.C. ` STAIRS BY BUILDER _ FOR FR3TE]O)d'a�THD_S. u DETAIL "B"- FOR MGM WIND(NOTE.4) DETAIL "C" FILL STRAPS SHOWN TO BE SCALE: 1 1/2"=1'-0 APPLIED TO EVERY STUD. j; SCALE: i `,.', AYE. CROSS SECTION 11/zW',30 WM CEDAR LAP OR VINYL SCALE. 1/2"=1'D° 4Oo'STAPLES LAP SIDIHG'OVER SHAG.6R . - JOIST HANGER FOR HIGH WIND WOTE-4) : DIRECTLY TO ST11O8 . INS W/VA TO'WRRM ALL STRAPS SHOWN TO BE APPLIED TO EVERY STUD. ) EXT.PERIM. vvvvvv, ` J MASTER SERIES BOTTDM ROW OF 31 ov 2r&S's SPECS. (�MEMBERS OR By IB�ulLOERm15iAL1 ED TWO STORY MODELS 1/2'Ora,LO:/2•LONG - 16d TOEHHADJD CROSS SECTION'. . BOLT a 4r D.C., BY BUILDER - INsmLLEO eY BuilDtx 16Vo.c,;zoo r IRC MUNCY HOMES. INC.. 12*o.e.2012 IRC .. - FOR HIGH WIND WOTE o4) B'oc.2OIS'nzC 1567 PA ROUTE,4-42 , - SEE DETAIL a 5,�SNT.7e_2 • ... FOR HIGH 2& ,SHT a) MUNCY. PR 17756 . � FASTENING DETAILS. .F TEMNO OR 9NR'7 I�FTAIL PRICE CROSS SECTION .1 It DETAIL "E" FaR FA�TENIHc rAULsORIN BYDATE SCALE REV. HT. NO. LE: 1/2"=1'-O" SGHLE: 1 1/z"=1'-0" SCALE 1 1/7=1'o.. DATA M.L. 3-22-91 SHOWN< 1- ems 7f 07\7f L - DETAIL #1 (3)led MAILS,16'O.C.ON SITE RIDGE TO RIDGE. tt FOR HIGH W1HD OWTE r3) QFTR FIELD WORK FOR HIGH WIND(NOTE+s� FIELD WORK FIELD 'WO 4 6 5/12(28W MAXI: 1 11ZIASS'x30 8Gee G L.V.STRAP DET et'6 IC,SHT 7e1 'SEE OET ri 6 1G SLIT 7e1 . OVER RIDGE 6 FLIP L'OM•EL`TI(Nd a 48°o.e. FOR FRSTp�•1G DETAILS - 4 6 S/L2 1 1/rk36"W�e.G ALV.STRAP FOR FASTEt�NC DETAILS. 16d NAILS a 3 1/r O.C. MAUL WITH(4)Sd NAILS f'pt LEG INTO T(SITE). (XNNT.RIME VENT,SEE NOTE al OVER RIDGE 6 C(NNNECTION a 48bc - (3>10d NAILS:16"D.C.ON 927E RIDGE TO RIDE. HORm PLATE TO VERT.PLATE FOR FIIGFI WD•d)(NOTE rM 7/12(ALL W)6 5/12(31W) 1 1/2'MSSt30 go.GALV.STRAPS - - MAX.WITH(4)Sd PER LEG INTO TRUSS(SITTE). - BETWEEN.)TRUSSES(SITE) SEE DETAIL+1D.SHT 7e1 OVER RIDGE 6 FLIP CONNECTIONS s 48"0 RIDGE BEAM 2x4 SPF r3 OR EQUA1_ 7/12 CALL W)6 5/12 1 1/2'VB') 0 Gd IGALV.STRAPS � COW.RIDGE VENT,SEE NOTE+1 FOR FASTENING DETAILS MAX.WITH(4)Sd NAILS PER LEG(SITE) OVER RIDGE 6 FLIP a 48"o:e. - PRE-MRN1F WOOD TRUSS "SEE NOTE r2 FOR RI STRAP I�OUIfiFJHENTS" IDGE BEAM 2x4 SPF r3 OR EQUAL: (BY AT IT,19.r'OR 24"D.C. MAX.MVEWITH(4) F MAILS PER C71CATIONS MANUAL ALT.CONNECTION FOR 4 6 5/12(2SW MAX)ROOFS IPA OF THE 2x4 - - - � "SEE NOTE a2 FOR RI STRAP� � S" � � lx4 TRUSS DESIGN-MAWINGS RIDGE STRAP,R 2x4 COLLAR TIE MAY BE INSTALLED W/(4)10d 10d NAILS a iT O.C.PLATE TO PLATE(SITE I N MRb LPD OF THE RIDGE NAILS EACH END,AST BELOW THE 2x4 CONTINUOUS PLATE WHERE ALT. STRIP, FOR 4 6 5/12 ;!1 2x4 THE FLIP AND TRUSS TOP CHORD MEET. KNEE WALL RIDGE STRAP.R Zx4 COLLARELL TIE MI BE IN9T ;W/f4) E 1.Od NAIL a�12'O.C. 0 PLATE(SM - - NAILS EACH END JUST BELOW THE 2x4 C;ONTD�A101I3 WHERE � _ T.CONNECTION FOR 7/12(ALL W)6 5/12 l31 LP.O ——— CONTINUOUS LATERAL.BRACING TO BE THE FLIP AFID TRUSS TOP CHORD MEET. � — ]CONTINUOUS LATERAL BRACING TO BE RIDGE STRAP.A 2x4 COLLAR TIE INSTALLED EQUALLY SPACED,ATTACH WITH 12)Sd NAILS IELNIA-LY SPACED,ATTACH WITH(2)Sd NAILS WW/A) NAILS EACH:N:D B CEO RIDGE TRUSS HINGE,SEE DETAIL a6 ALT. E RID CONNECTION FOR 7/12 c W)6 5/12 MAY B ROOFS: IPA OF THE RIDGE STRAP,A ND COIr Bt TIE MAY I INSTALLEDBIS. . TRUSS HiNC£,SEE OETRII.r6 . TRLGS TOP 0 'RAFTER.A 2x4 (BY OTHERS) 11iNFD WOOD TRUSS - W/A UB NAILS EACH END JUST BELOW THE RIDGE EGIDS. PDiIl.9 EIf�M MAY Aim /(4)10d SFIR�Cog [IT Zx9 BRACE(FACTORY) (BY OTf£RS)AT 16',1 .@Q O.C. AS R SUBSTITUTION FOR THE STRAP CONNECTING THE SOLE FOR FFISTETIING, SIMPSON MTS12 Ri;FTER SEE SPECIFIC ATIONS M 6F POR TRUSS TOP CHORD TO TIE FLIP FAFTER,A 2x4 :2xS ISRRCE SEE DETAIL -ft 12EQUAL THE ___ KING POST __ TRUSS DESIGN DRAWINGS COLLAR-TIE MAY BE INSTATED W/(4)10d (SITE) - TIE-)OWNS OR .(SIT TOw � I'OP CHORD MEET. ——_ --— ____ —— _ _ _—__ CONTSPT�CHORD WHERE F�12 NAILS EACH END JUST BEL THE 2x4 (KING 4,5 C2 7 SPACED'48"OZ.(SITE) - rt 5OR9 •'_ _ _ — I KNEEWALL KING POST _ —_ ` _ I KING POST �EWALL SIMPSON MTS12 DE (WHEN NO RAFTER TIE OR INSULATION l S/8"GYPSUM BOARD .CRTHEDRp: ROOF INSULATION FOR 24'AND 26 WIDE - INSUUATI°N 1/2'.'OR 5/8 G CONT.PLATE TI(N � UNIT FOR 24OVE:RMANG DETAILS, KING POST 1 E(UAL.a 41r UNIT OVERHANG DETAILS, BAFFLE TYP. SEE DETAIL -4. IS IPRESENT, OTC.FIELD SRFF).E TYP. TYPICAL&N-0 2x6 SIDEWALL CONT.PLATE 1 S/8°:Q 1/2" FFOR DETAIL-4.29 WIDE UNIT 4 OR 2x6 SIDEWAIT COMPRESSION STRIP - FOR 28'WIDE UNIT FASTEN TWIST v'r'OR COMPRESSION STRIP ` COMPRE'SSZON STRIP ., OVERHANG DETAILS,. " OVERHANG DETAILS, BOTTOM CHORD) INSTALLED. . TYPICAL 2x9OR 2x4 MARRIAGE WALL SEE DETAIL e5 � - TYPICAL 2x3 OR 2x4 MARRIAGE]WALL � KING P057 UNIT WIDTH UNIT WIDTH !FASTEN BOTH ENDS OF ALT. KING POST IMTS 12 W/l7)Hod x 11/2" . - - INAIGS FIELD INSTALLED CONNECTION TYPTCRL ON SITE FR T NIN• D TRT S 4, 5 OR 7/12 OPTIONAL OFFSET ROOF SITE FASTENING DETAILS - 4, 5 OR 7/12 TYPICAL ON SITE IFASTENTNQ IDF� TR?IS SCALD 3/e 1'O save siB=-ram SCALE: NTS DETAIL tt3 DETAIL tt4 tt DETATI_ tt6 Ce STRIP TO PROVIDE AIR SPACE FI U OR SELF SEALING"G E, FIELD ,]WORK - MELD. WORK FQ2 THE('fA�E OVERHANG EIL(%7C To RpO:CONNECTION OR - FOR ATTIC VENTILATION— TYPE FELT WITH 118"OVERLAP'OR FIELD WORK GABLE OVERHANG INSIDE RAKE TO TRUSS CONNECTION, FIBERGLAS OR SELF SEALING SHBNGLIE, e55 SHINGLE IRNDERLAYMEIN'r - - SEE FF95TEMNG SCHEDULE TYPE IS FELT WITH 1S'OVERLAP OR OR IE�JAL WIDE.TAN ICE BARRIER OS STRIP TO PROVIDE 1°MIN FOR(HIGH WIND MOTE•31 SEE SET-4F INSTRUCTIONS FOR EXTERIOR SOFFIT, - eS5 SIMPLEX SHINGLE WIDERLAYMFYNT THAT OF AT LEAST(21]LAYERS FOR IRTTIC VENTII-RTI r, SEE DETAIL a8, SAT 7e1 FASCIA,J-RFdL AIM GRIP EDGE TO OVERA�NGS.SITE WORK OR EQUAL 38"WIDE.AN ICE BARRIER OF 4ANDER AT 'T CEMENTED TOGETHER i � FOR FASTENING DETAILS. THAT CONSISTS OF AT LEAST(2)LAYERS OR IOF A SELF POLYMER MODIFIED 'TRUSS Lt ^• OF UNDERI.AYMENT CEMENTED TOCETNER BL7UMEI SHEET, BE USED IN LIEU ' STRp> � PROOF 94FATKM (NY AND RD OVERHANG I5 LIMITED TO 12"MAIL - OR OF R SELF-ADHERING POLYMER MODVgE:D OF!NORMAL, AND SHALL a 48"O.C. ` IN.HIGH WIND ZONES(NOTE-3). - BITUMEN SHEET,SHALL SE USED INILIEU EXTEND FROM THE EDGE TO A ' OF NORMAL UNOE R AYMENT AND!SHALL POINT AT LEAST 24:1N. THE .2x4 SPF STUD GRACE OR EGUAL TRIES AT ET•IDWRIT ... - ' POINT T LEASFROM T 24 IN.INSIDE TOTA£ EXTERIOR WALL ILIHE OF ENDING ONLY AT ERVE END EXTERIOR SHEATHING EXTERIOR WALL LINE OF THE E0.JIL[NNIG. IXNNT.1/Y OR STRIP AFTER F'J]OF HAS BEEN RAISED TO . ". f�Y 1 1/r'OB STRIP ROOF, ABLELIFT PITCH,GO TO BREAK IN . 14 INSIDE AND � - ,� 'C2))16d(NAIL II•UP T0 EACH TRUSS GLES&�T� OlItSIIE LIIAKE9 - (TYP.AT ERG.SIFPORT5) 5 F71 Ll1M1Nl1M DRIP EDGE T TRUSS HINGE FIELD D WORK SCALE: • ry i CONS.L2'OR 5/6'x ALUMINUM DRIP EDGE -----=---- .0 16d NAILS TO TRUSS NOTES. - 11/r'05 STRIP - _AFTER OVERHANG IS VF FM (TYP.AT SM SUPPORTS) . f14 A1.UUMWERE°FRSCI�A LOWERED,BY allnMER 1. RIDGE BOARDS FARE INSTALLED A MINIMUM OF 1•BELOW • PERK OF ROOF TO ALLOW IFOR RTTIC VENTILATION. 1�SPF a2/r1 OR EI2URL GABLE TYP.FLIl SECTI(NN " I 2. RI SPECIFIC$TRAPPICIG REED IN DETAILS 1 6 z. . OVERHANG BLOCKS AT 24°O.C.MAX�. - AT RIDGE r - -. NAIL DIRECR TO sTT(40 5/12 PI7CF6 SIMPSON LSTR366 OR �- - WHEN THE DESIGN LIVE LOAD EXCEEDS 60 ppesf, - PERFORATED SOFFIT . B DER r EaUFL OVER RIDGE 6 FLIP a 48` t. ' THEN.THE BLOCKS SHALL BE AT 16°O.G MFDL PERFORATED.S(N'FIT - MAX.WITH(5)UW NAILS PER LEG 3NTO TRUSS(SITE) •. //a- 7E( I�SU1Pv^°N6 FIV O&I OAJS�s 4OR R'ae:. .. !TOP ROW OF SIDING f . - .. FOR HIGH WIND(NOTE-3) FOR HIGHH (NOTE•3) INSTALLED BY BUILDER MAX WITH(5)10d NAILS PER LEG(SITE). . SEE DIET+4 6 5,SHT'7n1 SEE:OET S,'SHT 7a1 - - I HIGH WIND AREAS FARE DEFINED AS FOLLOWS -NOTE:ROOF SHEATHING IS CONTINUOIJS.FROM TRUSSES TO END OF OVERHANG - - FOR FRSTENING DETAILS FOR FA DETAILS.. - BASIC or NOMINAL.WIND SPEEDS NeerR . - 2000,2M3 6 2M2 IRC AREAS>or=110 MPH 35a. . . - 2006 6 20D9 IRC AREAS>or=1DO MPH 3SG. - - - ULTIMATE WIND SPEEDS(Volt) TYPICAL FRONT OR RERR GABLE OVERHANG OPTION DETRIL 2MS u�AREAS>o�140 MPH SSG. FIXED OVERHANG 1 SCALE: 1 1/2=r-0" SCRLE: 1 1/7'=1.4' PFS orporation _ tt DETRIL tt8 DF_TAIL'uAg QETAIL tt10 aSt Region ' �Tgg FIELD COMNEDTI(NN OF LOWER ROOF To SIDEWRLL:- OVER li �P CTI(NN INSTALLED - 116dTHR NAILS a V'°BJCO,2 ROWS STAGSIDEWGERED .. AP ROVED FIELD RAAFTEFs SFEATHING FLASHING ISIrE FIELD WORK FIELD WORK FI K H aup—3 RIDGE BERM /21/15 RIDGE vENT:s n 5/10/15 Appr vaI limited to II n u A smlNc - "Facto Built Portion ' ROBING M ATERIL.` 11 II II - II-. SECOND STORY$IDEWALL - . - ALTERNATE bcS NAILER'. II II I(IN PLACE OF 2x4 BL II II II II. TYPICAL TRUSSES 1NSTPoIAT T�RIIJCTIONS, AiIA/ DRIP 2x4 BLACCING II II. I( I SEE NOTE rl - i Ny+-ANAL Cf 14 .II II I SHEATHING - II ,II II " SHERTTOF N ,UND.FORYMENT,AND FL.IP SECTION _ a `�N"K T +'S, �yrr.,. I1 II I SIDING• LATERAL BRf ING _ KNEta 2VRLL OR'W O'C' STF.1`Ifl�'RGv^UA I I I I I FRE-MRN F RCTURED WOOD T TOP CHHORD' JOIST HM40M OR �_�' II II IFLASHING (BY OTHERS)RTI6" i 24 0C I(,� . �D.'41 T31q II II I RIDGE VENT• FOR TRUSS DESIGN DRAWINGS STRl�1'Ulfta.BEAMS SrEATHRNG 1,TRUSS KNET1JfLL - &L3M �CYA� I I I IOR I1 II I I 1 FOR-FIELD NAILING FLOOR J(IIST 9._ I1 I I II ROOFING MATERIAL SEE DETAIL el AAPPROX FIRST FOOT MODULE°f7' MODULE'C' FLOOR.JOIST I I I I I I I I I SM D45TALL D DIAGOtNfL WEB 2x4 MIN. II II I 21aO MIN. II II I 1 T SCALE: 3✓B"=1'-0" •�eDTn oM CHORD RFln CED-UNG JOIST - II ° MASTER SERIES II II I CE7L1N° MIST' SITE INSTALL 1 ALL MODELS lEn FOR HIIt IH WIND 6NOTE r3) ALTERNATE CONSTRUCTION DETAILS SEE DERAIL a&9HT 7eJ1 - FOR FAASTETmNc DETAIL ' MUNCY HOMES, INC.' C 1567 PR ROUTE 442 R At FLOOR ASSFMRIY MUNCY, PR 1.7756 SING OPT.IONR OFFSET IT WO STORY UNIT ) ORN SY SCALE: vz'=1'-O" DATE SCALE REV. HT. N0. SCALE: 1/Y=1'-O" DATABASE NAME 07\7I MJL 3-224 SHOWN 1-30-20L5 71 ` QET IL # -0ST1,6TI # NOMINAL LUMBER 2.FLOOR JOISTS OR DETAIL #8 THE FOLLOWING ROOF TYPE/HOUSE NOTES . SHINGLES AND FELT AT BREAK PREMRNUFRCTURED WOOD FLOOR TRUSS //�ARE LIMITED TO T-0'PORCH DEPTH(nroxk - - BY OTHERS AT 16'OR 1.9Z OC - ✓ -7/12,2B 6 31-WIDE MONO ROOFS-120 SEE TRUSS MANUAL 8'-0" (max) L RIDGE BOARDS ARE INSTRLLED R MINIMUM OF 1"BELOW • ARE SITE Dl3TPo.LW BY BUILDER �)6d NAILS PER SIDE SITE INSTALLED BY BUILDER SIDE WELL FLOOR NG - 12112,31-WIDE CAPE ROOFS-120 MPH FOR TRUSS DESIGN DRRMNAGS PEAK OF ROOF TO IDED FOR ATTIC VENTILATION. METAL STRAP HINGE 2 PORCH CALKS PROVIDmIN SECT e25 OF APPROVED . I/Z'x12"PLYWOOD GUSSET SITE INSTALLED. h Is ' a HIGH WIND RRERS ME DEFINED AS FOLLOWS BY.BUILDER - MODULE MAY-BE BUILT FULL-LENGTH BASIC or NOMINAL WIND SPEEDS Nesdk - 2x4 SPF e2/el a 24"O.C.96 PSF r RATHER THAN-THE PORCH SPANNING # 20OD,2003 6 2012 IRC AREA">or=110.MPH SSG. 2z4 SPF e2/el B 16'O.C.50/80 P (s5L I-BEAM FANGEOR,W BOTN MODULES.-ff PORCH SPANS ULTIMATE 6 20IN IRK SPEEDS ( >or=iCD MPH 3SG 2x4 SPF e2/e1 m W O.C.90 60 STRIP OR JOI ER MODULES,REPEAT SAME PORCH ULTIMATE WIND SPEEDS 4-0 12" CEILING JOIST FASTENING IN BOTH MODtLE3. SPEEDS IRA AREAS xn/ 140 MPH NUM _ u JOIST fmh0 B ALL 4.WAND OF"/" STATED AS xrof/xzx-THE NUMBER TO THE •• LEFT R O IS RIGHT OF"/ or BASIC WIND SPEED SPEED ( • —�9 E TOO-FL RIRDER-T-RIM JOJOIS�'fUMN 6 TION COLUMN ACT �SEC-GUSTS ULTIMATE WIND SP®fVuk1 ac3 5�T _ A_LT. ELR/CLG DETAIL MODULEA-)i SEE CHART BELOW. SITE INSTALLED ��SPF e2/e1 SCALE:3/4'S1'-0". . G INTERIOR FLOOR RIM-T TLON ' CONNECTION'V SEE BELOW. - zx3 NAILER �PSF e2/e1 DETAIL #4 12)2x8 SPF e2/e1 D ROOF rR1199-TO-G CONNECTION'9% 90 2x8 SPF v SEE CHART BELOW. - MASL NUFACTURER suPPLIEs RIDGE m - E SEE CCHART UMN CANNECTION."E". PERFORATED SOFFIT SITE PSrRL.EO i VENT FOR FIELD INSTALLATION 2x2 NAILER.ENDS ONLY,SITE INSTALLED i ALUM COVERED BY OTHERS AS PER MANUFACTURERS i i FLOCKS INSTRUCTIONS _ F C U�MN- OUTIONSUPPORT COLUMNS-T-O'MAX-95 PSF GSL. Cli:iRT BELOW. 8.9"MAX.-s0,W.8 90 PSF GSL EWBUILLDER.COLLUMNN ML1SSIED AND FIELD T� FIEI D INSTALLED RIDGE VENT DETAILS TO WITHSTAND AXIAL LORD OF 12M LB. THE SCRLE 1 1/2"=1'-0" EELEMENTS MEMEE PERMANENTLY LSSY PRESSURE TRE TES. 4- or �/12 C; PORCH ROOF FIELD WORK. E: 1 1/2"=1'-0" - - PORCH FL COLUMNS,FLOOR,RAIL ETC. THIS ROOF IS FOLDED BACK UP ON HOUSE (NOTE e2) # PREMANUFAC'TURED WOOD FLOOR TRUSS" - MAY BE IDED AND INSTALLED BY OTHERS. ' ROD'AND INSTAL ON SITE BY BUILDER. B7 OTHERS RT 16°oR 192"oc MFIKRIRGE. - MODULE PORCH OR MAY PROVIDED AND INSTALLED SEE TRUSS MANUAL - l - �T OR TUU ER WHOLE BY THE MODULAR ' SIDE FOR TRUSS DESIGN DRAWINGS FLOOR DECKING - .DETAIL ? 2ND FLOOR �, rrLLrr�� R TRUSS-TO-HERDER CONNECTION'M, . r SEE CHART BELOW. STUD COLUMN-TOfDUNmATI(U'1 I-BERM HANG WOW LEDGER -BERM HANGER - - --- - -- CONNECTION"C". SEE CHART BELOW. a STRIP OR JOI ER JOIST HANGER . - - CEILING JOIST STUD COLUHW-TO-FOUNDFTION@C B HEADER-TO-STUD COLUMN CONNECTION.'B". , . • - CONNECTION"C". SEE CHART - SEE CHART BELOW RCTURED WOOD TRUSS • (BY 0 PIT Is",192".OR 24 O.C. t. SEE SPECIFICATIONS MANJAI. - P�S'Corporat�on FOR TRUSS DESIGN DRAWINGS - , " - LAN SCRLE: 1/Z"=1'-0" Northeast Region •. � PRE RC N000 FLOOR TRUSS _ - - .. BY AT 'OR 192"OC FASCIA APPROVED OR TRl155 DESIGN N S -WIL2x4 OR 256 TOP TE SOFFIT TYP 1ST FLO SIDEWRLL CONNECTIONS MATEWALL CONNECTIONS H Rayp — 3 . - Fa BLOCK e--(27 I UT x 9 1/ BERMS FOR 60 PSF GSL' i i .ROOF TRW3-TO-H£JiDER COMECTION°R" ROOF TAWS-T0�)DROOR CON•gCTDON'D" .ALUM OR VINYL (3)1 1/7 x 9 1/4 BEAMS FOR 90 PSF SOFFIT(VENTED) '�:SUPPORT COLUMN&-10' OC SUPPLIED AND FIELD WWIND �TM CONNECTI SPEED ON ATM CONNECTION 5/21/15 INSTALLED BY BUILDER. .MUST BE ABLE TO _ '. . WITHSTAND AXIAL LOAD LB. .SILL PLATE .` I-BERM - • 29, MNAQSE G END. y 101%90 '31v6 4UO WITH T NAILS IN GIRDER, A1n1 rOVai limited to « + VIDES BEARING SURFACE :STRIP OR JOIST HANGER c SD/uS - - _ Pp . -- - - 91v. LSTA18 STRAIGHT STRAP WITH(7) - CM ALE: 1/2"=1'-0" ,i.., ��. STEEL COLUMN ¢ NAILS EACH END. ZO. 142 26r IN GI)RDER(8)MdOOX LS�IN� • .Factory Built Portion - ` - Z - - . MTS16 TWIST-STRAP WITH C7) F0.15�WITH GO Wd NAILS IN GIRDER, .. . .- e a. p NAILS EACH END aXT SIDE 6 '--'' 91v HU IOC IN T'RW9,fOBL GIRDER REO'O " OPTIONAL FLOOR TRUSS DETAILS �"" " 'TWIST 'WITH m L) ' U 101/13O NAILS EACH EHD QNNT SIDE Nil 5 28v 6 HHU52B WITH GO IOd NAILS IN G1RDE]L DETAIL #3 r - FASTEN R FLIP WITH(u)6d sLYLe 3/4='1'•O'' Z uoi42 31v �s EACH -UD(TTT SIDE z 91v (B)Sod 1N 7RU(5.a)BL GIRDER REO'O . NAIL PER RAFTER CONT.RIDGE VENT O - - - SEE NOTE e1 # "O�' O N1RiL3 EACH END IDNT FS7R1 U -FOR TRUSSES,INSTALL HiLIS210-2 FOR MONO - TAR IS APPLIED TO ROOF DECK 11PDEIZ FLANGE SKYLI(ifHT IS TEEN U S,AND LU528-2 FOR STORAGE TRUSSES. - _ ALUM.FASCIA 'PUT INTO PLACE(D NAILS ARE MN �INSTALLED THRU MTS16 TWIST-STREW C7)10dxLS -FOR TRUSSES ONLY,AN L 5210 HGUGER MAY PER MRNIFJ TFlR APPLIED TO FLANGE 6 15e FELT " 28W NAILS EACH END EACH HERDER.r. «BE FOR HU52B H♦{iI U36 SPECIFIED. - , METAL STRAP TAN�%J%) �STALL�ED OVER FELT 6/SH MZS PRESSED UP TO INA18 STRAIGHT-S WITH(7)10d G TO-STUD COLUMN CONNECTION"E" -. .-. r AS HINGE - ° - - - t. N�.S EACH END SIDE HOR),6 6 120/195 's31v MTS16 TWIST-STRAP TH CA 10dAS' - SFF D FKXWID CONNECTIONACTU1wM NAILS EACH END SIDE HDR). lJ TOP C10R0 PERFORATED SOFFIT UL CURB .H FB:AOFR-TOSTUD COLUMN CTION'9` Z 90/115 31v6., (9 lO NAILS EACH ETD. T" , - SCFlLE: 1"=1'-0" t"� • SPEED .WIDTH WIND Ca crtoN 28v 6 LSTAIS 5TRAIOMT-S lR WITH $ L) 10l/iso 93v ( IOd NAILS EACH ETD. 5/10/15 - - �/1]8 28v 6 (27 L$TR18 3T -9TRANPS WITH U - (7)SOd T EINQ W •-. 28v 0 TR18 STRAIGHT-STRAPS WITH ' •- - 0 91V (2)N-9TA18 T-STRAPS WITH 2 110/142 � NAILS EACH ETD. 4 - U 26v (7)lOd EACH END. - SIv (� -STRAIGHT-STRAPS WITH F. . 7At/130 (ST ILS EACH END. _ 4J (� - _" (97 LSTR1 STRAIGHT-STAFFS WITH .� DET Z SIV f8)SGd' EACH END.- ��-ii ,( ' , 6 (S LS STRRIGIiT-STRPP9 WITH n , , '120/155 My (A Wd L:S EACH END. tftpl(FHpJ .. «• " 1 try SCRL 1 1/2"=1'-0" - ." 6 STUD COLUMN-TO-F TION'CONNECTION"F" �� QE 41 - ( Y10/142 �6 (3)LS STRRIpiT-STRAPS WITH ��}t 7/12 120/I55 .91v: C)) NFi1LS EACH END WIND HOUSE N `4 ( 2x4 MIN.BLOCK - STUD COLUMN- -FOUNDATION CONNECTION C. SPEED WIDTH �NL•'CTION - • �� 1(l1FiT 7/18"AGENCY RATED SHEATHING OR EQUAL WO.D ryBOSE OPT•1-MS 140 FND STRW TIE. . PRE-CUT FOR SITE INSTALLATION BY BUILDER - _ CONNECTION WITH(14)16d (ERG IN COL, %�•.' A ^�,• SPEED WIDTH ST€h1¢ER.G c-I=: - APT e1.-MSTCM40 FND STRAP TIE O 9 N6 28v a W 1/4 z 2-1/4 ITENS IN FN0. T3-11 SIDING OR EOIJFL SUPPLIED PRE-CUT FOR - WITH(14).16d SDI IN COL, . INSTALLATION BY BAR 2z4 MIN.BLOCK Z (lO 1/4 z Z-L4 TITF7N5 1Id FND. U 120/155 91v OPT e2-LSTHD FND HOLD-DOWN _ - ; !o+ M/ „�, WITH(zO Bd NAILS IN cLLUMN y, FCFP•b��R��r; ' BLOCKING ALONG TOP CHORD ~ MV130 OPT e2-LSTHDBRJ FND HOLD-GOWN FLOOR RIM.JOIST-TO-FOUNDATION CTION"G t@. PET. " DETAIL #6 - OF TRUSS FOR SHEATHING U WITH(20)Sd SINKER NAILS IN COLUMN. WIND HOUSE - �W Hof/ � •,. 5/12 e - / NAILER.BLOCKING 15 2x4 - - = SPEED WIDTH �N•ECTI ... ' ram/ AT 16"OC MRX AND IS , Z OPT+1-MSTCM60 FND STRAP TIE - _ REQUIRED FOR A MIN. O WITH(26)18d SDAKERS IN COL Z 1D NA S I TWIST STAR WITH(8) FOR ON-SITE FP . LL OF 60 PSF. U 1106 42 26v 6 (14)1/4 x 2-1/4 TENS IN FND. ZO 90/116 2Bv 6 10d NAILS IN RIM UST, 1/2" 31v thru ANCHOR BOLTS IN FND P FSA1 -. 120/ OPT e2-LSTHDIORJ FND HOLD-DOWN U 1,MS 31v ONE FSR DSTALLm ON UNT OF CONTINl10US VENT CONT. ON VENT OETRII. WITH(28)8d SINKER KR3LS- COLUMN. EM ONF�L�NALl T . SEE -1 Z SOW, D0�TRUSS LL OF EACH OR �a(4 TRUSS T .SNOW OE (T 18d NAILS ZONES HXV EDING 80 pSF LL 0 WIDTHS LESS THAN 28 FT IN WIDTH TO WE 28 FT CONNECTION SPEC'S. M TO Zx4 ARIL SHILL HAVE l3)TRUSSES EACH 2)' T CRse CONNECTIONS SHOWN ABOVE LESSER CONNECTIONS ALLOWABLE BASED ON SPECIFIC TAWS.PORCH . SIDE MASTER SERIES MAX NUMBER(N TRUSSES RANI BE TH HUD SITE CONDITIONS. SEE CALC MANUAL SECTIONS 25.8.9 AND 2MS FOR SPECIFIC SIDEWNLL CONNECTIONS. O000 UPON LL RRTDD. SEE CfLC MANUAL SECTIONS 2S.6.3 AND 2S.6.4 FOR SPECIFIC MATEW(LL CONNECTIONS. RLL MODELS SIMPSON CONNECTOR VALUES USED ABOVE OTHER CONNECTORS WITH.>OR=VALUES MAY BE SUBSTITUTED FOR THE SEE NOTE e4 FOR WIND SPEED EXPLHNRTIOJ xzx/xxx. FRRMING DETRILS MUNCY HOMES, INC. 1567 PR ROUTE "2 DETAIL "B" 5 OR 7/12 TRU55 AT 'D.C. 5 0"/12 TRUSS AT 16" SR-LPL' O.C. MUNCY, PA 17756 scALE: 1 vz"=r-m' TYP. ATTIC ACCESS AND SKYLIGHT FRAMING DRN BY TnN THRU OFFSET ROOF FIELD WORKDATE SCALE REV. HT. NJ SCALE: 3/4"=1'-0" SCALE: 3/4'=1'0 DATABASE NAME MJL 3-22-91 SHOWN 1-3LF�35 Hn 06\Ba CODES&STANDARDS SHEET INDEX PROJECT: Building Code: IRC-2012 1 of 5-General Notes 3rd Pa Inspection + 51 Conners Road Party p Agency:,, PFS Corporation, Cottage Grove WI ; . 2 of 5--Drawing Summary Block AII_Layers All American Modular Quality Assurance Manual: Superior Walls of America QA Manual 3 of 5-Plan View-A L Layers ' 51 Conners Road Site Preparation Guide: Superior Walls Builder Guideline Booklet. (MAN 42-9090) 4 of 5-MUIfl-Isometric 51 Conners Road' 02- Fire Test Standards: ASTM E84, ANSI/UL 1715, ,UBC 26-3 5 of 5-Sections 32 y [Project No.OP47031 WALL AAATERIALS Concrete Compressive Strength: - 5,000 PSI BUILDER: Water/Cement Ratio: < 0.40 nM r N OF All America Modular Reinfordng Steel: No.4 and larger- 60,000 P31 ._ s DARAPPROOFING 34 Bladkthorne.Circle P� as ,` No.3 and smaller-40,000 PSI a C3y; " VMEs East Falmouth,`MA 02536 -Secondary Reinforcement: Polypropylene Fiber E: Superior Walls are recognized by Embedded Wood Blockingi Preservatively Pressure Treated the ICC-ES as an alternate method Co ct: Ed B. EPS Foam Insulation: Flame Spread:20 , a _: nta of providing foundation wall Smoke Development:.240 `$o REcisi s�E�" p _ dam roofin . No.additional dam roofin Phone:(508)663-7660 XPS Foam insulation: Flame Spread: 5 `� rssrurNn�Et�c`r is puir+ed. .g pp 9 Fax: (508 563-7660 /frnb {`Ya ., Smoke Development: 1.65 _` ,"' Sege ICC-ES E R Mobile 508 563-7660 SITE CONDMONS S 1553 8�ESR 1662) . ° ( _) Frost Depth:. ' ,; Local Code inches PLEASE NOTE Assumed Soil Bearin Ca a :2000 PSF' g PY' MUNICIPALITY: To comply with building code Assumed Wall Loading: 2700 Pounds/LF..(unrform) `' _: .. Barnstable County , Crushed Stone Footing Depth: .. 8 Minimum inches _ requirements,the framing/decldng " Contact:, Crushed Stone Size:: ,. i- 112 inch or smaller connections at the top of the Superior yPho Bacdill Material: r Badkfill with dean crushed stone or any of the following Wall and floor slab at the bottom of, Fine. ` t soil types:GW,.GP GM, GC SW, SP, SM, SC, CL,ML or up to 60 cf. the Superior.Wall MUST be Beam Pockets N/A :. . _ corn a ed prior O p p oo t or to ba r , ckfiliing. • . CUSTOMER RELEASE Column Pad(s);, .a, 28000 Pound Maximum ;. . ds e d (see plan for locations, sizes, an loa . " - - . . . ,_ ) � ; -As the authorized representative of the customer/builder ` ' I have reviewed this document and e .. GENERAL NOTES the drawings © ®. - ntained in it. I understand that it was created from information and dimensions provided b the customer! ... u 1. `Jobsite shall.be prepared by the builder in"accordance with the Superior Walls of America Builder � Guideline Booklet(MAN.42-9000). :w ` 1. builder and that Superior Walls will rely on that 2 Auxiliary drain pipe must be four(4)inch diameter perforated and directed to a sum it or,"da i ht. information In the manufacture of this project. sump ylg 3.- Builder shall establish the required elevation benchmark ` 4 Builder shall ensure site access for trucks and crane. Fl .I acknowledge that i`have"compared this document to the Weaver Northeast 5. Seismic.Design Category: B u ° sale_s ord®r/contract and that this document supersedes 68 Violet Ave a gsales order/contract with res to the objects NY 12601 Basic Wind Speed : 110 MPH' r _ ' ® P jects:and Poughkeepsie, r . sa *. dimensions contained herein. I approve the project Phone:.800-352-8196 INSTALLATION NOTES " depleted I for production, and accept full Fax n this.document • m responsibility for any and all measurements, dimensions 1. installation shall be supervised by a Superior Walls certified installer. and information provided by the customer/builder. I hereby DRAWING DATA: ' release and discharge.Superior Walls from any and all' Sold by Bruce B. Certification is obtained through Superior Walls of America, Ltd: " Dr awn b a NCW "st 2. Installation shall comply with Superior Wails of Americas Installation Manual.(MAN 42-9008). P Present or future claims and damages arising from Y• Date Created:: 3/10/2015 or relating to the attached drawing and deviations in the 'drawing,from Information customer/builder provided. Last Revision: 6/1W015 Revision#: 1.00 Signature of Customer/Builder, Date File Name: 51conners sealdrw t PROJECT NO. • OP-9703 Page 1 of 5 PROJECT: 51 Conners Road r All American Modular 51 Conners Road 'Barnstable, MA 02632 `Project No. OP-9703] BUILDER: All American Modular 34 Blackthome Circle East Falmouth MA 02536 Draw i ng- Summary B1 ock - A,11 -Layers - - - - -- Contact Ed B. 4/4 X I W a 1 l's/P a n e l'S - Phone: (508)563-7660 4 Specialties Fax: (508)563-7660 6 Multi Studs - Mobile: (508)563-7660 4' Col'*urfn Pads 75 Mod - Straps , 4/4 °XI Walls/Panels Type : 8 ' -2" Linear Feet : 132 ' -2" - MUNICIPALITY: . Bamstable County Contact: Drawing Notes Phone: ------------- Fax a ( 4) 2 'V x 2 ' - Precast Pads S'upPI ied` 0nl,y - .Object Details in inches , . --=-------------------=--- ID # Obj Desc ; . Width Height Header Door ( B . 0 . W) m A 1 DR Per . Entry Prep 41 84 9f 10 4 0 C 6 MS 2-Studs 92 0 D `2 Pad 24 24 . •4-1 /2 F 3 Win 40. 55 8 1 2 Wi n- DUO . 32 20 . 6 J 2 Pad 36 36, 6 Weaver Northeast 68 Violet Ave, Poughkeepsie. NY 12601 Phone: 800-52-8196 Fax: F DRAWING DATA: 's Sold by: Bruce B. JAMES � : Drawn by: NCW - '�`�- Date Created: 3/10/2015 ` Last Revision: 6/15/2015 NO. 33129 Revision#: 1.00 File Name: 51 conners seal.drw �FFssivA C rY• PROJECT NO. OP-9703 Page 2 of 6 40 Fc]0 t 29'8° 10,4;. 10. 1/4° 10 1/4n d Cl -� cf ti nAclu Excavation Required w A 3'-10"w x 3'-10'w x 8'd Bel ow -3'x3' Footer Pads co r • - : , • 15,1p _ 1114,, • : -: - 13,7p � - • M FP1 -V s ❑ co r Fc] nc 8'2„ Xi , Walls • Footing'Pad Q_ up to 15K 4' ' - F Columb Pad (J) up to 28K �I +, �, CL CU. cn . r Lf r~- N 01A of n .. -. � .. � �. QUILL y, N0. .'3129 10 1/4 7 1 1 10 nF rFfl ERc�I Ssm a T.51, T 25'2"` ® � �,5„ r DRAWING DATA: Sold by Bruce B. Drawn by: NCW Date Created: 3/10/2015 Last Revision: .6/15/2015 Revision M 1'.00 .. File Name: 51conners seal.drw PROJECT NO. OP-9703 Page 3 of 5 1 Rear Left View DRAWING DATA: Sold by: Bruce B. PH OF 4 J Drawn by: NCW Date Created: 3/10/2015 ,, Last Revision: 6/15/2015 Revision#: 1.00 File Name: 51oonners seal.drw No. 33129 PROJECT NO. UFFsS/Olvn� OP-9703 Front'Right View � Wy��' - Page 4 of 5 Floor System Potymed Joint Sealant Polymedlene Joint Sealant - (By Others,Connection To _ 13/40 Concrete Face Shell. 13/4"Concrete Fare She • wall Must Comply with Builder 2 lt2"XPs Insulation Guideline Booklet specifications) j 104 - z"Sill Plate Bolt 104� Steel Reinforced ioa� . Band Beam 21*"31Ps Insulation Sill Plate 1"EPS Bond Beam vertical#4 PAW ' (By Others) InstilatiOn 1"BPS Stud Insulation (Inside Each Stud) F' Blocluug a BPS Chase For Wiring a 0 Bond Beam Rebar And Phmobing GalvanizedGalvanized 1'4"Concrete Face Shell Steel Slid Stud,Facing Steel Stud Faring Panel Divide (Inside (Inside Each stud) Concrete Stud Scale: 3/4"=1'-0" . I"EPS Stall Insulation (Wrapped In 1"EPS Inslilaton) EPS Chase For caning Vertical#4 Rebar . ,. . . - urns ,. � And Plumbing Outside Corner (Inside Each Stud) loin Scale 3/4��_I'_O Galvanized Steel Stud Facing Hole For Wring ` And Phunbin // A _ '• $ Fiber Membrane _ , b (By ) %/�j��//\\// is I V n slab Connector (As » :\�/ice/i���/ice/i�/ I I Concrete Floor r (By Odiers) .: concrete Floor, .• 2I" /��_,,,,� (Footing Below Frog Line) 2 XPS Insulation (By Others,.$ e�✓w=t �C \ \/\/ 0 i: �..dti ..• a '••�.�. •�.1.• ..i: 1.• �, ••.. , - - a 0f The Builder MAIN Steel Reinforced Addition ` Footing Beam Guideline Booklet For 12"clean cxoa w stone, F Further Details) Filter Membrane DMnM :Irl-1 I 1-1 ME 1 -1 (By Others) TO TABLE I I hI 1L ,LII , I I , VU*soil Auxiliary Dram Pipe Altannata Drain Pipe Position To Sump Or Daylight Clean Crushed Stone Footing Xi Wall "_ Locate Drain Pipe Locate Drain Pipe DRAWING DATA: (Depth Varies Per Application) Scale: 1/2 'I-0 at Least One Foot(12") at Least One Foot(12") �, Beyond Panel/wall Beyond Panel/wall Sold by: Bruce B. OF nr j� YT \" Drawn ay: . nlcw JAWS 'J��_ Stone Footing Date Created, 3/10/2015 '`' Scale: 3/4"=1'-0" Last Revision: 6/15/2016 o E• -, F, o ��F Revision P. 1.00 1i File Name: 51conners seal.drw as�ark............�.Eiac,���� . PROJECT NO. ��.Y �' OP-9703 Page 5 of 5 40'-0" 34'=2 3/4" �j 23-2 1/2" t 18'-2 1/2" t 3-10 1/2" ` WALL—A 0 28'-11 1/2" 13'-4" T-5 1/2" 72VINYL 3536 RRNGE t 3449 ° - IW1830R WUMRI IW1830R WLS W123OR °10'-6 1/2" L. - -_L-- J - - 11 — JMV243OR „ mLS EA DW 5—4 m 6—11 1/ , � . CV ` ° > 89TH N (V r+ PIATE DAbALRBELS 15'_3„ I 30 W ° .. t� 0 26" 38.75" i o Q1 56.25" t €3 J 0 N NOOK n"om . KITCHEN ENTRY N (V m m m I o i' 2.75" 30BF 20" vKFI 96.5" TOTAL TF1 - J �¢ U242484R — 824R 3 N __ _ _ _ __ 1-9.25'"x19'-4" LVL EA MOD 1-11.25"x15'-4" LVL ER MOD 04 {,, w3614 W2430R W\2 �13-10- 04il'-9 1/2"1-9.25"x15'-4" LVL ER MOD 1-11.25"x14'-0" LVL ER MOD 1-11.25"xl6'-8" LVL EA MOD. J1-11.25"x15'4" LVL ER MOD _ u r i u �_ n N 3 10—4 O 3—7 S 10 10 1/2 0 { 31.75" t FIREBLOCKING AT, CLG b FLR PENETRATIOI . ON SITE P' FIREBLOCKING AT jLi �• I CLG b FLR PENETRATION CA f aS Y' I > ON-SITE BY BLDR ' CD E DINING RM m m I m LIVING RM s-. RRIL'G N I / '1t5" LABELS 21'-8" 24'-6 1/2" . ' FOYER - DO CORNER HOLD-DOWN (4)SIMPSON #STHDI4RJ 141—7 6—10 211 3—1„ 13—4„ 30-16d SINKER NAILS PROVIDED 6 INSTRLLED ' BY BLDR AT ALL EXTi CORNERS (OR EQUAL) SEE DET #1 SHT 76-2 3449 3449r 36SL2 3449SG 3449 cm c%j WALL-8 MR NOTE: 0 APPLiCRBLE BUILDING CODES: t MR BUILDING CODE FOR OTFD 8th ED. t 40—O � 35—il 29—5 � 21-4 10—7 � 4—1 MA FUEL GAS AND PLUMBING CODE 2012 IECC: 2014 NEC W/ MR AMEND FINISHED FLOOR <6' ABOVE GRADE #547 'MWE WHOLE HOUSE VENTILATION BY MODULAR MANUFACTURER AROUND ENTIRE PERIMETER NOTE: THE EXISTING HOUSE RT THIS ADDRESS IS PERMITTED REV. DUCT TIGHTNESS AND BLOWER TESTING TO FLOOD ZONE - NO FOR DEMOLITION. BE PERFORMED ON-SITE BY R MASS. CERTIFIED FOUNDATION TYPE - BASEMENT I Q LINE EIRE SEPRRATTON: - N IT CFO ITR PREMIERBUILDERS rum ma mmcvm"m a"o'°�° 02-15 DM PR STORIES ABOVE GARDE - 2 11-02-15 DM MR BUILDER, HERS RATER 2 OTHER QUALIFIED REQUIREMENTS WRLLS/PROJECTIONS >5' FROM LOT-LINE °T"°'°0°'�"�� 07-28-15 DM MR PROFESSIONAL PER 2012 IECC REQUIREMENTS SPRINKLER REQUIRED - NO a sKS WK OF MMMHOM mm "m'�' 07-07-15 DM REV WALL BARGING REO'MTS - 110 MPH WIND 20NE - WFGM 2001 DESIGN SNOW ZONE= 35 GSL �� Rt� rs 11758 # a--a 1 �- ^- 03-15-15 DM REV SIDEWALL= 2x6 Woc CLG= R-50, WALL= R-21 ROOF= 5/12 16"oc (90#) ""wpwdw m��'m"@ - 03-13-15 DM REV WRLL# SSHTG PROYD OOFFo5MERR�WALLLL o°SS�WAALLLL FR5T G FITY EDGE FRST'NG TTHHICKNESS TYPA'E MRRR WRLL= 2x4 116"oc FLR=-R-30(BY BLDR) DESIGN WIND ZONE= 110 35G ALL RMERICRN / TUEPKER - � INT. WALL= 2x4 16`'oc (SEE RESCHECK) WINDOW & DOOR DP= 40/50 MAINSTREET A 2316 206 336 3. 6" 7/16 7/16k16ge STAPLE CLG. HGT: 8 0 J STAIR OPEN'G(S) BASED DEST= 51 CONNERS RD FLOOR PLAN B 2316 296 1_ FUN NW 1 2316 574 730 3. 12" 7/16 ed NAIL CUSTOM 2 20.33 698 RDDTL BSMT COL`-_ # ON 8.25"/9.00 GEOMETRY CENTERVILLE, MR 02632 _ »>>NOTE: DBL STUDS RT SHTG EDGES FOR ALL WALLS w/2" EDGE FASTENING«« LABEL - ■ 5 s BRRNSTRBLE CO. or. 01-15-15 1/4"=V-0" J 3 91 64_547 T 40'-0" 31'-8 1/2" `- r 13'-0 1/2" i 34'-2" 28'-10 1/2" 23-11 3449SG 3449 ° . 4'-7" 5'-0 1/2" i 4'-11an " 2 lo�� 14s' 10'-2" COso I or 25.75" �alqfUON I In 37.25" I 42.75' 6s' I - I OD rn I C) 10'-2 1/2" CDM I corm co m to I m P° i LRBEL - - m OR 3 m m I CV v-4 1 ccn ° `� SD86 -------- I > 18N ° ° 130" TOTRL 3O 33.5" o O o crn m _ 1-16"xi6'-8" LVL ER MOD 1-2x10SPF2 EA MOD 30 - Li s ED , 5 '-0 -�� N j L I = 48WS .1� I I« m \ \ ! I LRBEL CO \ q OP BE 1 Eao STUDY E m o .. N m (40 PSF FLR RREA) BE 2 �t m 42.75" b Cn 14'-3 1/2" 7'-2" '-1" E i = 13'-4" cn.2'i()' I 3449 3449 3449 3449 3449 24'-10" 13'-10" 16-2 1/2" i 40'-0" 351,11" 29'-5" 21'-411 10'-7" 4'-111 #547 MWE REV. w+,mr PREMIERBUILDERS m a r,o+ m cms 11-02-15 DM MR �wm"Dffm= 07-28-15 DM MR e aKS me OF rwcr►Wa we nm oaL, 07-07-15 DM REV Pupen t44X�uil� rcy. Po 0W + 67OW-WE !�,L ,.p.L 03-16-15.DM REV 03-13-15 DM REV RLL RMERICRN / TUEPKER j�STREET SIDEWRLL= 2x6 16"oc M-MNWMARR WALL= 2x3 16"oc 2 STY FLOOR PLRNCUSTOM CLG HGT= W-0" ��ac LRBEL - ■ ours DRM O1-15-15 1/4"=1'-011 31964_547 -38" 37" (38") 48" 1081, DBL. 240 RAIL co 2x8 2x8 = 39" in (40") 242 RRIL 1 1/8" NOSING'(TYP) N 1/ 37" co 3 RISERS ® 7 3/4" 12 RISERS ® 7 7/8 ro (38") " I N OJ CD m - 00 m r- 00 m i\l m O - X � co - X CO N CV• N N co STAIR WIDTH= 37"(38") 37 7/8° OD � 3/4" OSB S7 EP WIDTH-- 40.5" 41" 9" m � N 2x6 LRND'G iv 2x6 m 1/2"6.5"x40.5" OSB Cal 40 1/2" 3/4"x15.5"x40.5"' OSB HGR. L 105" STEP BLK 6.25"x8.2 S 156 38 nne ems ornerram REV. ID�IUNClY HOMES, INC. PIM ow 2/31/15 MWE REV o Pa Ain , Pa f115i4 • (57o�1e 5M4 t AI_o. 9-25-12 JK REV STAIR SLOPE (UPPER)= 41.19 m� �m„6 +� 5-13-99 JK STRIR DETAILS -STD TS . °R strts STAIR SLOPE (LOWER)= 40.73` �NW 26W TS STRAIGHT RUN 0 UK JRK 6-25-96 112"=1'-011 Dui 13 r DW Fo o Li r , I I I I - I I c i I O ———————————— OL ' I I I s —, I - I I I I • I #547 MWE REV. --- `n ORF PREMIERBUILDERS LINE -------- FIELD LINE a SUM M OF MMY 11MM MC Ffrm oar E87 Pa Rt4 2E. MGM.. Pe TrM r 67p,6*M a.-d M� WM� ^"•-•^•• mfiD L ImL�JL RLL RMERICRN / .TUEPKER seamMRINSTREET FLM NW CUSTOM Mft er. Dare SCRM Joe.-Sm e _ 1/4"=1'-0" 31964-547 y)rt y T11 , ,. Q 1 1/2" ELL ' ® 1 1/2 LT ELL s" I © 1 1/2" TEE hi I - „ s , I ' ' / i.s" ® 1 1/2" LT TEE 1 1/2" 450 ELL I I C ® 2" ELL GQ 2" LT ELL 2" TEE K T 15. I 0 2" LT TEE ��2450 ELL vR 5� I ® 2"xl 1/2"x2" TEE C 5 I , oN�5 Q .3" ELL v. w$c I L� I ® 3 is " LT ELL i TUB (9) 3" TEE I I I T 15„ OQ 3" LT TEE VAN- ® 3" 45° ELL I ' Q 2"x2"xl 1/2" TEE 3"x3"xl 1/2" TEE I I s" SQ -1 .1/2" DBL TEE C u Q 4 x3 CLOSET ELL ITUB i S VRNI VRN SHOWERW/C VENT LINE I Z , \• DRAIN LIFE -----=FIELD LDE 2nd STY CLG 2nd STY FLR 1st STY CLG 1st STY FLR is. 3„ ; #547 MWE REV. mcnwcm PREMIERBUILDERS A SKS M OF MOCY K M P C Fllm oat U 07 Pa Rt4tff� Pa 17758 • G57fJ15/8-M p-+• d t I rL wwwpw*r- Y mnm L;o R ALL AMERICAN / TUEPKER MRINSTREET DWV SCHEMATIC PUN-NW CUSTOM VWK MWE �1/5/16 ® 31964_547 - j 22'-0" i to I co to co I m 60 J 6-- , 18'-3 1/2" � 13' S" , r ,1 / I 10'-8 1/2"J I i Ix I 3_3 I _ + 7"xl8"x10' 7'xl8"x5' DUCT,. k 2'-8'. I DUCT INSTALLED no I co INSTRLLED r 10 ' I 8'-0" I k IT /�, - YYY I 9 0" 2' I 2 0„ 8 I a o , m i I _ I 8"x21"x3' i I DUCT I \ 24'-10 1/2" I INSTRLLED �\ I 1 i I \15' - 0 I \ I 111' Ill' \ = . co ( co � m , � t t o co 1 35'-4" 28'-8" 20'-8" LO'-0" 3'-4" _. #547 MWE • mv. PREMIERBUILDERS. . ASKS M OF ARMY HMM K t+lm oat b87 Pe Rt� MIICy. PA r/M + 070S48-M d.._.d WWW zc wm L Imt�i ALL RMERICRN / TUEPKER A NSTREET 2ND STORY DUCT LAYOUT P`p"NW CUSTOM a"K er: MWE DRM 1/4/16 1/4 V_6" 31964_547 22'-0" 7-4" 2'-0" 0 —fD—J— co i o I I io \ 0 co I in 6 I , icll I13, I 5,� , / 17 I� 10'-8 1/2'/' u � O O � - - l0'-0" 2' 0"1 �, i i 7"X18"X10' — r—7"x2 'X5' ------------- INSTALLED v 2'-8' DU LLED co �� i co � I TALLED 1. \ I7' \ I 1 1 0"' r J -0'_ \ k \9t __ I 1 1 8' C z, --J 8" D"�T !121 24'-10 1/2" INST L ED I �\ /3' I 1<711 (6" 6' 354" 28'-8" 20'-8" 10'-0" 34" #547 MWE PREMIERBUILDERS rmn eumcm WWWOww "" mIAD L Imll�.R ALL RMERICRN / TUEPKER MRINSTREET 2ND STORY DUCT LAYOUT' CUSac TOM °i"`B' MWE m'E 1/4/16 1/4"=1'-0" J& s64_547 1