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B-19-873 - 0005 VISTA AVENUE - Building Permit The;Conimonwealth ®f Massachusetts Department of Public Safety Massachusetts State Building Code(780 CMR) -- -- nPermit g 'on for any Building other than a One-or Two-Family Dwelling all(�. (This Section,For Official Use Only) Building Permit Number: Date Applied: Building Official: _ .SECTION lc LOCATION -2- ,� No.and Street CityTown / Zip Code Name of Building(if applicable) Assessors Ma # . Block#and/or Lot # SECTION 2:PROPOSED WORK Edition of MA State-Code used New Construction check here or check all that apply m the two rows below PP Y Existing Building❑ Repair❑��If . Addition❑ Demolition ❑ (Please fill out and submit Appendix 2) Change of Use . 0 Change of Occupancy ❑ Other ❑ S Speci fy- ' Are building plans and/or construction documents being supplied as part of this permit application? Yes, No ❑ Is an IndepE!ndent Structural Engineerine peer Review reauir d? Brief Descnption of Pro osed Work t SECT'IOIV 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN.USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use:Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floor;/Stories(include basement levels)&'Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft.) SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 ❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: Educational ❑ F: Facto F-1 ❑ F2❑ H: Hi hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1❑ 1-2❑ I-3❑ 1-4❑ M: Mercantile❑ R: Residential R-1 R-2❑ R-3❑ R-4❑ S: Storage S-2❑ S-2❑ U. Utility❑ Special Use❑and please describe below: Special Use Description: SECTION b:CONSTRUCTION TYPE(Check as applicable) I AIB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ 1\7 ® �A ® VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 165.3 for details on-each item) ly: Flood Zone Information• Sewage Disposal: Trench Permit: Debris Removal: !, Check if outside Flood Zone Indicate munici al a, A wench will not be Licensed Disposal Site or indentify Zone: or on site system❑ required❑or trench or specifypermit is enclosed❑ ad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Applicable'U Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or No El Yes❑ No ` SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s):. Type of Construction: Does the building contain an Sprinkler System.: !�! t1 Special Stipulations: _ Design Occupant Load per Floor and Assembly space: It{ cl_v,.,us 3 LYf1con f-''",L4-sl) SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Dame(Print) No.and Street City/Town Zip Property Owner Contact Information 1513 r= Title tj Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes: Er 4,1 --.-- Name Street Address City/Town State Zip to a2ply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL.(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here®. Otherwise provide construction control forms see-section 107 in the code as required. 10.1 Registered Professional Responsible for Construction Control(the professional coordinating document submittals) Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor Company Name r - ` t Name of Person Responsible for Construction License No. and Type if Applicable { 6 Street Address �, % - City/Town State Zip Telephone No..(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT M.G.L.c.152.§25C 6 A Workers Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yes❑ No ❑ SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6) 1.Building $ /`1X6.00=. �� Building Permit Fee=Total Construction Cost x—(Insert here 2.Electrical $ appropriate municipal factor)_$ 3.Plumbing $ 4.Mechanical .(HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $ � � (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Please print apd sign name Title Telephone No. Date Street Address City/Town State Zip Email Address Municipal Inspector to fill out this section upon application approval: Name Date CITY OF SALEM ROUTING SLIP New Construction " Certificate of Occru/ancy LOCATION I/fT l+V,5 DATE ISSESSORS DATE3 Washington t. CITY CL DATE 93' ashington St. PUBLIC SERVICES 9, DATE i �1 /.` 120 Washington St. WATER ��%�� 01J' DATE 120 Washington St. a CROSS CONNECTION �2U DATE 5,Jefferson Ave PLANING DATE 1Y , ashington St. CONSFRVATION DATE r 120 Washington St. EIE CAL DATE 4 afayette St. FIRE PREVENTION DATE 29,17ort Avenue ' HITH DATE 12 Washington St. '.'BUILDING )INSPECTOR DATE 120 Washington St. V�eLt p _ CITY of SALEK MwAaiusE'I'I5 ' BUILDM DEPARTMENT 120 WARVgGTONSTRMET,3POFLOOR TEL(978)745-.9595 FAX(979)74 M46 K EERLEYDRISODLL , MAYOR THomAs STMERRE DIRECTOR OF PUBLiCPROPERTY/BIDING GomassiomR Construction Debris Disposal Affidavit (requiredfor all demolition & renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR,Section 111.5 Debris, and the provisions of MGL c40,S54;Building Permit# is issued with the condition that the debris resulting from this work shall be disposed of in a properly licenses waste deposit facility as defined by MGL c 111,S150A. Th6 debris will be transported by: (name of hauler) The'debris will be disposed of in: (name of facility) 4 (address of facility) r. Signature of applicant (today's date) d� �•-� ••.••w•.•►css.** vJ t►Lii 7JNf./iNJ6pJ Department of IndusbW Accidents Office of Investigaidions 600 Washington Street Boston,MA 02111, www•masmgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers AP licant Information :k. Please Print Legibly Name Musiaeworganizatiowindividual): Address: City/State/Z P: Phone#: Are you an employer?Check the appropriate ox: Type of project J ro' (required): 1.El I am a employer with 4. I am a.general contractor and I employees(hn and/or part-time).* have hired the sub-contractors.:- 6 ew construction 2.N I am a sole proprietor or partner- listed on the attached sheet. 7. b Remodeling ship and have no employees These Sul tors have g 0 Demolition working forme in any capacity. employees and have workers' 9 Building addition [No workers°comp.insurance comp•insurance•2 g required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3. I am a homeowner doingall work officers have exercised their 11.D.Plwnbing repairs or additions myself.[No%workers'comp.• right-of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.0 Other , - comp.insurance required.] *Any applicant that checks box#I mast also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. iConnutors that cheek this box must attached an additional sheet showing the name of the inib-contractors and state whether or not those entities have employees. If the sub-contractors have employees;they must provide their workers'comp.policy number. I am an employer thed is provfding.workers'compensadon-baur nce for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.I.ic.#: Expiration Date: Job Site Address:_ City/State/Zip: Attach a copy of the-workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 annd/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 may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby er the pains and penalAies ofperjuey that the informadon provided above is true and correct Si afore T - Date: Phone#: � ) OJficki use only. Do not write In this area,to be completed by city or town o fficid City or Town: PermiVUcense# Issuing Authority(circle one): 1.Board of Health'`2.Bui_piing Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other ' Contact Person: Phone#: o o 016 Lor i 7, 149 S.F. 43 IR A . AEI VISrA A AE U a S 4. v MASSACHUSEr ` PARS 41,,Q INC. �E`HEIGOrs ROAD L YIVN..,WA.SS. a t- FAIA 61�.3039� so aR �h � ' J mq a U !C N Lu ~ S V � ] Q It x ��B w 0 ak s ! rcm..r.eu wrm cu•,waacan ^� Z oc-ser ni.a O nu ef.:m crmiuu � ma�aawsiw U _ — _ _- __— 77 cwimaa cwm Q' ___ ___—____—____ b e'lAYpl Ta16a1 rtg�yy C uveimvw mawld vumrt ]n O cc e emm�rwier = cme�ie eue- ''IV H Anai jTl �` — — W ------ --------- -- -1 rA -r - .•u� c a O F w I —---—----—---------—----- — - ----------—--------- --- - - (� - —----------- , --- ------------— ----------- — 2 FROST BWALL WITH CRAWL SPACE I FOUNDATION PLAN 11LY 2019 NOTE: SPREAD FOOTING IS NOT REQUIRED, AND 4'-0" FROST u`a1-r DEPTH IS NOT REQUIRED IF FOUNDATION WALL IS DIRECTLY PINNED TO SOLID LEDGE Al Commonwealth of Massachusetts Manufactured Buildings Program Transmittal Form for all correspondences relating to Manufactured Buildin s and Building Components To: Linda Shea,Manufactured Buildings Program Phone Number: Date Transmitted Linda.shea@mass.gov 617-826-5225 7/10/19 Office of Public Safety&Inspections 1000 Washington Street,Suite 710 Boston Massachusetts 02118 The person forwarding material shall complete the following portion of this transmittal. Please print clearly or type required information. Name of Person William Rhodes MC Number 346 TPIA Number 03 Transmitting Material The following information is being transmitted to the Board of Building Regulations Please indicate the Distinct Use And Standards and\or the Department of Public Safety for reasons detailed below Model and\or Serial Group (Please check the appropriate box or give a further description of the transmitted Number pertaining to Items under the section labeled other. Be sure to identify the appropriate Use Grou .) transmitted items. Building plans for review and approval Building pliuZs forwarded as a record copy for your files(review not X 11357 Single required). Family Revised building plans for review. (Please clearly identify revisions on the Tans.) Revised building plans forwarded as a record copy for your files (review not required-Please clearly identify revisions on theplans.) When subrrutting materials identified below,please ensure that you clearly indicate modifications to each page(s). Also,please indicate the BBRS\DPS Identification Number on all applicable materials. Modifications to programs,manuals or drawings shall be accompanied by an index which clearly identifies which pages are to be removed and which pages are to be replaced. Check the appro riate box for materials transmitted Compliance Assurance Programs Original submission Modification to: Calculation 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 No. Also,identify the requested Site Location: 5 Vista Ave action. Salem,MA 01970 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. Signed by: Date:7/10/19 William Rhodes S\mfg\forms\mfgtransmittal-Revised luly,2018 t NEW ENGLAND HOMES T.ENERGY CODE COMPLIANCE 511E ?. REFER TO THE P A Division of Preferred BUlldig 5yslens Inc. PURCHASE ORDER,THE PELS4JEH 'DIV1_OFFICES PHONE(603)435-E630 REFEREWE MANUAL,AND THE PLAN SET FOR TYPICAL AS 277 LOCUST STREET SUITE B,DOVER,NH 031120 WELL AS LISTED RESPONSIBILITIES. ENERGY PROVISOS UNITS ARE DESIGNED TO MEET THE MANUFACTURING PLANT, PIIONE� GOOF 372-1050 b. WINDOW GUARDS SNALL'MEET 2015 IRC R312.2 BY FACTORY REQUIREMENTS OF THE MASSACHUSETTS ENERGY CODE l ) WITH ATTACHED CO'JPLWICE REPORTS.CALCULATIMS PREFERRED BUILDING SYSTEMS ARE BASED ON DESTINATIONS AND AND DETERMHED 143 TWISTEACK ROAD,CLAREMONT,.N.N.03743 WITH CURRENT VERSION OF THE RESCHECK. 'MANUFACTURER NUMBER,ITC 346 4.B U I L 1)I N G I N F O R M A T I O N ~ ASSIGNED BY THE COMMONWEALTH OF MASSACHUSETTS o) . EXPIRATION DATE OF CURRENT AUTHORDATION, PROJECT,11357 ,PROPOSED,ADDRESS-5 VISTA AVE A/30/2EYlO SALE",MA55ACH5ETT5_O NOTE,IBASEMENTNSTALLED CEILING INSULATION S SUPPLIED AND 2.T.R.A. b) USE GR",SINGLE FAMILY MATERIAL X SITE BY CSL,AS 15 THE Lk5 T.R.ARNOLD 1 ASSOCIATES,INC. <) CONSTRUCTION CIA- CORPORATESIFICATION,VB HLCVD FRAMED MATERIAL AHD LABOR FOR ALL OBIER.REOIIREMERYS A OF 700 CMR CHAPTER 61 OF THE M EIC,qlh EDITION. CEST OFFICES, PRONE,INDIA A 4 516 d) AREA f BUILDING, PER FLOOR,DIT 50 FT(15T) 1217 50 FT(2ND) - A7W CPA T Y INS,INSPECTION AG INDUYJA 4Y516 a THIRD PARTY INSPECIICN AGENCY AUTHORIZATION 4) HEiOff�MAX.3 HABITABLE STORIES ABOVE GRADE PLANE B.STATE CODES NUMBER-TPIA'W I) DES"OCCUPANCY LOAD,TWELVE LODGERS OR BOARDERS PER I� ASSIGNED ST TOE COMMONWEALTH OF MASSAC"ETTS FAMILY 2015 ARC IO STATE AMENDMENTS S yyJJ R) SPECIAL SYSTEMS BY TYPE, RE5 DE EDITION 12 FAMILY MASSACHUSETTS STATE BUILDING CODE FJ EXPIRATION DATE OF CURRENT AVTNORIZATIOJ, �.RESIDENTIAI 117 FAMILY In.TYPE OF FIREALARM SYSTEM .243 CMR MASSACHUSETTS STATE CODE FOR W o ►►✓"�¢� 4/3O/Z020 WJS840LD FIRE WARNING SYSTEM(SMOKE FUEL GAS I PLUMBING CODE O O AAA!)F MAS 3.INDEX OF DRAWINGS DETECTORS)IN COMPLIANCE WITH MSWL217 '2017 NEC W7 STATE AMENDMENTS O S0 �.. S 30 SHEETS,'REYISiQ!N,DATED 6/17/19 AND/OR ANSIM1266 AND 780 CMR R314 577 CMR 12 MA55ACHU5Ett5 ELECTRICAL CODE U 8 P 9 qq ♦•y�'V ny H.TOPE H FIRE ALARM SYSTEM, w A 24 O Q v KE I N M. G HOUSEHOLD FIRE WARNING SYSTEM(NEAT -M.S.15"INC.T CHAPTER�6I ENERGY ONE N ffig FINN N DETECTORS)IN CO7PLUNCE W17N 780 CMR 2015 I ITERNATIONAL ENERGY CONSERVATION CODE Q 2 PM REFER TO A-I FOR ARCWTELTURAL DRAWNG 10.NF3f W �' CIVIL -I R314 -MA STRETCH ENERGY CODE 780 LMR APPENDIX 12OAA B No.39638 N REFER TO M-1 FOR nEOMY-6L DRAWING INDEX k TYPE OF FIRE ALARM SYSTEM 0 YES _NO �W�g ICWXIDE REFER TO.E I FOR ELECTRICAL DRAWING INDEXHOSENOLD ERE WARNING SYSTEM(CAROMWITH O DETECTORS)IN COMPLIANCE KITH WPA � GIS 72D-5.2.2 AND TOO CMR R35 .c PETER TO CODE APPROVAL DOAR Wt5 2.TYPE OF FIRE SUPPRESSION SYSTEM,WA $)D A h) GROUND SNOW LOAD(Pq),50 P5F GROUND 5NW LOAD-50 PSF CONVERTS TO DESIGN LOAD I) WIND SPEED(3 SEC.GUST), 177 MPH Wll (DESIGN) w $ yu BASED G ' SL X 0.77 FS0.5 PSG-.OK )) EYFY W E'CATEGORY,B ❑ OLLOWING, O L) DE54H LIVE LOADS. REOD.T00 CMR DESIGN = rg _ ❑ ❑ 50 GSL REQUIRED.FOR SALEM,MA SITE. TAME R301.5 GENERAL NOTES 1.ROOF38.5 Per 36.5 Ant : I. NRA(NEW ENGLAND NOTES)LIMITS ITS SITE 2 FLOORS 40 p 40 ON Z lu 0 '.FLOORS(SLEEPING AREAS) 90 eel 30 Wf 06S -q RESPONSIBILITIES TO GETTING AND ATTACHING MODULAR 4.CORRIDOR N/A WA Q UNITS TO CONSTRUCTION SITE'S PROPERLY DESIGNED AM -) FOR STATE USE ONLY PREPARED FOUNDATION AND ANCHORAGE S.STAIRS 4D Pet q,DATA/CODE' PLATE l '.STATE Ur •,r b.BALCONIES 1 DECKS 40 yt 40'.P pf L A B L E L O U A T I CA5 2.. ALL NOTES CONTAINING THE TER 1%W O2'CONSTRUCTION '1) DESIGN OF STAIRS, (MASSACHU FITS AMMENDMENY) I).DATAXODE PLATE,STATE LABEL AND TRA.LABEL w SUPERVISOR LICENSEE'ARE WARM OBLIGATIONS WHETHER 1.MAXURRM RSER, 6'1/4' LOCATIONS ARE AS SHOWN ON THE FLOOR PLAN(5). g TL Q FOR MATERIAL WHICH IS MDT SUPPUM OR INSTALLED BY 2.MINIMUM TREAD, IV 3 3 .` THE COMPANY,OR FOR CONSTRUCTION w 777...Nye ME HODOLOGYMCCEPTAME BUILDING PRACTICE FOR WHICH 3.MINIMUM WIDTH.p1, b'-B' Z if Yi y g W THE COMPANY ACCEPTS NO RESPOM UTY AND"AD BE U4.SE MINIMUM WIDTH, 31-VMS 10.S P A C E FOR THIRD' PARTY STAMP 6S 7 REVIEWED CAREFULLY BY THE%%'OR YlMTRUCTION m)SPECAL 1.M NIMUMC DE REQUIRCCNDITED LIMITATIONS, , m �, y SUPERVISOR LICENSEE'AND WE LOCAL BUILDING I,MINIMUM CODE AR.EQUAL SETBACKS OR 0 LOT LINES' INSPECTOR ALL NOTES CONTAINING THE TERM'CSC'OR a.GREATER THAN a EOUAI TO 5'FOR 0 HOUR EXTERIOR WALL. N A%REAS F TIONRESPONSIBILITY SUPERVISOR LICENSEE'ALSHOT S DEFINE nj WINTER DESIGN TEMPERATURE LLU AREAS THIRD PARTY INSPECTION FNICN ARE NOR SANCTIONED BY TILE TRIPE PARTY 015PECTICN AGENCY OR THE STATE O' INSIDE e70T OUTSIDE 5'F = A M SSACIISETTV CERTOICATIM OF MANUFACTURED ZA ROUSING FOR THIS PROJECT. II,A 40-14OUR NOTIFICATION MUST BE GIVEN TO THE LOCAL p_ i 3. THE TEWt'EWP LOZE'AIM'SHIPPED LOOSE'REFERS TO AUTHORITY PRIOR TO UNITS BEING SET,THE C5L ON w HEMS To BE INSTALLED asME BY THE'CSL'OR 5.M E T H O D O F V E N T I L A T I O N RECORD 15 RESPONSIBLE FOR RELAYING THIS W15TRLACTOi SUPERVISOR LCFNSIV.TYPICAL ITEMS NOTIFICATION,IF ANY CONNECTIONS HAVE BEEN CONCEALED SNIPPED LOOSE(UNLESS SPECIFICALLY NOTED OTHERWISE), —NATURAL _MECHANICAL .XIL COMBINATION PRIOR TO INSPECTION,THE BUILDING OFFICIAL MAY Ln �' SIDING 1 ACCESSORIES-FASCIA 1 SOFFIT TRIM-DRIP REQUEST HAVING THE REMOVAL OF.ELEMENTS THAT EDGE-GABLE END 1 RAKE Win-VERY CAPS-EXTERIOR LIGHT FWURES AND OUTLETS 6.M E C H A N I C A L I N F 0 R M A T 1 0 N CONCEAL THE CONNECTIONS TO PROVIDE ACCESS.THIS W O WOULD NOT CONSTITUTE'DESTRUCTIVE DISASSEMBLY', Qn 4. EXTERIOR HORS ARE TALKED AND FINAL.INSTALLATION 5 a, POKED HOT HATER BASEBOARD,YES DONE"ME BY IRE YSL'OR WISTRUCTIOR SUPERVISOR ALL CONNECTIONS ON SITE MUST BE INSPECTED BY THE _ LICENSEE' b. TYPE OF CHIMNEY/VENTING SYSTCM(S),NOT BY LOCAL AUTHORITY l..) THE COMPANY.SUPPLIED AND INSTALLED BY THE S. ELEVATIONS ARE FM GRAPHIC REPRESENTATION OILY. 'CSL'AND INSPECTED AND APPROVED BY THE LOCAL CODE ENFORCEMENT OFFICER. 6. THE 'OR ALL FINAL ASTSUPERE45OR LICENSEE'S DCKSANDRESPONSIBLE iW ALL FOOL FASTEWNG IN EXTEROR ¢¢¢¢a a¢ ALL R AND NG MISS,ONLY COOPS,PIN RAFTERS,AND �. ALL RE11,10JRJG MYSC,rtERb 71♦QaGN our HARKED AS'81' CSL'OR'BY COSTRLCTION SUPERVISOR LICENSEE% Gj Civil Engineer Kevin M.Finn;p,E ,nc: _ 815 Waterbury Par I _ AElkhart,IN 46517 MA E Lit#39636k Drive ee I GENERAL NOTES rsAexo�na AssociATMs,nrc. P z ARCHITECTURAL DRAWING LIST LEGEND cats eam 1 I. ALL WORK 54AU BE PERFORMED IN ACCORDAWE WITH MAseAcnusena s ? A-0 COVER SWEET ALL APPLICABLE CODES,STANDARDS,BULLETINS(LATEST s�r�nro,.emiea e.,leuow.ma 3 A-I LEED SWEET EDITION)AND TO THE LOCAL AUTHORITIES REQUIREMENTS. -------_ wro�w�erour ti AP FOUNDATION MAN � I uwM sw erro a a. g A-3 FIR57 FLOOR PLAN P. READ THIS DRAWING IN C ION WITH MECHANICALAND.ELECTRICAL REQUIREMENTS. WATER CLOSET o A-4 SECOND FLOOR PLAN A-S FRONT ELEVATION 3. PENETRATIONS OF EITHER THE FIRE OR SMOKE BARRIER A-4 -REAR ELEVATION WALLS SHALL BE SLEEVED AND SEALED AGAINST THE PASSAGE OF FLAME OR StME WITH A SUITABLE A-7 LEFT ELEVATION NON-CQ19USTIBLE MATERIAL EQUAL TO THE ao .KITCHEN SINK, RIGHT ELEVATION CONSTRUCTION TO BE.PENETRATED. A-9 CRO55 SECTION A-tO CROSS SECTION 4. DESIGN,DETAILING,AND CO15TRIKTIO,'514ALL CONFORM o TO THE LATEST CODE AND ALL OTHER CODES AND G4Z`z A-II CROSS SECTION STANDARDS LISTED. OATH SINK A-IP C0055 SECTION AA3 KITCHEN DETAILS S. TYPICAL DETAILS SHALL BE USED WHERE DETAILS ARE A-14 KITCHEN DETAILS HOT SHOWN ON THE DRAWINGS. �{ A-IS DETAILS REFRIGERATOR o o g ' A-16 DETAILS A-17 DETAILS A-IB DETAILS A-IR DETAILS .A40 NOT USED d ® ELECTRIC RANGE a `a A-ZI 5T FLOOR BRACE WALL DETAILS A-22 PAID FLOOR BRAZE WALLDETAILS SHOWER boo ❑ TUBNSHOJER 's m _ Lean A DATA eT INBFk, � C TPA THIRD PARtt LABEL I I MA MASSIO4SE7T4 STATE LABEL L---------3 OP DATA PLATE ® D WASHER MAID DRYER NEW WALL L ON SITE WALL(NOT BY NEH) C d o cal Z SH OF 1w Ass9 o`er 'EVINMFINN , cc f CIVIL m a aaaaaaa u NO.39636 9F A��fFSO HOB € 5 IF IF 22 .—.��_�.—•..tee-r.-......----�_�.___._..._ { F 4 !3'-10' 13 Id o I P I 1 ! 1 1 ! � i 1 OT � ' vI, i s b I • 1 I n �� i L '_Id�• I 1 N �.I I 1 f rT Ji I 1 q q 1 I 1 I t 1 S i I I I, 1 • , i i i I I t i - f 4 4 L_ _______________._______________.______O________._______J C q p gg@ P ¢ 4° �4C Him z .2z g 1 R Hi R 98M. §1 am PA { 1 P goal f . J(f1 i�0a 4 $ Ego f \ <2_ O � di P t a r2� A �° g g a { �. PLEA5E C%M AMWPRJATE BD(,SWN,DATE,AND RETU;W TO ILEA.PLANS NOT McaD,SIGNED,AND j M L--A StrM,Site B DATED WLL BE RMOM AND afil EGT TO ROINAL cPM PR0MUM".41EDA24. RTA "W7 R'cv°aro New England PEW� € 6°1O1 1 HAVE REVIEWED TWE5E PLANS ELR ACORACY AND WEREBY AUTWC E H.EJl.TO DO THE FOLLDWWG:Reveue 4/1?/Yi RTAto, Homes 4/2b/Iq RTk a ThTR ARE ND OUXGE5 TO T14I5 PLAN,Rr3.EASE TWE MB FOR FF MOM. UA Sn/19. RTA (7aJHB.�B`iM1 5Nrst: n- RTAB RTA MMI a� CONST�UCION ��THE PJdY AS Nt7TED AND RELEASE iNESE P1J5 FORPWJIXlCTION.�_/� KTp Srde Desc: REVISE TNESE PJ+TS AS PY�7Q MtD SENDnE ANOTNIFR SET OF PERflR PLANS TOPs'v1EW -!/ _A 3/t6 W-V cM` OWL FOUNDATION PLAN nA iflppT Y YAd 4 £Nf P P p R I T.HA&YOID�AbSOCl.TEBS,TWC. �, � 33 .NYf B yy.W.l Mh55Nn1UEET16 ea..e avauuan N r w�kn N�rviu , O tm n pabmm1m.nm _!y CI !D emb.n uri'f o 4-�/• T_Q/' Ib'-d/, _111-0_ _ 1 'X6 1193, $ AB MUDROOM 4 i ten, „ma K B'-d/• NOOK k' a. ° c°.nmrw°r s: wmvsArwlrA I � �o -� ' I ® ® Q llff pn PmT POSTyp v I-v4•r auP Lrt rawER a wE � O O O s:af,ST 1'Fm1r m+D t j B POST EA.SIDE 2%M q6 TOTAL h20 7 ,e,-7• 'S.4m EPF POST - Fi POST 10 Q03[l F`O� ENTV NOTM _____ 13'-!{�.• S'-�' 4'- __ 1. RAISE ALL BA9FHWRD °Q+ Tv B%F MOLWW 3/4'AND LIVING ]/L-a DINING INSTALL RAISE RITCIV a gg IA AL vA• cc @ 3 S. .RAISEISE ALL WATER CLOSET FIANCES 9//' 4. RNSE OLI.BATH ENT.Y vA Trs 9q .,d O Y LOADLL MRIO WADERS ALL lure Sul Ow or OMERMSE PDADER TO BE(7)&W.SPFU,EACH CR dN SIDE IRtf59 NDTED ALL Au EnERaa DasiwlmcM uFAnaty To BE(2)z<a sPFoa, 3-0 - L WILESS NOTED OMEMSE O, 3 T%4'E FRONT—, toRY• T 12 �omeoENT ROOF BUILT BY FACTORY; I, ;a � NfAO[R MULLED CtrA E BY CI PER TRA APb D A PLATE MDBf. W U- -- SITE REF.TNMNAL LA�—, THIRD PARTY LABEL � 18'-b' T 0•-- ru 1145&10MET1'9 STATE LABEL ® Y/0 e,41,414 a'-d/' R'-I W 11-1614 e'_d/ 4'd/4 or DATA PLATE 44'-0• ALL STAIRS,DE179,RA1W ETC TO GUM TO BE CJ OESIGNED AND CONSTRUCTED ON SITE.RESPONSIBILITY OF C0OSTRLCTIM SUPERVISOR LICDISEE. _s��P�j E N M,y19 !� KVIVA M. FFINN aaaaaa CIVIL u N0.39636 y 1 1 2T-e' t i i S I 3 1010 a ^ R 1 W 1 v Q 'T 4 q.�• 1 v 70 C D o IlkO N 2-6 2-2� _; Egli - 2- U 7}� S SaVEB I __51_ ____ 5 SHELVES 2-2 vi 7 a " i R /1 7 ul i TTi 2V I Q a _ O 13'-d/' rn 3 a N + W-81 It �I j 7 gyryq--p�ry�� • i Inv i >� aaGOMMONwF � - y'O��a z x zi 9ai z s s4 $ 1 a Hid,ga§�bP � g�m 2 1 v i PLEASE CLffIX APPRQ•M A D S 5I61{DATE;AAH1 LWW;N=TO DXT PLANS:RL CftFIXED;SIGNED,AAD 2'tl(crra;Strai,Suite 9 DA7ED WILL BE RFfUtdiFD AD1a SIESJECT TO RBIWAL FP.Lti PP.OI7JCTKN SOEAIPIG. i 11357 �" New England M-,M� � Revislac�■' 4A2M RTA °°'� "^�''^�t 1 NAVE WADED THESE PWS FOR ALGUP.ACt-AND"MW AIJTG IJE N.E.H.TO DO TWE falcM.IG;I "/19 RTA Homes �� Q TIC ARE ND GWANGE5 TO TW5 KAN,RELEASE THE.l03 FOR PRODU;I ION. i SAM RTA (fac}.b63.Qi U—0 I �A ' ATLAt�T1C Y UMM&CONS MOnON °�`THE PANS a5 NOTED NO RELEASE TWE5E PLANS FOR MMXT04 ; A- b/10/R RTA 5mk+ 11,a D:¢: U--VISE THESE PLAYS AS NOTED AND SEND M ANDiWER SET OF PERtfIT PLANT TO PIVIEW. j 4 f.A7/R RTA 3n6V'V COLOWL { SECOND FLOOR PLAN _ ,� Al 35 ATVd u1P T GP . � | � ] | � ... .. � / / �■ � ( | � | qt .�� { � � t/ §■. � �n � � qy / D n � fd . � \\§ ) I §. 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CM N LEDGER - $ ❑ O ❑ __RR5 FQVI BLOCK -- — OF FLOOR E PRINTER OF FLOOR DECK .[{ M.5PF PERIMETER(CEILING STRAPPED) M PEGM BLOCK E` PERMETE OF CK INNG. 1N PERIMETER Qi CEILING BOTfOMQ NEA —- _-' ____ _ DELETE VIM I.51O W,19'-2 19'-yp 'TYPAR M DING WRAP ' M TOP PIATE5 R-SPF STUDS PB'OC. 4 it BARN W INSUINSULATIONINSULATIONW VAPOR Y 'BANGERIER PANT GMERp WTMERI AND ISUWfO 310 TIG 05B Vl'4R iWLSN aw 5"V w O.C. 2-are PERMR W R-30 KRAFf FACE YRN PERM7ER .TC�PI(aALLEDGER w y (�IbttT W HE �LLEDGR RPJAATION W PERIMETER DECK L)(NDT BY T O UNHEATED/UNFINISHED a5 GIRDER CAP C9 GRADE, CRAWL SAGE 1-A461VP IALLY LOCK BEAM PLATE R-a6 P.T.S&L—� �.-d'COICRET SLAG(NOf BY ) 3 1/7'F talc.OILED co."(BY HEM) V 5ILL SEALER NKNOR 80.T5 �,-___„�� f WTliw(NIT BY NEW)TYPICAL I.ALL MATERIALS BELOW THIS LINE ARE THE (HOT B7 NR) RESPONSIBILITY OF 114E CONSTRUCTION SUPERVISOR ttPKAL LUSED 04 ACCORDANCE Hint THE 0 IE ICENSEE'MMUMMAND 5RALL ER%IINSTALLA INSTRUCTIONS, 0 FCLHMTKN WALL IN CONFORMANCE WITH ALL APPLICABLE BNLDM CODES.. 1 W ONT.FfG.L41DER ANY DETAILS/DRAWINGS REFERENCM MATERUIL NOT (NOF Not)) U SUPPL By N.E.N.ARE FOR REFERENCE ONLY,AND le- TYPICAL AL 9Nd1LD EB C APPROVED BY 114E LOCAL BNLDWG WSPECT[R PERIOD TD USE.ALL SUCH MATERIAUCOISTRUCTCN FUST BE SITE INSPECTED. ��N OF MqS S1, s9C1y 6'e E��K��[� 02 KEVI INN N M. a F CIVIL o No.3 BJCVA 4 l i M Inin S 2-�� a'-Id/i � ��-g• Y°' 6'-rd/a � :B'-des' I I gg ' I 8 ,6 Sif P-3 I q�-d 1'-/J a.& � I 1 Z n �m z 0 r I E I i i ZE �Ni- u�� m� i 1 f 1 a GOMMO/V I oy Fy ZZ i �FRg113Sna 8i "y9gEL ' Jdg;Y3�LL Y—�� t 33 Xea�3`��9 yam' f i t PLEASE CNEIX ARFRM D A 80tt,&SWR,EC DATE,AND FRW TO DXT FtAl15 U CHECKED,516+L�D,AND R®` 2T7 Ia�t Yr¢t,Smote n DATED tdLL SE RE7llBHED ADtD 99&LT TO RB5?/AL FRCV7 PFY/fAKTrH t�i11.UlEi. 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JOIST 12 SITE INSTALLED VARIES WALL TOP PLATES WlBd a�/ NAILS @ 6'O.C. :4k CEILING SYSTEM: C/!ENGINEERED TRUSSES @ 24'O.C.2X12 PERIMETER 8'GALVANIZED DRIP WI(2)1.314'X 11.114"LVL EACH SIDEEDGE-ATTACHED r2X12PERIMETE AT SLOPED EDGES 12'THROUGHBOLT48'O.C.•STAGGEREDEEL BEAM 1/2'SHTGCOMPRESSIONSTRIP (ONSITE)FROM W N SOFFIT TIE DOWN PLATE FASCIA TO RIDGE Wl d A ROOFING NAIL AT 3'.E V SOFFIT:KLEER VENTED VINYL it?SHEETROCK X=VARIES ACCORDING TO EACH SHINGLE STEEL BEAM SELECTION FASCIA:ix6 KLEER wl COURSE 1X3KLEER SHADOW BOARD 12'EAVEEXTENSIONS W16'GABLEOVERHANGS STEEL BEAM IN DECK 5 Nnl19� TYPICAL TRUSS EAVE 6 Ilyig S ASH OF ygSs9 CEILIN G DETAIL 2 KEVINM. g FINNCIVIL IE N o No.38638 � E A9 .�._.T-.��_._�_�_._.___....«.......•�-••T.HA&`101D�ASYDCJ/.185.WC.�.� � •_.__yy.. o.wuuT,m u 2 C 8°A°I YASSPCYYS�-!R '� G~i aeEllq[v"utlm mtl Y5 2 � RIDGE VENT `b,rr"�°,Arq<r r NAIL RIDGE80ARDS , ` 2x4 UPPER RAFTERS: .2x4KNEEWALL "'°'°"°°°° Y oo TOGETHER W(3)16D STUD GRADE 16'OC owr p k NAILS BY CI (2)2X4 RIDGE BEAM,(1)EA SIDE;NAILED TO EA.UPPER RAF TER W1(3)16D NAILS -SHEETROCK z p NOAIINAL1x4COLLARTIENOT MORE THAN 48'O.C.NAIL WO SPF TRUSS EXTENSION RA INSULATION >S IS TO RAFTERWI(3)IODNAILS, SINGLE BOTTOM PLATE SITE INSTALLED 2x4GIRTFI ESTOP•SITEINSTALLED 618'ROOF SHEATHING z EACH END BY CSL FASTEN WI(2)ROWS 8d o -a -� 2X70 SPFA2 FLOOR JOIST OR OPEN---..�� @ CEILING SYSTEM: COMMON 16°O.C: JOIST@16'OC ENGINEERED TRUSSES @24'.O.C. " (3)10d NAILS BY CSL (2)2X12 _W12X10 SPF STANDARD CAN 114"SHIM 2X LEDGER I12'THROUGH BOLT 48'O.C.-STAGGERED -{ LEDGER tOd NAllS B'O.C. 2X12 GIRT FIRE STOP �o Sc r CONNECT GIRT TO CEILING W 2 ROWS MID-RIDGE LOCATION 8d COMMON @ Inc - ENGINEERED TRUSS @ 24'D.C. 2X6 CEILING JOIST @ 16"OC Ill"SHEETROCK g 2X6CEILINGRIM a SHEETROCK MARRIAGE WALL SYSTEM DOUBLE TOP PLATE STUD GRADE16'O.C. e STUD GRADE @_16.00 >K NEHIPBS TYPICAL RIDGE AND- 2 NEHIPBS TY IC L CEILING/GIFLOOR 3 NfE31H198Se 'n/9 COLLARTIE DETAIL '�/9 DETAILS CEILING DE _ ❑ ❑ o PERIMETER BAND TRUSS A 90 ca OBL.TOP PLATE c H O 3r LSTAIS @EVERY �0 P � TRUSS H Mqs� KEVINM, Cy FINNG Vm F CIVIL m No.39638 r7~ aaaaaaa SIMPSON LSTA15 STRAPS OR EQUAL U F AT EACH TRUSS AND ATTACH TO EXTERIOR WALL TOP PLATES.(INSTALLED IN FACTORY ON MODULAR PORTION OR ONSITE IF SHIP LOOSE) ^• �.. m Ll a __..�...........�.....�__.........��_..,��..�«__..-.«..�__.".�......._.�.�_......v_«."...�.....-....�-......«._.-,•_�_..�-Y....�......-...�...,...___....--..,..._f.._...��.-�..._.__.......�.�...-�_��.._.,_...-.�-.�.._.._�.«.._�_«-«._-........�....�-.-.............._.f.,..... THA8NND6ASSOCJATBS.INC. � .__�..`....-.._.-•,...-.....� 20151RC•TABLE R602.3(1)FASTENING SCHEDULE 6 unss.a�irsFns Q suw•t 'sa DESCRIPTION - SPACING Wall �m.emx> 8 ITEM OF BUILDING NUMBER AND TYPE OF FASTENER a,b,c AND 24^o.c.face ELEMENTS LOCATION Stud to stud trial 16d common(3'l?'x 0.L32") nail Roof 6 at panels)braced wall 70d box(3"*0.128"):or 16"o.c.face z Blocking 4-8d box(2'/ x 0.113")or 3"x 0.131"nails nail n a 1 between ceiling 3-Dd common(2112"x 0.131');or Toe nail Shill to stud and joists or rallers lu 3•10d box(3"x 0.128");or abutting studs at - z top plate 16d box(3'/i x 0.135");or 3.3'x 0.131"mils iiriersecling wall 12"o.c.taco 4.8d box(2'/8" 0.113"):or corners nail a a7 Ceiling joists to 3-8d common 2`1•x 0.131):or' Per joist,toe (at braced wait 131 2 ( a 3"*D. "nails :4 r` top Plate 3.10d box(3"*0.128'{:or nail panels) 3 ee� � 3-3"*0.131"nails r 16"O.c,YacO a Q 16tl Common(3 h'*0.)62") nail Ceiling joist not �o atlached l0 4-tOd Vox 3"*0.128');or 16"o.c.each parallel mficr, ( 16d common(3'li"x 0.162') edge face laps over Built-up header 8 nail kl 10 (2'l0 2'header o " panitions(sea 12"o.c.each 3 Face nail with'/i spacer) 16d box 3/ x 0.135" ed o race W K Sections ( �i ) 9 R802.3:1, 3-1 Gd common(3'1{x 0.162"):Cr nau R802.3.2 mid 5.8d box(2'12'x 0.113');at Table t7 Continuous Too nail y9 § R802.5.1(9 4.3"x 0.131'nails header to stud 4-8d common(24;x 0.131"1;or 4.10d box 3'x 0.128" }�tyyy + Coiling joist 16"O.C.face 8 S attached to 16d common(3'li'x 0.1G2') o� ( "l j l letter 17 Ton plate to lop nail 8 (he110eoint) plate 10d box(3"x 0128-'):or 12"o.c,.ace �� _ Q ❑ ❑ 4 [soo Sections Table R8022.5.1(9) Face,nail 3'x 0.131"nails nail ._ I R802.3.1 and Double top plate Face nail on �5 Table and Apo,with , at Table 8.16d common(3/,".x O,iG2");or each side of A•U1 wi)h sa(smic R802.5.1(9)1 braced - end joint Collar tie to rafter,face nail Or minimlmt 555 4.10d box(3'x 0.128'):or 1 - n 5 1'la x 1.0 ga. Face hall wall line spacing 24'lap y g Q ridge strap to oath raBBr <25' 12•I Od box(3'Ip"x 0.13:i'):or Splice length V rafter 3-10d common(3"x 0,148");or each 4-3"x 0.131'nails 13 side of end 2 too nails 12-1tk1 box(3"*0.120"):or 90 joint) �( 3-16d box nails(3'1�x 0.135"):or on one side 12.3"*0.131"nails A 8 aril 1 too r.. nail Double top plate Roger or roof splice SDCs D C 6 On op(osito P a boss 10 plate N 310d wmmon nails(3"=0.148'0;or side of each D,,or DT;and W 12-1Fx1(3'Ij x 0.135') rafter or braced wall W.O 4.10d box(W x 0.128'):or truss line spacing a25' 4.3"*0.131"nails Root rafters to (conthweiQ - rllp ra m ars or roo oy or hip 4.1Gd(31 x 0.135"):or OF Mqs 8ef h tN Sq roller to minimum 2" Too nail 2 KEVIN M•. vscy' ?� 3•10d con ion(3'I{x 0.148"):or o FIN N ridge beam m 1 4.10d box(3"x 0.128'):or - 2 CIVIL r 0., 4-3^x 0.131^nails o No.393313 y 3.16d box 3'/2*x 0.1350):or Ug9FGl PLO S it 2.18tl common(3'1T"x 0.162'):or End nail �FfSS10 3-10d box(3"x 0.128");or 3.3"*0.131"nails Y~ ■� �E- 3 p a$.u� F s �ymoo a B S nQ @ _ - mEv 4 d'-q QSmko Bo.q 8u mda$0 4pwN p m Is w - 93 i edcga �� 1 SE jfffc Eq9 ` �z ri V 5 x n x 5'= va 3 nS O o� 2 y 3 3 t z £ x t y z _ 4 I` a e S m D m °x i a aAD t U A ^ 71 F — 3, 3 e m __: o e •,off. Ci -E�" _ U o I m - 3 °o Z K ✓ A.Z C 3 o c- w m 0 C - o Z m 0 ' E i p n D p p s a a Z - y$ t C 3 8 z3 c m $. g - 3' ° °n>' n y O z a �� a g= �3� _ =e _ yi n o y z - e - r 3 u C X r m N gg n ? aN. m) c m D 3 = N �u� Sg3. ScT `3ogy moo zQ _ m n m A * o _ 3 r -x°'8 la R a$ S��8g8 3 C Eros +e s w_ �# $n o m m 3 Era Swag a z $�� 12 - o O z 3 tt t y H e?� `E 3'33 taiytW .�• `'�$o3'a"'3 `� 39 } _ 1 r z a s z xs $ -..sgn°PS m Sao $a �- s Sa� b.�pp - j i m 4 $gg a x o 0 0 0!i c m y P 8 p - s_ 1 ImoR RSg i I m L pommov s s K m _ S0 � f b Z ;K 88 FO cy � Y FFR S113Sn�O� ` { PLEASE CNEIX PPPRLPRIATE BOY,S",DATE,AND RETURN TO N.EI{.PLAZ NOT UECKBfD S45NED,N•D (t 2T7 Is°st Sheet,5uk B DATED WLL BE RE11J97ED AJlp 51fd1ECi TO P.D'OdAL FRM ppom 7m 5'3iE0.A.lt�. _I 57 RTA New England ° pew m I Reusys RTa Homes { 'NAB� TO THI"�R`��L� --TIOV �E t F: S" NA Q REVISE THE PLANS AS WrED AND RELEASE THESE PLANS FOR PWR CTICI. 6FIMNA AILAIAYC YANAG�_iT 8� CONSTRUCTION Iq A,18 "i z AA KT,$„ Q R-'VASE THESE'PLANS AS PYJTED MID SEND M-e ANOTHER SET OF PEP,MtT PL.UY.,T9.'v4l'eh'. 4 DETAILS . _..�.�._.�. � «.....��.��...�._...�._.�.-...-�..._�._...�.�.�.-�.. _......�....._..._.__._.»_.�......��.��_..._.�.._.._..._._.._�..-_...e.__..�_.—��-.._._._._._,_............�--�«_ ._«._..�.._...•�-_. T.BAHNOID4ASSOCTAlbS.1NC. (] � -.�.��....._._,. n¢eisRoi Oiy C 9ubin��SSnMUSGr18 � b Cu Nt40[vLn an vn N �� K arm iwuN 4ry r nwwre �4x�«a � p sub^,m 44. Tap' WEATHER — rv�lp UP�';r_nTIICR RESISiLVE pARR1ER Auo TEI.IPORARn.Y SECURE M e%twltl l;t• rotECfwwC.auY FAsteR AS RESISTIVE � a �_ y• past lnsA)a edge NEC E SSARYiNC0R4ERSTHrff0U01l BARRIER ••••� �..w;� idle a•,al ofthr shola GRACEVYCORPLUS cut. •.`� �;:•. �.•• 'i � � � � � Sheathmp—� Cut and (c - I,,rap laldlntn "�\,••'• �—EXTERIOR Lip over wtinn�cR. openingSheaNinp ' E�s;,Ye � `�s•.` SHEATHING wisp 1 2/3:FIEF t \ �/MdV.B Ih2i2 5 r Cuts'n from arc is ~sue:.` —SILL PLATE each side ill r�R carnal ISEE VCRDET-IilG FOR GPi'IONSfQ t.Cut modified I In 2.Apply membrane to sill ehealhing wrap and over sheathing wrap a tampararliy tape up flop. a .".'. .'•.. i' GRACE VYCOR PLUS Under inlelmr :� F 1 �--• GRACFVYCORNFk"^OR' B S ,Fold dorm flop threshold sL• G' CORNER PATCH RECO11-ENOED l7 0 c,eno ta,a ever & �," ISaE VW?pE 1•507 oft VGROE r-507 FOR g 4—Flashing lfiFE y' ePill'1NS) I' OwPt ha3d e Ar�,u w Oar u. Lrt IK)NOT RA511 OVER n u cc Raeeru4cs. y b 0 ROTTOMMAluNfj r1,ANr,E 1- )reeu o FI-111 1.1M gWi It •] '�fff p •�IJ � ' M1 O& F ti f e G I F Ul ^i �OI h Lam, y q APPrax.a:P— from plot I n , , 1-1. 1. a 4% 9 t•R R L C in LR 4 P FO. V G tr. I 1 4 L[ (9 d l l LL t g fld5erfl lntiL 1I Ftashapiep9 .I '7yp5. I ��I'••. ewer flange NI over nanpe •�OYJ4 u1 r: /h t.4 ui.+'iV.k..E •:tnR fa tti>A,,n n40lrv� y 3.Applythree beads e..Tip boor Into FLANGED WINDOW or sealant placo and coal FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER aides and top � W W N In 3E z= OF MgSSq � !Q c KEVIN M. f CIVIL to o NO.99f338 + Sl.NNA 3 T.9 o=a I L4l -7/5: 1410, g'/4 z s.Aro.B�eNoe.�GW.a.�e..De'a wnn�enc�a s�roesru^—.aSlro�a°v�Copte ro°Alol'I 'nc•'7�; 2aIC � BRACED WALL Lff E'A' _ _ �wo AFYF f i M. $ATN I j 16AT14;3 !I 2 BEDROOM 5 - Ail R I I I J �v j ! jlli ! �'' I i I i tz! M. BEDROOM S n j ; BFDROOM 3 ns $3 ❑ ❑ ❑ Nil A ' InIC i A BF4kCED 4ALL _ _ r; 49 r LINE - 'wrr :rrvo-er• -erooR'Dc• i 3'-0' B'-109/' .j I f C.- 4' 9'-O' 1'-6' 1 Go CS-N3 GS- ' C- � Q ! � o e 3 SIMPLIFIED WALL BRACING [............ . ............ ......a to R602.12(ITEMS 1-8) ALLOWED DESIGNED iii`JJJ I #OF STORIES: MAX 3 STORIES W y m 2 FLOOR CANTILEVER MAX 24' /A d1 3 WALL HEIGHT MAX 10' 8 �, v Q 4 EAVE TO RIDGE HEIGHT 15'OR LESS T-10 (5) EXTERIOR WALL 1/2 GYPSUM MIN$ 1/2 GYPSUM INTERIOR SHEATHING ?��N OF Algssq N7 6 WIND SPEED Vult /EXP s 130/B EXP/C EXP d 127/B EXP �� oy SEISMIC DESIGN CATEGORY A/B/C 13 o K F IN 8 CRIPPLE WALLS NOT PERMITED NOT USED CIVIL $FASTENED PER R702.3.5 9No.39686`O y 'Oq0 FGIS'f G � ¢ BRACE WALL LINE A - REQUIRES MIN(2)3'-0'WIDE BRACING UNIT EXTERIOR SIDE: fON BRACE WALL LINE B- REQUIRES MIN(2)3'-0 WIDE BRACING UNIT BRACE WALL LINE I -REQUIRES MIN(3)3'-0' WIDE BRACING UNIT BRACING UNITS CONTINUOUSLY SHEATHED WITH 7/16°05B ON EXTERIOR SIDE FASTENED WITH N BRACE WALL LINE 2 - REQUIRES MIN(3)3'-0'WIDE BRACING UNIT MIN.0.131z2.5e NAILS @ 6°@ EDGES/12°@ FIELD. 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PLEASE QTLK APPROMATE BM,SIGN,DATE,ARD RETURN TO N.EN.PLANS NOT CHECKED,.R(,EO,AMITN""H Stray,5ute B DATED ML BE RETLOW AND 5-SECT TO REMAL FRM PRDIXKTKM SCPEGLLRX-a 1 57 Y-mPr+lsms R`" Neer England lMa,t➢; PEW KM SP2D RTA °�' 1 HAVE REYIED THESE PLEBS.FM FLOiRACY AND HEREBY AUT"M N.E.N.TO M THE FOL�ut-I ■N�'.fa9{ �� RTA �� Homes � ` EVITHFRE ARE ND 61 ce,TO'NU5 t,k -,AsF THE.105 FDR f-mu'n,.. 9/ RTA (r.)1LM.,025W 6/F RTA RTA �ATLAKflC MAUQW& CCM MCMN REME THE PLANS AS NOTED AND RELFA,E TNSE PLANS FOR PWMTal. E�2 6IRTR RTA Bab Dca: ❑REVISE THE5E PLANS AS NOTED AND SEND M ANOTHER SET OF FEPJTTT PIA)6 TO REVEW (,Mll1 RTA 3/i6ti V �. } FOUNDATION PLAN ELECTRICAL i Y Y Rb 4 x U gg } g ?FAR € f } rn D i N R ° z s rn ( x 9-11 L L J� ��S s �g �� `S= o m= I s4 pq E. OMMO ogt}TFFop�� I e°y a F9` Ma me - . 51135� ms m gt FaR N. 1 aim � _ PLEASE Ma APPRCPP.IATE BOS,SU�Ii,DATE,AND P.ETM TO N.E.N.PLAYB NOT CHECUD,VID,AND 277 Ln W,5"a Wd B DATED WLL BE RENRN®AND 9TdiECT TO RMAL FRM�L'CTIOJU357 SOIEDIAJIG. P RTA New England D-,M OM �PM M7/PT RTA' Homes °'°m' 'di J NAVE R ADIED THESE PLA Z FOR ICCLRXY MW KREBY AUM UE W.E.N.TO f:0 THE FQLCWMIG:� . ,C%f l R.TA (k 'c THERE APE NO OWYfS TO TH15 PLAN,RELEASE THE JCS FOP.PP.OAUIC9. 15 RTA to, CO USM RTA A LA „Y S/UIN &COUMCM Q REVISE THE PLAt$AS P31(ED AND PIlEASE THESE PLANCi FORPRDI1t1LTJON. Eu3W47/q RTA StrM1Rt D w O DEVISE THESE ALMS AS POTED 40 SDD ME A1W*3:.'.SET OF PEPYIT PLM5 TO i2EY1EPi, fJT//p RTA. 3i�°�r-0° c .oma FMST FLOOR PLAN ELECTRICAL i i ! o I-r rl;,"i .. sue• 3 � - 1 _ ^ jq ' - a L F I f;K:::. o14 : Ask CD : m v Lu P 1 T 20 5`1' ; `, MH iI }j 41 CpMMOryk r f ! i y o 0 0„ w�ZZl 03► 5� s � S1135 'a k d6R g i-J. ! GFaue PLEASE 00E APPRLPPJATE BW,SIGN,DATE;AND RETURN TO N.E.9 PLANS NOT CHEO;ED;S"M,AA 177 LmN S.,A sau E DATED WILL SE RETUP.NED AAD%8JELT TO R3VVAL FPM PPWXTCN`..41PGAJr, IU57 PTAId New England PEW KM Rertsir� R wS q/17/p fYA. °o'm = 1 NAY PIMDfED TkBE PLANS.FOR AOUMALY A7D HEREBY AUTHORIZE N.E.N.TO DO THE FOLL0 24G: I�.ERI 4/2G/19 AAA j��H{�ormYe's�' � {� p THERE ARE NO GWX-ES To 7N15 PLAN,RELEASE THE XB FOP PRODUCTIINL f 'WS MA B 61-j I /III I C IM I CION REVISE ME PLANS AS.QED AW RF W-THESE PLAS FOR PROGIC7KN. ��. b�Ml� �A 5ent�N3/"-� �� f,.]REVISE.THESE PLANS AS NOTED AND 55D T'Ei ANOTHFP,SET OF PERMrj PLIJF TO REV B, j SECOND FLOOR PLAN ELECTRICAL N B61AT GF K44L@A•T fAD P5 RAY arRLP�D AAR RP L bat H f IIOFiE CLAMP �GENERAL NOTES I_�._,___....��.. Bv.�IWRITCNTAL VENT BRAN PI fR LOCATED A fIWIfNt1 OF.�T._ `..-v_-^_ — rsARManAwSSOOArns.Wc 1.POTABLE WATER LINES SHALL BE TYPE'L'COPPER, ICHES(6')ABOVE iICOD LEVEL O THE HIGHEST FI%TURE SERVED. 1 1!Y DIRECT L ¢$weerem-eu L OR CP.055-LINKED P0.YETNYLDIE(PIX)TUBING. 14.I.G GAL.HATER CONSERVING TOILETS INSTALLED WHERE REOIARED BY FLOW TEE FORCED HOT WATER NEAT LINES SHALL BE TYPE W �• _ DISNWASNER mw'1°� COPPER,OR CRO55-LIIXED POLYETHYLENE(POP)TUBING, S.ANTI'SLALD DIVERTER ASSEMBLIES SHALL BE INSTALLED O1 ALL SHOWER 1 == == DRAIN HOSE- DISHWASHER egmci� 2.SOLDER FOR COPPER WATER LINES TO BE LEAD FREE. OOBIRATOK TIB/SWWER UNITS.. mn nww mn,.�Nn or 3.ALL DRAIN,WASTE AND VENT LINES ARE P.V.C. G.ALL EXTERIOR NOSE BBBS(INSTALLED CN SITE)RESPONSIBILITY OF THE. .DIES-0WASWER erw enn. q MECHANICAL DRAREND LISP SCHEDULE m, TRLCTKN SUPERVISOR LICENSEE REWIRED TO BE ANTI-SYPHON NO3E 1N1/2 -OUT RALN C DISPOSAL 4.ALL HORIZONTAL TO HORIZONTAL AND VERTKLE TO B 110T WATER NEATER IS NOT SUPPLIED OR INSTALLED BY THE COMPANY. iC n-I LEED SHEET HORIZONTAL COAIECTIO75 TO BE MADE WITH LONG M-I MUST FL[OR RAN nfOUNICAI. TURN OR TEE WE FITTINGS. HOT WATER HEATER 15 TO BE SUPPLIED AND INSTALLED(IN COMPLIANCE.WITH. TOESPACE S. ALL HORIZONTAL TO VERTICLE COUNECTIOS TO BE APPLICABLE PLUMM G CODES)RESPONSIBILITY OF WE CONSTRUCTION) , n-3 SEY4N0 FIlDR RAN nFCNANiUI (MADE WITH REGULAR SWEEP W SANITARY FITTINGS. SUPERVISOR LICENSEE. SUNK SUPPLY RISERS DISHWASHER ty a K n-4 PILt®IWi Hd1E1TIKS 6.MAXIMUM LENGTH FOR WASTE OWLET TO TRAP IS IB.ALL CONNECTWES BETWEEN THE 15t FLOOR GELLING AND THE Sd FLOOR 1 SHUT-OFFS �SUPPLT 1 SHUT-OFF MUST BE HARD Y 24'.THE MAXIMUM TRAP ARM LENGTHS ARE AS SWAN AND BELOW THE fat FLOOR ARE TO BE 5WFUED AND INSTALLED(II COPPER OR CPYC IN MA55J W THE TABLE BELOH.(SEE DETAIL 2) COMPLIANCE MTN THE APPLICABLE PLOMBPHG CONES)RESPONSIBILITY OF THE DISHWASHER AND/OR GARBAGE DISP05AL o LEDCEND PIR'D41. MSPC COSTRUCTIONSIIPERV15OR LICENSEE. py�, I 5'.0' FL CAPES AND GAMBRELS WITH UNFINISHED 2d FLOORS SHALL HAVE ALL INSTALLATION W/O AIR GAP DEVICE(5TD.) SANITARY LINE FIXTURES,MATERIAL AND COWECTKNS ABOVE THE 7M FLOOR DECKING ___________ VBWf LINE 3' W-0' SUPPLIED AND INSTALLED(IN COMPLIANCE WITH APPLICABLE PLUMBIC CODES) 'THE DISHWASHER ROSE SHALL BE LOOPED TO THE UNDERSIDE Of THE COUNTERTOP AND SMALL-BE SECURED ---- OCpi LINE 7.SLOPE OF4IDREWTAL DRAINAGE PIPING NOT LESS RE5FON B1L O THE CONSTRUCTION SUPERVISOR.LICENSEE IN PLACE WITH A HOSE CRAMP..FROM THIS POINT THE DRAIN WOSE WILL BE ATTACHED TO.EITHER THE INLET 1= -- OWN NINE THAN V4'PER FOOT FOR WO OR LE55 PIPE. 2WW.ENERGY CODES IN MANY STATES REQUIRE THAT CERTAIN POTABLE AND PORT IN THE GARBAGE DISPOSAL PROVIDED FOR THAT PURPOSE,OR TO A WASTE TEE INSTALLED ABOVE B.PLUM NG G CUSTOM INSTALLED AND SUPPORTED NDT-POTARE WATER LINES TWAT PA56 OUTSIDE THE THERMAL DNELOPE OR THE KIT.SINK CONT.WASTE TEE 4 P-TRAP,IF'HO GARBAGE DISPOSAL 15 INSTALLED. dl O PI.OIBirY RISER CCNDITOM SPACE MUST BE'INSULATED.THIS PIPE INSULATION IS TO BE BT BORED IDLES IN THE STACK HALL. SUPPLIED AND INSTALLED ON SITE.RESPONSIBILITY OF THE COSTRUCTION r I� 4 DEN SUPPORT STRAPPNG 15 3/4'WIDE MIN. SUPERVISOR LICENSEE 59gN D.HORIZONTAL DRAW LINES SUPPORTED AT i-W MIN. E D Orr FOR 3'0 PIPE AND 3'-O MN,INTERVALS 21.FOR SIMPLIFICATION,THE MANUFACTURER OF BUILDING PROOKTS KNOW < '� M FOR 1 1/2'AND 2'0 PPE. AS NEW ENGLAND HOMES,MU.BE IDENTIFIED THROUGHOUT THE BUILDING I o U.ALL VENTS TMW ROOF SHALL UKREASE'To 3'0 SYSTEMS DOCUMENTATION AS'THE COMPANY',THE PURCHASER WHO G THE 1 sQ s FROM 24'ABOVE TO W BELOW ROOFLWE.(5EE DETAILS 314) CONTRACTUAL PURCHASER OF GOODS FROM THE.COMPANY WILL BE IDENTIFIED 12.ALL FUTURE VENTS TO BE CAPPED OFF AND LABELED. INROUGADUT THE BUILDING SYSTEM DOCUMENTATION AS THE COSTRLCTVI - V.j VA OF 4f q .SUPERVISOR LICENSEE I YA°V, SS9 MAIN WATER D15TRIBUTION PIPE 512IWG RESIYNSBRITY y� OFCONSTRCTDN SUPERVISOR LCBISEE PER 248 OMR 2 KEVINM n c M. ZG SECTION D 14 TABLES 121 s H Q EATING CALCULATION5 g FINN W m STATIC PRESSURE 40 PSI(MIN)/ PSI(MAX). CIVIL MINIMUM SEE FOR BUILDING SUPPLY 15 3/4'PIPE CIVIL •i . A REYXI B'ROOM LOSS CALCULATION G PERFORMED FOR THE TRAP ARM LENGTH 15 COMPUTED o Nb.39636 -W EVERY STRUCTURE BUILT W A CONTRACT SPECIFIC BASIS. FROM THE PIER OF TINE-TRAP TO THE U y y MECHANICAL IUSIIG THE IBA H a21 NEAT LOSS CALCULATION GUIDE,THIRD INNER EDGE OF TINE VENT SERVING A99F PROD D GT aY EDITION-MARCH 2O04,AS THE SWRCE OF AUTHORITY. THE TRAP.(SEE ILLUSTRATIONS) OAFG/ TE FUEL BURNING PRIMARY NEAT SOURCES SUCH AS FURNACES, BOILERS,M.ARE NOT SUPPLIED OR INSTALLED BY N.EPL INDOOR DESIGN TEMPIRATURE- -TO > TRAP ARM LENGTHS THEY ARE TO BE SUPPLIED AND INSTALLED(IN COMPLIANCE WTomR DESIGN TBIDERAWRE--5' WITH THE MANUFACTURES INSTRUCTIONS AND APPLICABLE DESIGN TEMPERATURE OFF: W MTN S MPH WINDS NO SCALE)m M; BUILWG,PLLvmiNG 1 MECHANICAL CODES)RESPONSIBILITY OF ROOT HEATING REQUIREMENTS 3'VENT 'R 5 THE CDNSTRUCTIgV SUPERVSORLICENSEE TOTAL BTUI LOSS 0 DESIGN TEMPERATURE-THE SUM Of Y VENT EXTENS SITE INSTALLED fLUE5KWt1NEY5 FOR NEAT SOURCES ARE HOT SUPPLIED OR STUN LOSS FOR WALLS,GLASS CEILING,FLOOR AND SITE INSTALLED \. INSTALLED BY N E.H FLUE CAVITIES CAN,"REQUEST,BE INFILTRATION OF ROOM BEING EALCULATED; \\ PROVIDED THESE CAVITIES MLL CONSIST OF ROOM WENIGS 3'COUPLING IN THE POOR AND CEILING AS WELL AS THE NW.LS TO TOTAL WATTS LOSS,TOTAL BTUH 0 DESIGN TEMPERATURE SITE INSTALLED a, SURROUND NNE CAVITY WE O WHICH IS SHIPPED lOOSE,TO 'DIVIDED BY 3.41 BTUHMATT•TOTAL WATTS;FOR ROOT 3'ROOF FIANCE t FACILITATETHE INSTALLATION OF THE FLUEXHIMNEY.IT IS TE BEING CALCULATED. FAC7OM INSTALLED. Y ROOF FLANGRESPO SIBILITY OF THE CONSTRUCTION SUPERVISOR LICE SEE W VENT FAC ORY SITE INSTALLATDN9 TOCUTTHEHOLE IN THE FLOOR,CEILING AND ROOF DECKING, O UANTMt-OF NEAT, INSTALLED �M N. INSTALL THE FLUE/WIMNEY WROOF.14LKS/FLASMNG,AND IIDf WATER.TOTAL STUN P DESX31 TEMPERATURETOINSTALLAND FINI54 THE SW LOOSE WALL W THE UMT(S) DFADED BY$TO'BTUULW,FT.OF BASEBOARD-TOTAL Rroi \'REWONG ROOFCOUPLINGBELOW,INCOMPLWDE MOTH$APPLICABLE'BUILDIG 4 LENGTH OF NDT HATER BASEBOARD REWIRED FOR I EDMECHARCAL CODES. BEING CALCULATED. $BASED W 1 GPM FLOW RATE AT ISO'.WATERCLOTHES-DRYER VENTS SHALL BE DUCTED TO TIE DMRDR TEMPERATURE 16T F ENTERING AIR ---VENT TORYpOF THE STRUCTURE RESPOSIBILITY OF THE CC STRUCMON 042ryS SUPERVISOR LICENSEE AND SHALL TERMINATE IN AN APPROVED ELECTRIC.TOTAL WATTS LOSS DIVIDED BY M WATTS/ VENT 7ERIMINATION-DETAIL VENT TERMINATION DETAIL C DAMPERED WALL CAP. LIN.FT,OF BASEBOARD-TOTAL LENGTH OF ELECTRIC BASEBOARD REWIRED FOR ROOM BEING CALCULATED. FOR TRUSS ROOFS NO SCALE 3 FOR PINNED RAFTER ROOFS(NO SCALE)" W N ALL BATH VENT FANS SMALL BE DOTED TO THE FXfEROR OF d THE STRUCTURE,EITHER(A)WRDUGH THE ROOF(AS WITH ID ,CAP IS TEMPORARILY INSTALLED -CAP IS TEMPORARILY INSTALLED 3 SINGLE STORY STRUCTURES OR THE UPPER LEVEL OF A IN THE FACTORY IN THE FACTORY MULTI-STORY STRUCTURE)OR(B)WROUGHT THE SIDE WALL VIA TIE CEILING SYSTEM OR SOFFITS(AS KITH LOUR LEVELS O.- C4 OF A MIRTI-SNORT 22 I/2'DIA X 36-TALL 22 1/2'OIA.X 36-TALL STRUCTURE). I'-10 V2'DU 1'-IO , 'IMAGINARY CYLINDER AT IMAGINARY_TLINDER AT I/?'DI RANGE 1✓DOOO THAT ARE REWIRED TO BE VENTED,SHALL BEPOINT WHERE RADON VENT POINT WHERE RADON'VENT DUCTED TO THE EXTERIOR O THE STRUCTURE.IF THE RANGE ENTERS ATTIC SP ENTERS ATTIC SPA 4 S AGAINST AN EXTERIOR HALL THE HOOD HILL UE DUCTED S'•10°VENT EXTENSION'1 9°X IB'VENT EXTENSION 4 THROUGH THAT RALL.IF THE RANGE 15 W AN INTERIOR B'COUPLING-SITE INSTALL, 3'COUPLING-SITE INSTALLE PARTITION THE HOOD WILL BE DUCTED(VA KITCHEN SOFFITS) WRQUON THE EXTERIOR HALL OR ROOF. FACTORY INSTALLED 15 AMP FACTORY W9TALLEO IS AMP RECEPTACLE iW W1Pl'ER POR RECEPTACLE ON RU` ER FOR FUTURE RALION FUTURE RADON Iy p�.�.ty MITIGATION FAN 7. 'm MITIGATION PAN }� ROOF N ROOF 9'CAP(FACTOR 3`RADON VENT 3'RADON VELA 3`CAP FACTORY J��4 INSTALLED-) (FACTORY (FACTORY _INSTALL�D-) q(9 INSTALLED) INSTALLED 9'VENT ELBOW � q 3°VENT EL (FACTORY INSTALLED) _ ..�rACTORY L`:9TALLEC) ,.-... •�.. .. '. RADON VENT INSTALLATION DETAIL RADON VENT INSTALLATION DETAIL �v co I�.. �_ NO SCALE I NO SCALE A,Q a M plZ =_------------ z e Z 6i-3' } 1 o } F pi gg o �a COMMOAy�9. E .� F } o m Z n �a z 5 PyS113511� _ 8i "p98a �R E I PLEASE ODIC APPROPRIATE 8W,SICtj DATE,AND RENRH TO KEN PLANS NOT CHECKED;5WNEDI AND Rave p77 trust 5y ti 8 DATED Y111L SE RETURN®AND SL+H.;FCT To REMOVAL FROM PRODUCTION 5LHEDMINC. ""T ' R`" New England '17 HH�°R to °° � 1 NAVE RWE1 ED THESE PLANE FOR AMPACT AND HEREBY NtSTMUE N.E.H.TO EPJ THE FOLLa+M—j � RRTTA , Homes �kl` Tim ARE NO CHANGES TO THIS PLAN,PELEASE-THE JOB FOR PROMCT0L 5/UI9 RFA ■�/� 4 /1(Eme�+63.61.854D 6/i/19 RTA""AI MC Q..�N � CIfloN Q�5E THE PLAM AS 1NJFED AND RELEASE THESE PLANS FOR PROMTICM.. �I �� b R RTA 3I� 'M �� ❑REVISE iHfSE PNlilYi A5 NOTED AND SEND nE ANOTHER SET PEW Y.17 PLANS TO PR/IEW. FIRST FLOOR PLAN NECHANI .��M f 1 i f i " m� rn € r ozF KaL —-- --- N ova o00000 0 1 00 000000 ooe o00000 ----_-- s l �I € 1 E HA 3 ��F �e� � 13n gg •r>a ___ _ i � I HALL El I` ' 'V,� ( ! 1 I LV ye w A i L OOMMON� Z x = 88 f a-1 mm iw.F2z ,s � 4 9S113Sna� dpaygs"qs.�0 i m„ g E� PLEASE CNN K AP?ROMATE'BM,SIGN,.DATE,AND REW TO N.EH.PLANS NOT CHECKED,-SiVED,.AND D:mAs 2T7 LCmst 9ti d,S Tc B DATED,WU BE RETURNED AND S�lEC7 TO RMAL FKM PRDAKTVA SCNEMOJG. 9f3572A �`A A New England ° ' ° ° errPLM R 442/R RTA Homes 1 NAVE R�MEkED TP�SE PLANS FOR ACCURALY AIiD IL'.REBT AUTt�iP,IIE N.F.H.TO(XJ'RE FOLL>,W 4rA,rA RTA ■lob es '� E)THERE:ARE NO i74NGE5 TO THIS PINT,RELEA4E THE YS FOR FMOUCTM. � MM RTA ((a}165.431ZQ 5AS I TA TA '�AIrU=J 1f"&CONSMMQN D RMSE.THE PLANS AS NOTED AND RELEASE THF5E PLANS FOR PRODUCTILR. n6/10 0 ND M RTA S•uc4re Oac- REVISE THFSE PLANS AS NOTED A SEND HE ANOTHEP,SET OF PERMIT PLAt5 TO REVIEW, wnAa arA 3/16=f-0° GbLONK SECOND FLOOR PLAN MECHANICAL YD DY NO K IfRPEVLfAT 84 LLLY ABt.D AH fR DN PK KiRYJT Pf / \ WIlkJIM a Al D> gam n W p yxM q` 70 fi m o_ 70 rn W 3 � � i! g J R; D e >_ ?g7 7 777 aaa? � mXy Mimi- pip aa=a m€ N $aaa�"g� o m€ mom $T € 70 rn GpMMONAy Q D F9 C N 7.��'� F Q ATs C rn ,a I 9FQ w oayy i t g ➢g s i R S1135�a :[g5g 3�Ys �� fi f PiPASE Li AffROMATE DR<,SIA DATE,AND RETLM TO N£N.PLANS NOT CJMCKED,WSAED,ALAI 277 Lm st Suut,Site a DATED w!LE SE-RETURNED AND SLWECT TO PRWAL FW7M PPODL CFCN SCNFIARRG,. 4 U3572rN KA New England 0,-,W CBM Psr� --' Pevsias P � 41UM WA mP0''/r�gb�dimes^et 1 HAVE REMB<D THESE PLANS FCR ACCURACT AND HEP.ESY AV�WPQE N.E.N.TO CO THE'FaLOW NG:� _ 4/Zb/19 RTA 10,1ElonteS (tckFtuc EOD.>YX,i ❑THERE ARE NO CHANGES TO TNG PLAN,RELEASE THE JOB FOR,PPMCIQ:. SAIA RTA pp/1 u.u./1��q� ffT ))6m.®�IAv u U&I 9 R AA 2a�:r111�1 NTIC UI�N11�i1�1 I CONS 1 f OOK P.fV15E.TH:.PEM6 as NOTED AND RELEASE THESE PLAt15 fOP.P?,ODIKTION. � � 5M/W RTd S tls' 54utlue 04 c: O REVISE-THESE.PLANS AS WTE'D AND SEND ME ANOTHER SET OF FERMIT PLANS TO REVLEX, A KTA OVA RT PLUMBING ISOMETRICS ➢LINO Yl N E�IX p1T65 0.iY M SYuED Y£N P R A X KJ1Y t _� I{ACTORY INSTALLED EQUIPMENT MANUFACTURER'S DATA PLATE. � �;-, EQUIPNI.ENT MANUFACTURER MODEL tN Manufacturer Preferred Building Svstems.Inc. _ (Tearing. SLANT FIN HWBBH 2O00 Address 143 Twistback Road City.State,Zip_Claremont.NH 03743_ _ RangrJRtimer MA —LISTED INDUSTRIALIZED BUILDING^* ------- - -- - -- -- Oven Colonial Occupancy Clasific-.16611 Single Family Cumt (Tass: woodfrarne \\aterl:li_atec illanutacturcrs Sctial C11357 -- -- Dnh W'ashcr Datc ol'Manutacturcr Ilan Apprnrel N,i: Dispns:ii Datc Darn Piarc.\rtachcJ — ----. II7Jro-Massage Tub Permissible(ia,�'f)'pc(s) LP AND/OR NATURAL - - ----- - TUB/SHWR MAAX NORDICA 102717-L-000' Electric R.ttitig 200 AMP SHWR KERSI SHWR KIT 72"CUT TO FIT `I'csr'\•nlrawrlime 1080 VOLTS/1 SECOND Watur Suppl.v:TI ,t Procedure. 125 PS1130 MINUTE Dc iSr.\C ind 127 Vuit/Exp 8- — nrior Design Lire I.,tiad 40 PSF Spmd and: ',hipping W161(Itt(s) N/A .'� F.00f D�•agn Live—^ --_— `IT\I dstl C�i�kincl Snow l.uaJ 50 PSF 38:5 PSF Iisteri.ir Wa,l Dire ILdn TM 1&,nii Dsi> State In i4mia N (). N/R B e•tte�nn� Winter De tgn'k mli.:la idc —— -- +70F (?ut tJi +5 F^— Follow- w6svIr all hL.truct on:with rhsbuildin I4tundttifnts;(n,ttllation Ui�: Ccihng P �. .026 \4'1I1 .057 nuor .033 .and Utility Cgnnectinn,,arc sublec-_to lnspgtion by meal autlinntiLl- THIS MANUFACTURED STRUCTURE HAS BEEN CONSTRUCTED IN T.R ARNOLD @ASSOCIATES,INC CONFORMANCE WITH THE FOLLOWING CODES: E��T IN°6 Stata(s) MASSACHUSETTS Accredited Evaluation and C 2017' NX1.ION.V.LLL•'l_lK!(_ll.CODEnspection Agency mb am�mem b eemtea as ashy m meromroece uBh State;�/1 BUIM69 Codes. 3U 1 I E('C Date JULY 19,2D19 APPMAa mb dp ddma.d.*ode*aapymw di _tll� IN'Ct:P-N ATI0N. L R ESIULN.-i-1♦U.(0Dp .era.b.l a.<deam.ft.b.aauh_a W k.w �R NI.\tiS:\CHUSE'IT,ST•.\"1'E BUILDI\G CODI• F.DIT10N.9.T46'(:NIR \L\Sa.\CI tl?tiCi'I-T'S S112L`CCI I GNLACY(:ODI A/E M.N.B.C.CHAPTFR GI RNERGYCODI" 527 CNIR 12\LASS.LLECTRIC_\L CO.IX-, 24A(NIlt,\l.\SS DULL GAS \ND PLUNfBINC, 0 IN %. O€ KEVIN M. s O FINN W —' IV CIVIL "T 0 No.39636 y •o'�p��G'IST' ��O �' \�trrial.\s�ai:Iit:�L1-['s.�\tEivD�u.;`•cs FSSION d' SI \'I'I:BUILDI\<. MASS.ACHUSETTS DATA PLATE ADDENDUM Water Connection Directions; Installation Instruction Drain Connection Directions; Installation Instruction Floor Loads:Live; 40 PSF Dead; 10 PSF Electrical Instructions; Installation Instruction Electrical Warnings; Installation Instruction Methods of Assembly or Joining Multiple Units; Field Installation Instruction/Plan Set Height Story Limitations 40 feet/three stories T.R ARNOLD A ASSOCIATES,INC 4703 CHESTER DR Fa KHARTC IN e6516 Floor Area 1217 sf-1st/1217 sf 2nd Ill.- C11357 ABCD State(s) MASSACHUSETTS — -- - - Accredited Evaluation and Inspection Agency nI doou b c*Mod as 6ekg b coMonnasce Min.Side Yard Required for Fire Rating 10 feet "h to Bald og Cad as. Date JULY 10.2019 ADpovM MiMa dowmeM doesnot aAow am-n- any_m dond deNMbneem Metequeaman4 of a OcaOb Stab Laura. T.R ARNOLD&ASSOCIATES,INC 4703 CIMS7ER DR E XHART,IN 46516 State($) MASSACHUSETTS Accredited Evaluation and REScheck Software Version 4.6.4 Inspection Agency _ rN doc 1k em0ikd as be gbmntomr— ■�1 vEbt su..Bu0l"CW.. Compliance Certificate e ti ficate Date JULY 10,2019 a Rggt .0 Ab doa ddm W� odzs otagVtow .ey omNmo oe a0awe6om me reWbemame a tune szte ts�. f ��1�►A4 Project C11357 �''��`A OF MASs9. Energy Code: 2015IECC Z KEVINM. G Location: Salem, Massachusetts FINN m CIVIL Construction Type: Single-family v No.396360 rn Project Type; New Construction Co nditioned g ft Floor Area: 2,435 2 G 'O9p�sG TEN e+ , 10% ALA Climate Zone: 5 (6268 HDD) f Permit Date: Permit Number: Construction Site: Owner/Agent: Designer[Contractor: 5 Vista Ave. Michele Locke Salem, MA 01970 New England Homes 277 Locust St.Suite 8 Dover,NH 03/820 603.436'8830 mlocke@newenglandhomes.net Compliance: 8.46/6 Better Than Code Maximtun UA: 311 Your UAc 285 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules: It DOES.NOT provide an estimate of energy use or cost relative to a minimum-code.home. Envelope Assemblies t t a Ceiling -Main: Flat Ceiling or Scissor Truss 1,217 49.0 0:0 0.026 32 Comment'R-49(Blown in) Site supplied and installed on site by NEH. Wall-2nd floor:Wood Frame, 16"o.c. 1,314 21.0 0.0 0.051 68 Window-DH:Vinyl/Fiberglass Frame:Double Pane with Low-E 121 0.270 33 Wall -1st floor'Wood Frame,;16" o.c. 1,362 21.0 0.0 0.057' 67 Window D,H:Vinyl/Fiberglass Frame:Double Pane with Lo.W-E 101 0.270 27 Door- Entry:Solid 37 01190 7 Door Slider-Glass 42 0.270 11 Floor -Main All-Wood-joist/Truss Over Unconditioned Space 1,217 30.0 0:0 0:033 40 Comment: Supplied and Installed on site by Construct.Sup.Licensee:Min.R Value shown 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 esign-21ito.° eet the 2015 IECC requirements:in. REScheck Version 4.6.4 and to comply with the mandatory require ents liste in t RES heck nspection Checklist. Michele Locke:-Designer NEH Name—Title ` Signature Dat' Project Notes: Project Title: C11357 Report date: 05/07119 Data filename;]:\Drawings\11-300\11357\1.1357'-ResCheck.rck Page 1 of10 1. Insulation Location listed as Supplied and installed on site by (CSQ "Construction Supervisor" Licensee; Not responsibility of New England homes. 2.All walls at energy envelope are caulked/sealed to 2015 iECC. T.RARNOLD&ASSOCIATES,INC. 4703 CHESTER DR ELKRART,IN"516 State($) MASSACHUSEfB Accredited Evaluation and Inspection Agency T1.aceumemh ceNlee as EIhe In COmortreoce ,ft State Wftg CO.. Date JULY 11,2119 6ppmvam mm aowmem 1—n0 amepuze of wp— any omtvbn or deNatlpn6om Me mguh_`W xaob Stale Lawv. Project Title: C11357 Report date: 05/07/19 Data filename:J:\Drawingsill-300\11357\11357 - ResCheck.rck Page 2 of10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Pians Verit+ed Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1e Construction drawings and ❑Complies 103.2 documentation demonstrate ;❑Does Not (PR1J' energy code compliance for the ;❑Not Observable y�, building envelope.Thermal envelope represented on ❑Not Applicable construction documents. 103.1, (:onstruction drawings and T❑Complies 103.2, documentation demonstrate i00oes Not 403.7 energy code compliance for [PR31c lighting and mechanical systems. .-[]Not Observable Elystems serving multiple ❑Not Applicable dwelling units must demonstrate Compliance with the IECC t::ommercial Provisions, I302.1, Heating and cooling equipment is Heating: Heating: []Complies ►403.7 :sized per ACCA Manual 5 based Btu/hr Btu/hr ❑Does Not !!(PR2j2 can loads calculated per ACCA Cooling: Cooling: Manual J or other methods []Not Observable j approved by the code official. Btu/hr Btu/hr ❑Not Applicable i I Additional Comments/Assumptions: T.R ARNOLD&ASSOCIATES,R 4703 CHESTS R DR ELKHART,IN 46516 State(s) MASSACHOSETfS Accredited Evaluation and Inspection Agency Teb dm 1bceNledaceebe In mot—ce W Sbbepadbg Cache, Date DULY 10,2019 Appry 90 bb rown,em do,nW aamdze a.41— anY amkcbn p dO..D tm Me n0utrenmNc 0 ppaeb Slab Lawe. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: C11357 Report date: 05/07/19 Data filename:J:1Drawings111-300111357,11357 - ResCheck.rck Page 3 of10 Section ` # Foundation Inspection Complies? Comments/Assumptions & Req.ilD 303.2.1 ,A protective covering is installed to ❑Complies (FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in.below grade. ONot Observable (]Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies [F012I2 installed. ❑Does Not ❑Not Observable L_ ❑Not Applicable Additiona;i Comments/Assumptions: TX ARNOLD&ASSOCIATES,INC. 6703 CHESTER DR ELKHART,IN 46516 State(,) MASSACHUSETTS A coedited Evaluation and lnspection Agency This doaement lagenned as being In gonlgrmaneo ugh State Budding Codes. Date JULY 10.2019 Momrem+mb eocum:endue.not auMadze or aeo,ga any Omkvbn or daNatbv from be nqutremen40+ a ba0b,tab Lauer. 1 Nigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: C11357 M Report date: 05/07/19 Data filename:J:1Drawings\11-300\1135 7\11357 -ResCheck.rck Page 4 of10 i Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope assemblies 402.3.4 ❑Does Not table for values. (FR111 ❑Not Observable ❑Not Applicable 402.1.1. Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, []Not Observable 402.5 QNot Applicable [FR211 U11 303.1.3 U-factors of fenestration products ;❑Complies [FR411 are determined in accordance ;❑Does Not with the NFRC test procedure or taken from the default table. .0Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ;QComplies [FR23)1 installed per manufacturer's ❑Does Not instructions. �QNot Observable ❑Not Applicable I402.4.3 Fenestration that is not site built ;QComplies [FR20)1 is listed and labeled as meeting ❑Does Not 4; AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC []Not Observable 400 that do not exceed code QNot Applicable . limits. 402.4.5 IC-rated recessed lighting fixtures TIComplies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <2.0 cfm leakage at 75 Pa. TINot Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies (FR12)1 insulated >= R-8 where duct is °QDoes Not 3 inches in diameter and>= TX ARNOLD&AssocrAIMINC R-6 where < 3 inches.Supply and :ONot Observable 4703CHM=DR ELEM"T,7N 46516 return ducts in other portions of :❑Not Applicable State(s) MASSACHUSEM the building insulated >= R-6 for Accredited Evaluation and diameter>= 3 inches and R-4,2 Inspection Agency wing m m mk 6oeumem Is°.lone ae °m ce for < 3 inches in diameter, Wih Stan Buubg Cedar. 403.3.3.5 Building cavities are not used as :QComplies 19 ennm na ate°vneme°ero0aunodu°,aggmn (FR1513 ducts or plenums. ❑Does Not a^v°""onordN"°°^"°'^"°^°"'°^ 0 a 0.6 Lawn. '''V :QNot Observable ❑Not Applicable 403.4 HVAC piping conveying Fluids R- R ❑Complies [FR17]2 above 105°F or chilled Fluids ❑Does Not 1, below 55°F are insulated to>_R- QNot Observable j ❑Not Applicable 403.4.1 Protection of insulation on HVAC :❑Complies [FR24]1 piping. QDoes Not r' s❑Not Observable :❑Not Applicable i403.5.3 Hot water pipes are insulated to R- R- ❑Complies �[FR18]2 R-3. ❑Does Not ❑Not Observable j ❑Not Applicable I403.6 Automatic or gravity dampers are ❑Complies �[FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ,[]Not Observable I ❑Not Applicable 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: C11357 Report date: 05/07/19 Data filenarne: J:1Drawings\11-300\11357N11357 -ResCheck.rck Page 5 of10 Additionpl Comments/Assumptions: T.R ARNOLD&ASSOCIATES,INC. 4703C STERDR ELKIIART,IN 46516 States) MASSACHUSETTS Accredited Evaluation and t Inspection Agency This doament Is cedreed ae being b conmrrmnee with State Bull"I codes. Date DULY 10,2019 ADWov Wthb document doer not aumodze or apemve any amirrbn ordewmn homthe requbame of High Impact(Tier 1) 2 IMedium Impact(Tier 2) ; 3 Low Impact{Tier 3} a ebbSatet— Project Title: C11357 Report date: 05/07/19 Data filenarne:J:\Drawingskll-300kll357\11357 -ResCheck,rck Page 6 of10 f Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? I Comments/Assumptions &RegJD (303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided, pNot Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 Steel ❑ Steel yJ, ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ,❑Complies 402.2.7 manufacturer's instructions and :ODoes Not [IN2]1 in substantial contact with the ;., underside of the subfloor,or floor ,[]Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the i mp of all perimeter floor framing i members. 1402.1.1. Wall insulation R-value.If this is a R- R- ❑Compiles See the Envelope Assemblies 402.2.5, mass wall with at least lh of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10)• ❑ Steel ❑ Steel ❑Not Applicable I i �303.2 Wail insulation is Installed per ❑Complies [IN4]1 ranufacturer's instructions. ❑Does Not i Not Observable I ❑Not Applicable Additionai Comments/Assumptions: TA ARNOLD&ASSOCIATES,INC. 4703 CLUSTER DR FI KHART,IN 46516 State(,) MASSAGiUSETTS Accredited Evaluation and Inspection Agency Thb dgeumed b cenfflo as being n codgrma wN$ble euYding Coda. Date DULY 1D,2019 ApWe dthirdocumentdoernotadhmrzeo<appmve ' any ombdon g,deNaWh 6omlDe rputemaobd Db Stab Lau'r. 1 High Impact(Tier 1) 12 IMediurn Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: C11357 Report date: 05/07/19 Data filenarne:JADrawings\11.-300\11357\11357 - ResCheck.rck Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Vatue Clmplies? Comments/Assumptions j& ReylD 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1. ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2,402.2.6 ❑ Steel ❑ Steel ❑Not Observable [Fi1]1 ❑Not Applicable 303.1.1.1. Ceiling insulation installed per '❑Complies 303.2 manufacturer's instructions. :❑Does Not [FI211 Blown insulation marked every ❑ 300 ft2. Not Observable Z]Not Applicable 1402.2.3 Vented attics with air permeable ❑Complies i[FI2212 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ;❑Not Observable extends over insulation. L ❑Not Applicable 402.2.4 Attic access hatch and door R R- ❑Complies [FI311 insulation a-R-value of the ❑Does Not Adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ❑Complies [FI1711 each in Climate Zones 1-2,and ❑Does Not :=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.1 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]a rfm/100 ft2 across the system or ftz ftz ❑Does Not <=3 cfm/100 ftz without air handier @ 25 Pa. For rough-in []Not Observable tests,verification may need to ❑Not Applicable j occur during Framing Inspection. i 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies I f F12711 determine air leakage with ftz ftz ❑Does Not either: Rough-in test:Total TRARNOI.D&ASSOCIATES,INC, i leakage measured with a ❑Not Observable 4703CHESPE.RDR i Applicable ELKHART,IN 46516 pressure differential of 0.1 inch ❑Not A PP State($) MASSACMUSETTS w.g.across the system including Accredited Evaluation and i the manufacturer's air handler Inspection Agency enclosure if installed at time of mbnocumembcemeedaenaegb—formance web set°emdbg code: test. Postconstruction test:Total leakage measured with a A °dtB JULV 10,2019 pp°val Blebs dacwm"1 doer not adUodze a appmve j pressure differential of 0.1 inch gdgb gab W>. w.g.across the entire system including the manufacturer's air i handler enclosure. 1403.3.2.1 Air handier leakage designated '❑Complies [FI2411 by manufacturer at<=2%of ;[]Does Not design air flow. '[_-]Not Observable ❑Not Applicable 403� 1.1 Programmable thermostats ;❑complies I[Figlz installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to -❑Not Observable j code specifications. '❑Not Applicable 1403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ;❑Does Not bNot Observable ❑Not Applicable I403.5.1 Circulating service hot water '❑Complies il[FI11]2 systems have automatic or ❑Does Not I accessible manual controls. :❑Not Observable j T❑Not Applicable 11 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 1 Low Impact(Tier 31 J Project Title: C11357 Report date: 05/07/19 Data filenarne:J:\Drawings\11-300\11.357\11357 -ResCheck.rck Page 8 of10 section plans Verified Field Verified f # Final Inspection Provisions Value Value Complies? Comments/Assumptions I�-&—Regi.ID 401 3.6.1 All mechanical ventilation system ❑Complies [FI25]2 :fans not part of tested and listed :DDoes Not HVAC equipment meet efficacy and air flow limits. ,❑Not Observable 'ONot Applicable 403.2 ;Mot water boilers supplying heat '❑Complies [FI26]2 'through one-or two-pipe heating ❑Does Not systems have outdoor setback []lyot Observable control to lower boiler water temperature based on outdoor :❑Nat Applicable temperature. 403.5.1.1 =Heated water circulation systems ❑Complies [F128]2 ;have a circulation pump.The []Does Not system return pipe is a dedicated return pipe or a cold water supply :[]Not Observable ;pipe.Gravity and thermos- ;❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system humps start the pump with signal 'for hot water demand within the ;occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL DDoes Not 515.Controls automatically aadjust the energy input to the [3Not Observable heat tracing to maintain the :E]Not Applicable Oesired water temperature in the piping, 03.5.2 water distribution systems that ❑Complies 1EF13012 have recirculation pumps that IJDoes Not lump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold 3DNot Applicable water supply pipe have a demand recirculation water , :system.Pumps have controls i that manage operation of the + :pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 I.)rain water heat recovery units 'DComplies [F[31]2 tested in accordance with CSA DDoes Not TX ARNOLD&ASSOMTFS,INC E155.1.Potable water-side 4703=STER DR pressure loss of drain water heat :nNot Observable ELKHART,IN 46516 recovery units < 3 psi for ❑Not Applicable States) MASSACHUSETTs Iindividual units connected to one Accredited Evaluation and Inspection Agency or two Showers. Potable water- Thh 0h. l.e a.wing 1.co.lemre side pressure loss of drain water wmsw.e LY10120 i heat recover units<2 psi for Date tdoa of,so s y p �womniamsm.�+emeo.,"o+ann.me«,00mn I individual units connected to any onev`bow°""m°°�Dm"81e011°°"�`d a°d ft b.. i three or more showers. +404.1 75%of lamps in permanent 'DComplies fF1611 fixtures or 75%of permanent ;❑Does Not I fixtures have high efficacy lamps. 1 Goes not apply to low-voltage ;❑Not Observable I lighting. E]Not Applicable 1404.1.1 Fuel gas lighting systems have DComplies �[923]3 no continuous pilot light. ;❑Does Not 5: ❑Not Observable i UNot Applicable 1 IHigh Impact(Tier 1) ; 2 Medium Impact (Tier 2) i 3 1 Low Impact(Tier 3) Project Title: C11357 Report date: 05/07/19 Data filename:j:\Drawings111-300\11357111357 - ResCheck.rck Page 9 of10 Section Plans Vered Fietd # Final Inspection Provisions VerifiedValue Value Complies? Comments/Assumptions &Req.tD 401.3 Compliance certificate posted. ❑Complies [F1712 []Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for '❑Complies [F118]3 mechanical and water heating TIDoes Not systems have been provided. '01\lot Observable ❑Not Applicable Additional Comments/Assumptions: TA ARNOLD&ASSOCIATES,INC 4703 CpESTER DR ELKHART,IN 4016 State(s) MASSACHUSETTS Accredited Evaluation and Inspection Agency Tkis do—It b em9ed as eeing in coobrmasce u h SYate 8,Mg Codes. Date DULY 10,2019 6eemwl of Mk document does.0—odie or se7 any wnksbn at d0.ktion hem Na reputemeok el aeb Skb Law. i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) j 3 Low Impact(Tier 3) Project Title: C11357 Report date: 05/07/19 Data filename:J:\Drawings\11-300\11357\11357 - ResCheck.rck Page 10 of 10 2015 IEC Energy Efficiency Certificate Above-SGrade Wall 21.00 Below-(3rade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 DuctwoIrk (unconditioned spaces): Window 0.27 Door 0.27 T.R ARNOLD A ASSOCIATES,INC. 4703 CIEFS17M DR Heating) System: EI.KHART,IN 46516 State(s) MASSACHUSETIS Cooling System: Accredited Evaluation and Inspection Agency Thk tlmumest h ceNIW is Eebg Iv mCtCmpnee Water Fleater: wnsmteamlenycotles. Date JULY 10,2019 peemv40 tU documCM tlooa ea.won:e W.DYmvO =er om6,wo«e,aawe.om me rew�omom,of Name: Date: Com ment;s N e w E n g I a ri d H0 m e s L . • < m .a • a . • g u I.a' If. • S' I n .7- 9..b / 7 7 L'. a C U 3 r '5 r 'N: U I I C .U' a p V E: N ,-;N E W H A M,,P S. M I.a E. .0 3 0 2-.0, 'i E: L 'E P H O N E a-a 3 .-J'0 b 0.2'U F 4;A '6 U.'3 -.♦ ]. I 0 t ♦ 0 8 TU'Heat Loss.Cakulat/ons Worksheet, r xti!r"t+'t9EE`�REDtF.CAGYO�Fl1'1°�OPF.[iN6A179��.t'�;'�.`•,+.'-��'.t."�.,;�F�y+,gy+'.r,��. ,',�,c•+i�,,,'+„_^g.%.:°�.;SF�rt'�+"rri`.v''�t".'i ,.;k`.�rd, Job'Name: ATLANTIC MANAGEMENT AND CONSTRUCTION Job No<11357 Date::5f1t19 Design Temp.Difference.. 65' - 'Water Temperature. .180 it i U) 4 N I ` 4) : h ' N tLj ko -x Room:Name w 6 0 N � 0 1 o• � F t� �. Co > ! � � m y � m �ry ui:: C9 m i (9 a' i °' m u`"i � e: c _ t ;Q , ut st :u1 o m to 0) o, � y H c o E iu m iu ° w R = iu ° j .� � �'. ° 0 ZT Ib N _�._ i N N R ♦r. N' i _.m C .N w : { 117 i'; ry y J J m ° . f c „ c c C 3 3 m o C, o -_;o - o ur > > a c w 2 0 �' I o' m " d m o °= o °: a : = y' o r; d o i - m a r w f 3 3 3 �. 3� ,m n R _5 m � -1 0 c c °,a g �' m ) 0 m m o 0 of 0I- o�: oP- rsm a0.1 0: P J ti:. 2' I LL U: �:U J ' J _J J m '.J f,'J m 0. 0 F-•. m Z LL cr BATH 2 9.0; 4:8 8:T` 15.2 0,0 0 A 01 .02 489 03 82 00` 0 .05 421' OB� vl 27+ Os OOi 0 14' Oa 992 570:i, 1.7 MUDROOM 9.0;` 6:3 5 0 6.3, 0.0f 0'+ 6i 15! 01 183 f 1s0 03% 81i 00' 0 O5 109' 08: 0 2T 0; ,19 74 .14; 137 564.` 570 NOOK 9O.i 16:3i 138 76.3 Oi0 41 O 0} 01+ 1315+ 03' 438: .00 0 OSf 325i .08'i 0k 27 720i 00f 0` ::14 Q, 2795 570_ 9;9 KITCHEN 9.01 15.5i 13.8' 9 3' 0:0i 8; 0 i6 01 1251' .03' 417' ,00-1 Ai 651 739 08,' 0'' 27t t40+ OO 0' 14 146 2693? 570 4:7 LIVING 90` 19.8i 184k `382:` 0.0; 471 0' 0 02 4253; 03'( 709 00• Oj 051 916i OH+ p. 27 816.4 .00" Oi 141 0! 66941 570! 11:7 ENTRY 9Og 8.7 /0' 67; 0.0. OA 34, 30i' CO1 355 03I' 118° OD .0� 05 46 08., 0` i27, 0 19 420, :14 273! 7212 570, 21 DINING 9'O 15.6• 13.8 ::29 4 0.0z 31. D D: 02r 25231 03' A20 .00' 0 05 759` 08'' Of 27i 544 001 Oi, ;14 0 4247- 570' 7:5 M.BATH 8.01; 16:9 10.0. '26.4 0.0 a 0 .02 1704. ...03t 319f �.02,, 2131 .05'� 66Di' :O8j Di .27 140 ,.00l OF :14� 0' W37, 570 5.3 t M.BEDROOM 8.01 14.1 17.T 31 8' OA+ 30 D;4 0+, :02) 2569' 021' 485 .02' 324 05€ J29 O6 0 :27 527 ml D :14 0 4854 57D'i H:2 + F : r �. M.BEDROOM'WIC 80 1421 9.3 2350;01 15` D• 0' Ot' 687 03 257: 02 1;721 .05� 562� 081 D' 27' 2631 �' 0 14 Oi 194f� 570 3.4 d BATHS 8.0': 9.$ 9.3 ;9$ 0:0 .8f' Or 0 .01. 475! 03'i 178' 02; 119, 05l 229`: 08r 0= 27 t90? 00. O. 14' 0 1141'. 570 2.0 3 BEDROOM 2 8,01 12.6+ 13.8 28.4t D.Os 30� 0� 0'; :02, 18051 .03 33M, .021 226j ,05I' 589! .08' Oj i27: 527t :OOt IO :14 ,OE 3A85. 570; 6.1 BEDROOM 3 8:0' t5. t3.8 29.6 0:0 30 0' 0 283 02' -220! .03! 424E .02 1 .05f' 672 08" 0 :27t 527' .0W Oi 14 0 4169 570! 7:3. ` 0>: �w 1 , i f 41 2� KEVIN M. �G FINN N 1 { CIVIL. i 0:'39636WAL Pa, . Totals, ' 66:0 New England 9100 H om es Leading,flanufacturers of Custo,m Modul.r Homes Since 1961 277 LOCUST ST.SUITE 8,DOVER,NEW-HAMPSHIRE 038.20.TELEPHONE.603-436-6830 FAX 603r43i-8540 Light and Vent Calculations Worksheet JELD-WEN Job Name: ATLANTIC MANAGEMENT AND CONSTRUCTION Job No: 11357 Date: 04/12/19 Tz P7790m, 7777-77AT,Asia Light Vent RO Wid RO Hgt Sq_FL Light Vent RO Wid ROHgI Sq.Ft. 3-0164 820*11'X6LE 6 0 16 82.5 20.6 Total Prov. 0 0 Total Prov. 6 0 Total Req. 3.36 1.68 Total Req. 2.4. 1.2 IN Check: !FAILED" "FAILED" + LN Check! Passed *'FAILED** ++ Total RO SF: 0.0 Total RO'SF: :N -ffip-,�-7 Light Vent RO Wid RO Hgt Sq.FL Light Vent RO Wid RO,.Hgt Sq.Ft. VSDPA2N7282 218.9 15.598 72 82 41.0 VDH323fi .4.8 2.5 32 36 8.0 BORROW FROM NOOK Total Prov. 2.8.9 15.598 Total Prov. 4.8 2.5, Total Req. 14.4 7.2 Total Req. 15.44 T72 L/V Check: Passed Passed LIV Check- -FAILED-**FAILED- + Total RO SF: 41.0 'Total RO SF.: 8.0 F6, Light Vent RO Wid RO Hgt Sq.Ft. Light Vent RO Wid RO Hgt Sq.Ft. VDH3662 10.92. .5.92 36 62 15.5 VDH3662 10.92 5.92 36 62 15.5 VDH3662 10.92 5.92 .36 62 15.5 VDH3662 10.92 5.92 36 612 15.5 VDH3662 i0.92 6.92 36 62 15.5 3-06-8 S210-2SL 4 0 60 82:5 34.4 T.R ARNOLD&ASS00ATES,INC 470.i C21ESTER DR ELKHART,IN 46516 Total Prov. 21,84 11.84, TotalProv, 36.76 17.76 State($) MASSACHUSETTS Accredited Evaluation and Total.Req. 15.68: 7.84 Total Req: 31.12 15.56 inspection Agency IN Check: Passed Passed UV Check:. Passed Passed Thb doemed h cefted a,bdlg toM ft" ulg cd.. Total RO SF: 31.0 :Total RO SF: 80.9 ph s a" Ju LY 10,2019 APO-let th doe doer note Gfte or Ippm, D nglnmentr al k.br.etom Gt�L OF,hjgss +-Mechanical.VeM&Power Light Justify Compliance 0 KEVIN Mi C� + -Mudroom combined ined with nook o6k-OK FINN (P CIVIL fn 0 NO.'39636 -4 f 0 10 Q/ST SS�ONAL M:BEDR00(ti Light Vent RO Wid RO Hgt. Sq.Fl; Y tight Vent RO Wid RO Hgt Sq.Ft; VDH3660. 10.53 5.7 36. 60 15.0 VDH3236 4.812.5 .32 36 8.0 VDH3660 10.53 5.7 .36 60 15.0 Total Prov, 21.06 11.4 Total Prov. 4.8 2:5 Total Req. 18.24 9A 2 Total fto; 10.8 5.4 LN Check: Passed Passed. W Check: "FAILED" **FAILED' + Total R0 SF: 30.0 Total.RO SF: &0 M:PBEDROOM WIC g' ht`. .,112 _g_ �.b� r .t 't BEDROOM 2 153nf , ,p Light Vent RO Wid RO HgI 'Sq.Ft. Light _ Vent RO'Wid RO Hgt Sq.Ft., VDH3660 10.53 5.7 36 60 15.0 VDH3660 M53 5.t 36 60 15.0. V043660 10.53, 5..7 36 60 15.0 Total Prov 10.53 6:7 Total Prov. 21.06 11.4 Total Req.:. 8.96 4.48 TOW Req: 12.24 6.12 W Check: Passed Passed t1V Check: Passed Passed Total RO SF: 15.0 Total RO'SF' 30.0. , . Light Vent RO Wid RO Hgt Sq.Ft: Light Vent ROM RO Hgt Sq.Ft. VDH3660 10.53 5.7 36 60 15.0 VDH3236` 4:8; 2.5 32 36 8.0 VDH3660 10.53 57 36 60 15.0. Total Prov. 2tG6 11.4 Total Prov. 4.8 2.5 Total Rec: 13.76 6.88 Total Req. 5.52 2.76 LN Checkc Passed Passed LN Check: "FAILED" :"FAILED", + Total RO SF: 30.0 Total RO SF:. 8.0 Mechanical Vent&Power Light Justify Compliance oa'�w TA ARNOLD&ASSOCIATES,INC. OF MA 47gs CHESTERDR ELKHART,IN 46516 States) MASSACHUSE TS s' KEGV1�w Accredited Evaluation and 0 r�1V1` m Inspection Agency Thh documen,e:ceN6ed as Oe1e9 in conlwmanc. S n6 wth state Butding codes F y0::396J mor Data JULY 1k 2019 0 a99owtathm documentdoesna,u.da9eme v nn,�ro69a69mtee�9 aemeemot a mre stae L. 10 ►vr i G' MEMBER REPORT Level,Roof.beam OverMBR-Nall PASSED �, ® � 2 piece(s) 1 3/4 x 14" 2.0E Microllam® M Overall Length;28'5 1/2" ' s 0 D t � � t 14,4 112" Q All locations are measured from the outside face of left support(cr left cantilever end).AII dimensions are horizontal. Design Results Actual @ Location Allowed Result ` LDF Load:Combination(Pattern) System Roof Member Reaction(Ibs) 14276 @ 14'1" 13956(5.50") Passed(102M.) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 6052 @ 15'5 3/4" 10707 Passed(57%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) -19905 @ 14'1" 27897 Passed(71%) 1.15 1.0 D+1:0 S(All Spans) Building Cade:18C 2015 Live Load Dell.(in) 0.198 @ 21'9 3/4" 0.706 Passed(11857) 1.0 D:+1.0 S Alt Spans) Design Methodology:ASO Total Load Defl.(in) 0.284 @ 21'11 1/8' 6.942 Passed(L/S97) 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 Deflecton criteria:U.(1.1240)and TL(i/180). Top Edge Bracing(Lu):Top compression edge must be braced at 12'11"ojc unless detailed otherwise:. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 7'2'o/c umEss'detailed otherwise. Bearing length. loads to Supports(Ibs) Supports. Total Available Required -Dead Roof` Snow Wind Total Accessories 808/ -Column-SPF 5.50' 5.50" 1.85" 1574 1623 3128 117 7133/-117 Blocking 2-Column-SPF SSW 5.50" 5.63' 5041 4792 9235 2213 21281 None 5/3-Calumn-SPF 4.50' 4:50 1.89" 1618 1651 .3183 B1 105 7267/-ills Blocking -Blocking Panels are assumed to carry no loads applied directly above them`and the full load is applied to the member being designed. Tributary Dead Roof Live snow Wind Loads Location(Side) Width (0.90) (nonseww:Lis) (1.15) (1.60) comments 0-Sell Weight(PLF) 0 to 28'5 1/2" N/A 14.3 I.-Uniform(PLO 0 to F8'5 1/2" fl/A 275;0 275.0- 530.0 127.0 Roof H/eyer118ei.iSer Notes SUSTAINABLE FOP.ESTRY 1NIPATIYE. Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser prodcct design criteria and published design values': l Weyerhaeuser expressly disclaims any other warrandes related to the Software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction:The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Blocking Panels and.Squash Blocks)are not.designed by thissoftware.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser.Engineered Lumber Products Have been evaluated by ICC ES under technical i eports ESR-1 t53 and ESR-1387 and/or tested in accordarce with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to w%vw.weyerhaeuser.cam/woodprodu /document-library. the product applicatlon,inputdesign loads,dimensions and support information have been provided by Forte Software Operator NA OF M S T.R ARNOIA&ASSOMIF-%INC . 47a03C FESTER DR T,IN 46916 Z KEVIN-M. State(,) MASSACMUSETTS o FINN Un Accredited Evaluation and a� rn Inspection Agency 'ry ' CIVIL nh document is cedeed as beln81n contotmance 0 N0.39636 w State 11d111 codes. r.) (Q . Date JULY 10,2019 10 ADWOVaI dMkdmmmddwendaJbod[ewaeem 90�F GIs [� any ombsioo a doHaeoe born Me repuhmmeb of eabb� e,awy. 0 A / Forte Software Operator Job.Notes 5.3a 2019 2 11 t P\1 Forte ,5,-!.Design Engine:V7.1.1.3 �� ` t 11367 Net,,Beii is v7- +r 26 r9 416 MEMBER REPORT Level,Floor:GIRT PASSED /.� l(F 4 piece(s) 1-3/4" x 11 1/4"2.OE M &011am®iUL Overall,Wg(li`.44' 0 + ° o r - - 8V LTf� 5!W 54 L 1°5, ,L 0 o a d o a oa All locations a.re measured-from the outside face of left support(or left cantilever end).Ail dimensions are horizontal. Qesigii Rersults Actual®LOcatlort Allowed '. Result LDF Load:Cont lion(Patio rrt)' System:Floor Member ReS�Tion(ibs) 12631 @ 30'7" 36750(7.00") Passed 34%) 1.0 D.+1.0.L(Adj Spans) Membei Type:flush Beam: Shear(Ibs) 6701 @ 29'4 1/4" 14963 Passed(45%) 1t00 1.0 D+1.0 L(Adj Spans) Building Use:.Residential Moment(Ft-Ibs) -8760 @ 30'7" 32274 Passed(27%) 1.00 1.0 D+.1.0 L(Adj Spans) Building Code:IBC 2015 Live LoadDekl.(in) 0.043 @ 35'7 1/2" 0.347 Passed(-L/999+) LO.D+1.O.L(Alt Spans) Design Methodology i ASD Total Load Dgefi;(in) 0.038 @ 28'3" 0:267 Passed(L/999+) 1.0 D+0.75 L+0.75 S(Alt Spans Defiectlon criteria:LL(11360)and TL(tJ240). Top Edge Bracing(Lu):Top compression edge must be braced at 44'.o/c unless detailed otherwise. Bottom Edge'Bracing(Lu)i Bottom compression edge must be braced at 44'o/c unless detailed otherwise. Member should be side-Loaded from both sides of the member to prevent rotation. Bearing Length Loads to supports;(Ibs) SU oi'ts'I Floor Roof PP, Total Available Requlred Dead live Snow . Total Accessories 1-Plate on,concrete 2040/-SPF 5:50" 5,50" 1:50" SSfi 222 - 1 2897(-222 Block rig 2-Column Cap''-steel 7.00" 7.00` 1.50' 2315' S161 Z -3 75121-5 None ' 4376/ 3 Column Cap-steel 7:00" 7.00" 1.50 183Y 17 32 6262/7184 None 4-Column Cap-steep 7:00" 7.00" 1.50" 118 48771- 252 •57 410 1 5055/-419 None S-Column Cap-steel 7.00" 7.00' 2119" 040 1, 5720 . 207 398 12105 None 6-Column Cap-steel 7.60" 7.00" 141" 7176 5455 612 1160 14423 None' #.7-Column Cap-steel 7.00" 7.00" 1,s0" 2219 S511 420 810. 8960 None. 8 Plate"on concrete SO5.50" 5.50" 1,50" 2955 994b1731 460 887: 52961-1731 I Blocking •Blocking Pan is are assumed to carry no loads applied directly above them and the full toad is appl'ed to the member being desgned. Q F Tributary Dead. Ftoor Uve Roof Live Snow L08OS Location(Side) Width (1-00) (rion-snavr 1.25) (1.35) Comments SG 0-SeIF VJeight(PLF) 0 to 44' N/A 23.0 2 KEViN M. FINN N 1-Uniform(PLF) 0 to 44'(Front) N/A 234.0 550.0 Residential-Living 2 C,v1LFri Areas 2 -4 20'to 28'1 No.39636' 0 2-Unifomt:(PLi=} t N/A 80.D 413.0 - - 3-Uniform(PLf) 28'1"to 30'10° N/ 275.0 275B 530.0 v�,9�Ct �QwO (Front) A..- F 40'10"to 44' - 4-Uniform lPLF7 N/A 275.0 275:0530.0- fss�Front 5-Point(lb). 44'(Front) N/A 800. _ 6:-:PainL(Ib) 28'3"(Front) N/A 7267 1 Vltpyerhalit', Notes f} suslai;tABte:fcREsrarlrrinArlve ... ` Weyerhaeuser_warrants that the sizing of its products will be in accordance.wiyl Weyerhaeuser product design criteria and published design values. wJeyerhaemer e);pressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the for a design T RARNOLD a ASSOCIATES,INC professional as determined by the authority having-jurisdiction.The des grtzr of record,builder or(ramer is responsible to.assure that this calculation Is 4703 CHESIER M compatib'e with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are rot designed by this software.Products manufactured at ELKHART,IN 46516 Weyerhaeuser tacilities are'third•party'certfied to sustainable:forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC E5 state(s) mnssnatusErrs under technical reports ESR-1153"and ESR-.1387 andlor tested in accordance with applicable ASTM standardsJor current code evaluation reports, a(s) MAited SACH Evaluation and VJQrerhaEuser 0e00uct literature and installation details refer to iwnv.weyerhaeuseccam/woodproducts/document library,, inspection Agency The product application,input_design loads dimensions.and support information 14e.lieen provided by Forte Sofhvare.0perator cob ad�mam boanaea as n«nq b mawmenea sane eutmne CO.. Date DULY 10,2019 Appmva,ormk doeumenl does not aulhodee or aamms any omksun ur d.Aa -6om ft req«r—bd a rcaUb Stab Lana. forte Sollwo -Operator Job Notes 1 j.�(n6 34:22,RNI r5_1.Design Engine: :. i1357!'lot.. Bean is t)5-R n0JC i MEMBER REPORT Level, Wall:10-0 CO Header PASSED ®P F ® R T E 4 piece(s) 13/4"x 9 1/4'' 2.OE Microllam® LVL Overall Length: 10'8 V2" 0 0 1( 10'2 t/2" J 0 All locations ate measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual Location Allowed Result LDF Land:6nitiination(Pattern) System:Wall Member Reaction(Ibs) 7277 @ 1 1/2" 15225(3.00") Passed(48%R) - 1.0 D+0.75 L+0.75,S(All Spans) Member Type:Header Shear(Ibs) 5890 @ 1'1/4" 1414B' Passed(42%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Binding Use:Residential Moment(Ft-Ibs) 19582 @ 5'4 1/4" 25769 Passed(72%) 1.15 1.0 D+'0.75 L+0.75 S(All Spans) Building Code IBC 2015 Uve Load Defl.(in) 0.223 @ 5'4 1/4" 0.349 Passed L/562) 1.0 D+0,75 L+0.75 S(Ali Spans) Design Methodology:ASD. Total Load Den.(in) 0.429 @ 5'4 1/4" 0.523 1 Passed(L/292) 1:0 D+0.75 L+0.75'S(All Spans)' Deflection criteria:LL(1/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 10'9•o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10'9'o/c unless detailed otherwise. "n9 Length Loads to Supports(Ibs) - SPPPD► Total Available Required Dead tUWE Rae 'Snow Tot'aL I Accessories 1-trimmer=SPF 3.00" 1.50" 3490 :2211 1472 '2838 10011 None 2-Trimmer-SPF 3.00" 3.00" 1.50" 3490 221t 1472 2838 10011 None Tributary Dead Floor Live Roof Live Snow Loads .Location(Side) . Width (0.90) (LOo) "(non-srawc 1.255) (1AS) Comrnents 0-Sell Weight IPLF) 0to10.81/2" N/A 18.9 f-Uniform(PLF) 0 to 10'8 112" PI/A 633.0 413.0 275.0 530.0 Areas Residential-Living Areas Weyerhaeuser Notes 1 SUSTAIMABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in azcer lance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need fora design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure.that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at. Weyerhaeuser I.Lilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to v+wnv.w.eyerhaeuser.comlvroodproducts/document4ibrary. The product application,input design loads,dimensions'and support information have been provided by Fore Software Operator OF Mq`s T.RARNOL.D&ASsoclAMS,INC. LKHART,IN 4 51 2 KEVIN Me. Cy F.t Trlr RT,IN I(SIh States) MASSACHUSETIS FINN N Accredited Evaluation and _2 CIVIL IT+ Inspection Agency o No.39636- mbdoewoentlacemeedanhanynooeto—ce, U Wkh State m,Nn Codes. 10 Date JULY 10,2019 - Apwo,eldthbdocuneddoecool oft..attars any o,eOon w davhtlnn ham the tephm bof /O a table State Laws. ssu '1. forte Software Operator Job Notes 513.2419 2-34:31 Plhd Jne.5 4.De gl P-nglne 7.1.1.3 `' tr f - 1•. •_r rVese.Ea�r.s r,5-!11 _?±9=;e a F T MEMBER REPORT Level, Wall.-S.AderHeader PASSED 2 piece(s), 2 x 10 Spruce-Pine-Fir No..I / No:,2 Qverall Length::6';S" a 6 Z•. ;gin 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 6 Location Allowed Resort OF Load:Combination(Pattern) System:Wail Member Reaction(ibs) 2091 @.1,1/2" 3825(3.001 Passed'(55!u) 1.0 D+0.45 W.+0.75 L.+0.75 S(All Plernber Type:'Header o -_ Shear Ibs g Spans) : Building use;Residential ( ) 131B @1'i/4" . 2872 Passed(46/o) 1.15 1.0.0+0.75'L+0.75 S(All Span$) Building Cade:Tel 2015 Moment(Ft los) 2934 @ 3'4" 3946 Passed{74°l0) 1.15 1.0 D+0.75 L+0.75 S(AII Spans) .Design Methodology:ASO Live Load Detl.(in) 0.6W @ 3'4" 6.214 Passed(L/999+) 1.0 D+0.45 W+0.75 L+0.75 S(All Spans) Total Load W.(in) 0.086 @ 3'4" 0.321 Passed(L/892) 1.0 D+0.45,W+0.75 L+0.75 S(All 5 ns Deflection criteria:tt(L/360)and TL(L/240). Top Edge Bracing(W):Tap compression edge must be braced at6'8"o/c unless`detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'S"o/c untess detailed otherwise: Applicable calculations are based on NOS. Bearing Length Loads bD Supports(ibs) Supports Total Available R aired Dead Ftotx Roof Llve a Snow Wind Total Accessories 1-trimmer-SPF 3A0" 3:00" L.64T 760 700 467 goo 423 3140 Mone 2,-trimmer-SPF 3.00" 3.00" 1.64 700 700 467 goo 423 3190 None Tributary' Dead.., Floor Live Roof Live snow Wmd Leads _ Lomdon(Side) Width,, (0.90j (1A0) (non snavr:i 251 (1:1s) " ;;(Y.60) Comments 0-Self Weight(PLF) 0 to 6'8 _ N/A 7.0 1-.Uni(onn(Plf) 0 to 61 8" N/A 203.0 310:d 140.0 270.0 127:0 Residential Living Areas Weyerhaeuser Notes R SUSTAINABLE FOREST&y irtniATlvE. Weyerhaeuser'warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.:' l Weyerhaeuser expressly disclaims any other warrantles related to the software.Use of this sattevare is not intended.to circumvent tfieneed for adesign professional as determined by the authority having jurisdiction.The designer of record;builder or framer is.responsible tD assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software_'Products manufactured at Weyerhaeuser facilities are third-part{certified to sustainable forestry standards.Weyerhaeuser Engineered lumber Products have been evaluated by 1GC ES under technical i eports ESR-1153 and ESR-1387 and/oc tested in accordance with applicable ASfM standards:For eur'Itcode evaluation reports, Weyerhaeuser Product literature and installation.details refer to www.weyerhaeuser:comjwoodproducts/document-iarren The product application,jnpi.t design loads,dimensions andsupport information have been provided by Forte Software Operator PLgN F Mgss T.R ARNOLD&ASSOCIATES,INC. - 6703 CHESTER DR xC Y.IN M. ELKHART,IN 46516 cca FINN State(s) MASSACHUSETTS C `/! m Accredited Evaluation and CI'1rel6�.gL� Inspection Agency t7 No.39636 —1 mg axumem m o.maee as h m9 m com-- v _.A O_ CO wen Brace aeoam9 cones. A �� Q` Date JULy 10,M A,Wv dthm doc 0d.—A.&M aVp— Yam�=a�d.�neo�mm,r.��-.mat �FSSIONALENG� uc.e sate laW.. Forte SoHirare Operator Job Notes 3 -1 .try � 1 �P�'i hJ Sign Eil.qin 1r t 1.4 2.. 57 Npv-,Beanns 0,*-('t v, 9,4..e. a F® T E 7 MEMBER REPORT Level,Roof.Parch Beam PASSED Y 2 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 j No. 2. Overall Length:4' T.R ARNOLD&ASSOCIATES,INC- 4703 CBESTER DR ELKHART,IN 46516 i 0 state(s) MASSACHUSETS .. 0 Accredited Evaluation and 't Inspection Agency ! mbdm claoedtdas being hmdonnenc- wh srete BDndna codw Date JULY 10,2019. 0.DDrera.0 domino.d...ndaWDdieO,aV- 4' any ,amkepn m d..ae ft.ha mubemem.Dr �rl . al Lawn. All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 lxation Allowed Result FL6DFLoad:CombinaHorl(Pattern) system:Roof hlernber Reaction(Ibs) 409 @ 2 1/2" 1913(L50") Passed(216/a) 1.0 D+.0.45 W+0.75L+-0.75 S(AII Member Type:Drop Beam S ans Building Use:Residential Shear(ibs) 245 @ 9 3/4" 2251 Passed(11% 1.0 D+-1.0 S(All Spans), Building Code:1BE 2015. Moment(Ft-Ibs) 333 @ 2'1/4'' 2645 Passed(13%) 1.0 D+.1.0 S(Ail Spans) Design Methodol ogy:ASD. leans) 45 W+0.75 L+0.75 5(AllLive load DeFl.(in) 0.005 @ 2`]/4" Q.18] Passed(LJ999+) Spans) Member Pitch:Dili Total Load DeFl.(in) ).007 @ 2'1/4" 0:242 Passed.L/999+ 1.0 D+0.45 W+0.75 L+0.75 S(All ( ) 5 ans Deflection criteria:U.(t/240)and TL(V180). Top Edge Bracing(Lu):Top compression edge must be braced at 3'10 o/c unless detailed otherwise. Bottom Edge Bracing(W):Bottom compression edge must be braced at 3'to"m/s unless detailed otherwise. Applicable cakulatlons are based on Nos. Bearing Length LaadS to Supports(I bs) $IJPPOFLS Total Available Required Dead R Live Snow Wind Total Accessories 1-Hanger on 7 1/4"SPF beam 2.50" Hanger' 1.50 13S 141 273 257 806 See note! 2-Stud wall-SPF 3.50- 3.50" 1.50 134 139 26T 251 791 Blocking -Blocking Paneis are assumed to carry no loads applied directly above them and the full load is applied t.o_the member being designed. •At hanger supports,the Total Bearng dimension is equal to the width of the material that is supporting the hanger. L See Connecturgrid below for additional information and/or requirements. Connector:Simpson 5trong Tie Connectors Support Model Seat length Top halls FaceNalls Member Nails Accessories I-Face Mount Ilanger WS26-2 2.00" N/A 4-10d 7-lOd None Tributary Dead _ Roof live Snow.< Wind Loads Location(Side) Width (0.90) (non-snow:L25) (LIS) = (1.60) Comments 0-Self Weight(PLF) 2 1/2"to 4' N/A 5.5 1-Uniform(PSF) 0 to 9'(Front), 1' 62.0 70.0. 135.0 127.0 Roof Weyerhaeuser Notes s susTAla,ceLE Foassrar;rartanvE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published`design values: _ Weyerhaeuser expressly disclaims any other warranties relatedto the software:Use of this software Is not intended to circurnve it the need fora design professional as determined by the authority having judsdictlon.The designer of record,builder or framer is responsible to assure that this caiculaton is compatible with the overall project.Accessories(Rim Board,Blocking Parcels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC Es under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTf,standards.For current code evaluation reportsi Weyerhaeuser product literature and instal!adon details refer to wtvcv.lveyerhaeuser.com/vroodproducts/document-library. The product application,input design loads;dlmensidns and support information have been provided by forte Software Operator .�,OF MAss 3� KEVW M• ��, z F1104 * C 39636 01 o N0' O J 9�FGI P� FFSSI �. Forta Software Operator Job Notes 5r:3:Lft1 2:35N:03 Plbi Frx�5.1:Desirin Eneirt i7.1'-1.3, +1 -7:- I 1 135 7 Nev,Bean,:s 5-r't 217,J,!/e; 11357-Steel * to I Ovcr LR _ BeamChek v20.16 licensed to:LaValleyBuilding Supply, Inc. Reg#7077-3253 Date:5/01/19 Selection W lox 19 50 ksi Wide Flange Steel. Lateral Support: Lc=:3.6 ft max: Conditions Actual Size is 4 x 16-1/4 in. Min Bearing Length R1=0.8 in. R2=0 8 in. (;1;0)DL Defl= 0.26 in Recom Cambe0.39 in Data Beam Span 15.5 t Reaction 1 LL 1604# Reaction 2 LL 1604# Beam Wt;per ft 19.0# Reaction 1 TL 4145'# Reaction 2 TL 12840# Bm Wt Included 2954 Maximum V 128409 Max Moment 21060 W Max V(Reduced) N/A TL Max,Defl L/240 TL Actual Deff L/51`0 LL Max Defl L/360 LL Actual DO L 7>1000 Attribules Section in' Shear, ina TL bell in LL Deff Actual 18.8.0 2.56 0.36 0.10 Critical 7.66 0.64 0.78 0:52 .Status 0K OK 0K 0K Ratio 416). 25% 46% 196/0 Fb(psi)_ Fv' si . psi x min Values Ref.Value Fy 50000 50000 29:0 Adjusted Values . 33000 20000 29.0 A9iilustments YP Factor,Lc 0.66 0:40 At Point loads:Provide these minimum bearing lengths in inches or providel web stiffeners. Loads Uniform LL:207 Uniform TL: 800 =A C Point TL . Distance B'=10645 14.08 TX ARNOLD A ASSOCIATES,INC. 4703 CHESTER DR ELKHART,IN 46516 State(,) MASSACHUSETTS Accredited Evaluation and :Uniform Load A Inspection Agency Thk document re cemfied as being b conformance Pt loads: "hSlate 6ueamg cod es r Z wnpate DULYte, e ng .a m+nis dowment doas oo �6hoft«rs+ae«appmw R1 =;4145 R2=12840 '"y om aan nr de abn mmthe requbemenR n+ acre dae taws SPAN=15.5 FT Uniform and partial uniform loads are lbs'per line.aLft:_ itµ DF MRS KEVIN M. tiG FINN cn CIVIL No.3963 �4 Q ONAL t t tr�rr� MiTek" MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield,MO 63017 314-434-1200 Re: 1905CC11357NEH N E I-11 l 3 5 7-ATLANTIC/ 'The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by LaValley Building Supply. )'ages or sheets covered by this seal- 136975560 thru 136975563 My license renewal date for the state of Massachusetts is June 30,2020. T.R ARNOLD&ASSOCIATES,INC. 4703 CHFSTER DR ELTUIART,IN 46316 States) MASSACHUSETTS Accredited Evaluation and Inspection Agency OF This dacum .ce edldlaed as heing b conbrmance �P�ZH ti1RSs An NO auadirg code.. 2.4� qVy Date DULY 10,2019 �O v�E^nA'^ N AVM,al Oak,doamenl6—notadhwin a apom�e I. (�lf1,Y(.l anyomroaon orne.amn tmmme reautramenm at a una6b Sde Laura. LIU mi o STRUCTURAL No.43283 ISTV FSSlONAt��G\ May 6,2019 Liu,Xuegang IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified a: appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, p€;r ANSI/TPI-1, Chapter 2. i Job I Truss tu55 Type �tY Y NEK 11357-ATLAPITICr - 1905CCtt357NEH 1T1 xtogO TRUSS y4 I Job Reference(eNtonall 1369T 5560 LaVaaay euMhng S9glply.Mc NmvIw1L hH 03773 - a 220 s klar 22 2019 kbTelt 111Justnes Inc Mon mh 1 6 1002 39 2o19 Paga t 13-6-8 IO:NJ?eoJlsuLge2EMC6 kHFez6OeG-o5mrDUXZbOEnO•epaNzCXB?dwlnbEJnDIBKDmjNwzJFik 1-7-7 11-1 TO _ 9,5.0 6 n ��. State I:38.1 6 6.00 t2 S 4 to 17 9 f o `e 4 ' �Q MTH10A/ 2y 16 1 5.6 '3 2 ' I All 12( I 10 14 i5 9 6x6 = ?x8 it 4x4 = 87 1-7.7 tt-2.8 t}6.a • 1.7.7 9-7-h 2-}62 Plate Offsets(X,Y)- fl:0-0.2,0-0-101.(3:0-0-1,0-0-21,f10.04-4 0-1-01 LOADING (psf) ( TCLL(roof) 40.0 in SPACING- 2-" CSI. DEFL, loc) Well Ud PLATES GRIP ' Snow(PVPg) 30.5150.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.22 9-10 >720 360 MT20 1691123 TCDL 10.0 Lumber DOL 1.15 BC 0-78 Vert(CT) -0.49 9-10 >326 240 MT13HS 1691123 SCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.02 a n/a rda BCDL 10.0 Code IBC2015FFP12014 Matrix-MS Weight:81 1b FT=to r, LUMBER- BRACING. TOP CHORD 2x6 SPF NoA or 2x6 SPF No.2 or 2x6 SPFS No.2'Except* TOP CHORD Structural wood sheathing d recty applied or 3-10-15 oc pudins. 3-5-2x6 SP 240OF 2.0E or 2x6 SP DSS or 2x6 SP M 24 ROT CHORD Rigid ceiling directly appl ed or 10-0-0 oc bracing. 5-&2x4 SPF No-1 or 2x4 SPF N0.2 or 20 SPF-S No.2 WEBS 1 Row at midpt 2-9 ROT CHORD 2x6 SP No.1 WEBS 2x4 SPF Stud or 2x4 SPF-S Stud'Except' 2.9:2x4 SPF No 1 or 2x4 SPF No.2 or 2x4 SPF-S No.2 REACTIONS. (lb/size) 1=97210.4-0 (min.0-2-1),8=77&Ntochanical,6=OlbtechaNcal TA ARNOLD&ASSOCIATES,INC Max Harz 1=274(LC 20).6=-274(LC 20) 4703 CHESTER DR Max Uplift 1=-10(LC 16),8=-65(LC 16) ELKHART,IN 46516 Max Grav 1=1047(LC 201,8--902(LC 20) state(s) MASSACHUSETTS Accredited Evaluation and FORCES. fib)-Max.CompJMax.Ten.-All forces 250(1o)or less except when shown. Inspection Agency TCP CHORD 1-2=-2255/16.2-4=-881162.4-6=-421180 mkaoasamM�anwaaaaemamsnro=an�< BOTCHORD 1-10=-222/1824,9.1 0=-19 011 83 7,&9=-811304 wmsEaewen9coaa�. WEBS 4-8=-7171192,2-10=01594,2.9=-15791124 Date JULY10,2019 Appwnlotbt ae6uneot aoo nut a oodze w approve any omtsbn o1 aevielw tom me"9 mapt d REOUIR£D FIELD JOINT CONNECTIONS Maximum Compression(Iby Maximum Tension flb)l Maximum Shear(lby Maximum Ibloment(;b-in) a aa°"S ab Laap. 4=71711921010,5=383172114510,8=71 711 92/010 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph:TCDL=6.0psf;BCOL-S.OpsF h=25ft:8=44f;L-28R;eave-4ft; CaL It:Exp B;Enclosed;MWFRS(directional)and C-C Exterfor(2)0-1-0 to 3-1.8,lnterfor(1)3-1.8 to 13.7-0 zone;cantilever left and right exposed;end verticel felt and right exposed:C-C for members and Forces&MWFRS for reactions shown;Lumber DOL=1.60 `IN OF 4fq plate grip OOL, 1.60 t4A S9 21 TCLL•ASCE 7-10:Pr-40-0 psf(roof live bad:Lumber DOL=1.15 Plate DCL=1.15);Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;C1=1.10 � XUEGANG U, 3)Unbalanced sitaw loads have been considered for this design LIU 4)N/A 0STRUCTURAL y 5)All plates are_MT20 plates unless otherwise indicated. ND.4TUR 6)See HINGE PLATE DETAILS for plate placement. Q 3283 7}Provisions mutt be made to prevent lateral movement of hinged member(s)during transportation. 90 9FGISTE<'�o 8)All additional member connections shall be provided by others for forces as indicated. rF 9)This truss has!been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- SSiONAL�N6 10)a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3{r0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 1 } 111 Provide mechanical connect on(by others)of truss to bearing plate capable of wlthslanding 10 lb uplift at joint 1 and 65 lb uplift at (!t(/•{,I�t/nJ joint 6. 12}This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TP1 1 SE(5)section,loads applied to the face of the truss are noted as front(F)or back(B). May 6,2019 ®".4-1?NIYG-4tar:/y J.srgn nvamerrr:and r?-EAD.VOTS3 ON TNI;AND 1.V-ULED VITEX PEFERENCE=40E-LIP 74:.1:mow 19.oI2J ri 3EFO?E:qi: Oaign valid kx ese only wish 11iTelp�1 cmmecbrs This design is based poly u"n peiemetem sham,and is for an individual building component not a buss system Before use.am building designer must•ferny the appGcab:6ty,of 4"a pwamelers and property uawMurate,Ih s design Into ate overall ixulding deson 9raong indxaled is to prevent bucifing of irukvidlral tnlss•acb arai'or ltord mendrers Dory Additional Iemporery er+d permanent hracing 11 . a a"a raqureo for atabilily and to prevent collapse'Nit"possible pe rsonal u4wy and property dymage For general guidance regarding 1he M t 1 tTp 1.e R fabrt lwn.storage.de wary,erection and bramg al Wawa and buss syslems:see ANSVTP11 quality Criteria.US9-a9 and BCSI Building Componant 16023 S1.vngley Ridge Fill information available from Truss Plate Instilul9.218 M.Lee Street.Salta 312 Aiesardria.VA 2231A Ches:eretd,E10 63017 ob ruS5 1 n155 Type ly I y NEH 113i7-AT•:ANTIC7 140iCC11357NEH TI 410a10TRUSS ,*1 i 1 g69755d0 Job Reference llonal La latAy ewklrng Supply Inc Nevrpa'L NI1 03773 8 220 s War 22 2019 a'OTek brd115e es kq Men klav 8 10 02 39 2019 Page 2 fD:NJ?E0JtsuLge2EMC6 kH1FezBOeG-o5mrDUXZbOEnOwaNzCXB?d%vinbEJn018KDmj*xzJFfk LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15.Plate Increase=1.15 Uniform Leads(p[O Vert:11-14=-20.14-15=-30(F=-t0).7.15=-20.1 fi=-107 T.R ARNOLD&ASSOCIATES,INC 4703 CHESTER DR ELEHART,IN 4es1a States) MASSACHUSETTS Accredited Evaluation and Inspection Agency This dommud h cediied as being In conformance •M State 6urdin9 Cud.. Date DULY 10,21119 AOGmvalol fhm document doer net aunome o.aowora any emkcbn or deal.hem me mquhemanb d a ¢abb Shb Law. j,�:vi:?h7.'r•;.rvniy Jrrign�aramamrn cord BEJJ VO..a'7N r�l;]:r0'N!'LJC,D:'liEX P.EFS:ti:VCi:x IGc pJt.'a'2..av fnml 7dri 95FCR5'/3E Oeagn valid fcr use only rnfh k9i eNj cmneclms,This desir is based only upon parameters slnvm,arx)is for an indi-dual budding cernponent.not a Was system 6ufpe use,the bNlding designer must verify the applicability of design parameters and piopedy rncarporate the design into the overall buddmg desgn-8recmg mdicaled is to pleveni buck5rg of btdividuA truss xeb endtw:fiord nembas Holy Additional tempotDry anJ permnnem 6racrrig M lTele s a}xaye lcqunFli fa stability and 4a prevert collapse 1•a pcsarWe oersonat btury and popery damage Forgee,eral 3n:rdmce regarding the fatficaden.slorage.delivery.9radlon and bradng of Inrsses and Buss systen,..see ANS11TPH Quality Criteria,DS13-69 and SCSI Buirdl ng Component • 15023 SWngloy Ridge Rd Safety Informatiyn avaitabe from Truss Plate Institute.218 N Lee Sbeel Stile 312 Alexandria.VA 22314 Chesler0old.hU 6301T [IOCIZI NTruss Typer357NEH IG t iGABLE Job Reference toptfonal) laVaOcy Budding Supply.Inc.Newport NH 03773 a 220 s Afar 22 2019 kbTak tmtusbres Inc Fr;May 3 td 38 48 2019 Page 1 ID:NJ?eoJtsuLge2EdC6_xHFez80 eG-SeGSKIaEusPOOblBEi4zvUbr_wgsOGJ12lyE%lzKg8L 1.8-15 13-8-0 1-7-7 11-11.1 ba 030 4 Ie Scale=1:400 a 25 6.00 112 100A/ 7 20 6 5 17 In 4 ^- n O 4 1�,1.5x4 11 MTH 19 GABLE LETRUSS INSERT OTHERS. 3 - 2 I I 3x4 = 15x4 II 15 14 13 12 11 10 II 8 1F- y5 13- -8 0 9 Plate Offsets Ix-1')•• f3:0-0-1,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) Ude6 Ud PLATES GRIP TCLL(roof) 40 0 Plate Grip DOL 1-15 TC 0.46 Verl(LL) -0.00 10-11 >999 360 MT20 1691123 Snow(PF1Pg} 38,5I50.0 Lumber IDOL As BC 0.05 Vert(CT) -0.00 10.11 >999 240 MT18HS 1691123 BCDL 10.0 BCLL 0.0 Rep Stress Incr NO WS 0.44 Horz(CT) -0.00 1 n/a Na Code IBC7015/TPI'014 Matrix MS BCDL 10.0 I Weight:65 lb FT=20% LUMBER- BRACING. TOP CHORD 21c(i SPF No 1 or 2x6 SPF No.2 or 2x6 SPF-S No.2'Except' TOP CHORD Structural woad sheathing directly applied or 6-"oc purlins. 8-.9'2x4 SPF No 1 or 2x4 SPF No 2 or 2x4 SPFS No.2 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. BOT CHORD 2u6 SPF No.1 or 2x6 SPF No.2 or 2x6 SPFS No 2 WEBS 2g4 SPF Stud or 2x4 SPF-S Stud REACTIONS. An bearings 13.6.4 except fjt=length)9=Meclhanical. (lb)- Max Horz 1=255(LC 20).9=•255(LC 20).1=182(LC 1) Max Uplift All uplift 100 tb or less at joirlt(s)15,14.13,12,11 Poiax Grav All reactions 250 Ill cr Tess at joint(s)1,10.15.14.12.1 except 13=261(LC 2).11=807(LC 20' T.RARNOID&ASSOCIATES,INC. 4703 CIESTERDR FORCES. (lb)-Max.CompJMax.Ten -All forces 250(lb)or less except when shown. ELEHART,1N46516 TOP CHORD 1.2=-293141,2.4=-330121,4-5=-33013,5-6=-33910.7-9=-453176 State(,) MASSACHUSETTS WEBS 7-11=-730/214 Accredited Evaluation and Inspection Agency REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)1 Maximum Tension(lb)l Maximum Shear(Iby Maximum Moment(Ib-in) TNedOn n°°'aceifeeda.bon FC00m'n- 8=357/671135/0 .tn ware eurdhe Codes. Date JULV 10,20111 NOTES- aomovd atru.evcmmm Boss eot a.m,aue or alrrme any°mnsbe a d&Wtbo nem Ue reeuYamOnb a 1)Wind.ASCE 7.10.Vult=13omph(3-second gust)Vasd=103mph;TCDL=6.Opsf:8CDL=6-0psf;h=25ft;B=44R:1-=2811:eave=oft:Cal. 11;Exp B;Enclosed:w1WFRS(directional)and C-C Exterior(2)0-1-8 to 3-1-8.dnteaor(1)3-1-8 to 13-7-0 zone;cantilever left and right exposed:end vertical left and right exposed:C-C for members and forces 8 MWFRS for reactions shown:Lumber DOL=1 60 plate grip DOL=1.60, 2)TCLL'ASCE 7:10;Pr-40.0 psf(roof live toad:Lumber DOL=1.15 Plate DOL=1.15).Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15):Category)I:Exp B;Partially Exp.;Ct=1.10 ASK OF M 3)Unbalanced snow loads have been considered for this design. ��FP SS9cy 4)All plates are M,T20 plates unless otherwise indicated. 5)See HINGE PLATE DETAILS for plate placement �� XUEGANG GJ 6)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. LIU 7)Ali additional member connections shall be provided by others for forces as indicated. AL 8)This truss has been designed for a 10.0 psf bottom chord live load rlonconcurrent with any other live loacs. N0.4 STRUCTURAL R 9) This truss has,been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-"wide q will fit between the bottom chord and any other members. 9p 9FG1S SP�O 1 O1 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15.14.13,12,11. TF T Get, 11)This truss is designed in accordance with the 2015 International B01dirlg Code section 23C6.1 and referenced standard ANSI7TPI 1. `SSIONAL. May 6,2.019 ®'.Y4R.NJAy-Yaa:Fi¢s,.n�aanrur�r.ar.A?_1?NOTE3?Nr;os lv.7*CLJG_O wJT_A:7.=cgE`:•_ •4,n ! ^ ,� 1 -E?toe�0-'.r;�<.: .. ::.,a,;3c'FOe'Vs_ Ocsign vaful(w use oNy•.vi1h hbTaktaoqurecbrs.This dasvJn K Dasc-0 urrh/upmt parameters sheen,and s fa an ir:divitfual building wmponr-nt•not a Druss systrun 6elme use,the building daseytar most venly,the appliczbifity of design lu--etas and properly in-mate This design mto the overall budding des-9n y,acirglnda:ated is to praverrl tucking of nrrnidual truss web andio-drord members only Adthlional tenvotary and permanent brllcmg I is,hays reyuaacl for stability and to prevent mllapse with possWe persona:0jury and propbmJ tklrnage For gcvacral guidance regardiN the M iTek' fabrication,storage.delivery electron and bracttg of trusses and tress sys:erns,see ANSIRP11 Quality CrApria.OSB-89 and BCSI Building Component I 16023 Swiagir/FLdga PoSafety Iaformalilm -.debt*b Tr an uss Plate bnstituie.218 N Lee Su".Suite 312.Alexandra.VA 22314 - -Chastodetd.SIO 63017 Job 'Truss iTruss Type Ory Ply NEH11357 ATLANT{Cf 13(i975562 1905CC11357NEH 'Pi KIMGPOST 3 1 PORCH Job Reference a tionat' LaValley BtJCding Supply. Newport.NH-03773. 8 220 s Nov 16 2018 MiTeh Indusines.Inc. Fn May 3 16;10:31 2019 Page 1 ID.NJ?eoJtsuLge2EMC6.kHFez8OeG-cLi7713cYb6CXGUuVa?dptprmsl8HsRzgnNybDzK9Ys - 3.6-0 7-" _4 3-" 3-" Scale=1_16.7 4x4 2 13 I 600�i2 IT 14 11 \ 3 1 1� _ c i I.fix4 II J 4,t4 = 4.4 = 3.6.0 7-0-0 LOADING (psf) SPACING- 2.0-0 J CSl- DEFL. in (loc) Well Ud PLATES GRIP TCLL(roof) 40 Plate Grip DOL 1.15 III TC OA2 Verl(LL) -0.02 4-10 >999 360 hIT20 1691123 Snow{Pf1Pg} 38.5/50.O Lumber DOL 1.15 BC 0.48 Ven(CT) -0.02 4.7 >999 240 TCDL 10.0 Rep Stress Iner YES WB 0.05 Horz(CT) 0.00 1 n1a n/a BCLL 0.0 BCDL Code IBC2015fTP12014 I Matrix-NIP WeiWeight19lb FT=20 J 10.0 _ LUMBER. BRACING- TOP CHORD 2x4 SPF Stud or 2x4 SPF-S Stud TOP CHORD Structural wood sheathing directly applied or 5.9.11 oc pudins BOT CHORD 2x4 SPF Stud or 2x4 SPF-S Stud BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing WEBS 2x4 SPF No.1 or 2x4 SPF No.2 or 2x4 SPF-S Ko.2 REACTIONS. (lb/rze) 1=410f0-3-8.3=41010-3-8 Max Harz 1=-29(LC 14) Max Uplift 1=-93(LC 16).3=-93(LC 16) Max Grav 1=42D(LC 2),3=420(LC 2) T.R ARNOLD&ASSOCIATES,INC. FORCES. (lb)-Max.Comp./hlax.Ten.-All forces 250(lb)or less except when shown. 47 S CHESlERDR TOP CHORD 1-2=-5 46139 6.2-3=-5 4 613 96 ELmwRT,IN46516states) MASSACHUSETTS BOTCHORD 1.4=-2811416.34=-2811416 Accredited Evaluation and NOTES- Inspection Agency cob demmeut b.•rolled as bebg in-tonne.. 1)Unbalanced roof live loads have been considered for this design i In snot@ Bddl g cede= 2)Wind:ASCE 7-10:Vu1;=130mph(3-second gust)Vasd-103mph:TCDL=6 Opsf;BCDL=6.0psf;h=15ft:8=451`11t;L=24ft;eave=oft;Cat. Date DULY 10,2019 It;Exp B;Pr.Enclosed:141WFRS(directional)and C-C Exterior(2)0-0-0 to 3-".Interior(1)3.0-0 to 3.6-0.Exletier(2)3-6-0 to 6.8-3, agwwammbmamemdoe.ewawbaveer=„�.• Interio 1 6-8-3 to 7-0.0 zone;cantilever left and right exposed;;end vertical left and right exposed;porch left and right ex osed;C-C r\' a•Y emb•b•a deNa bn from the rpWemeeb of � ) ri9 Po 9 fm 9 P kabb aat.v.e. for members and forces&N1W/FRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=40.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=50.0 psf(ground snow);Pf-38 5 psf(flat roof snowy Lumbar DOL=1.15 Plate DOL=1.15);Category II:Exp B.Partially Exp;Ct=1 10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed fora 10.0 psf bottom chord live bad nonconcur(ent with any other live loads. 6)4 This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where:a rectangle 3-6-0 tail by 2.0.0 aide ,11 fit between the bottom chord and any other members. lA OF 47gS 7)O-le H2 5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at p(s)1 and 3 This yam IP4. connection is for uplift only and does not consider lateral forces. S XUEGANG u, LIU a STRUCTURAL u NO.43283 •9 O Q 9Qo FG1ST At May ��G\ May 6,2019 ' ®.YSR.•I!_iicr.I�.lesajn;aar.v,rnNr_JrnY Rt:=V07��•?.V;'Vr3 J:'D.VCL lBe•J Vf�ck 25:=r7.e\'CE71�t f!!.'/:::.,: `4n},±@fi pc:�?.r r:;� Design valuf for ice only:nth MteVj cortneclars.This design is based o:Dy upor parameters s1ro.-m.and is for an tndrndual budding con ne_nc nol a buss system Before use.the building designer nrssl wryly the appfirabtlily or deargin pararna:ws,and praperly.ncorporate this design into the overall b I'uilcr"des gn Bracing md.Catgd is 1a pie-I t ckJrn a possible l individual cruse:vab andrG Chid rnernk is only Additional temperary and peamanend breang MITp 1� rs ah`rays requited for subtery and ea prev :vi prevent collapse ol personal urfwy and pmpetym daage Far general guulance,Wwdirrg cite iahcoabon.slo-age.deurery eracaon ant bracing of to sses and buss systems sea ANSUTFII Ouatity Criteria,DER-89 and SCSI Building Component tE023 Svnngtey F Jge RC Safety lnfofmation avarabie tram Tess Mate btsgtule.218 N Lac Street Suite Y2.Alwandna VA 22314 - I Chesterrw4.MD 63017 Job 'Truss Truss Type 10ty Ply NEH11357 ATLANTICI 136975563 1905CG(1357NEH !PGI GABLE 1 f PORCH Job Reference(optional) LaVal!ey Suildng Supply. Newport,NH-03773. 8.220 s Nov 16 Mil MiTek Industries,Inc. Fn May 3 16:10:32 20,9 Page 1 ID:NJ?eoJtsulge2EMiC6_kHFez8OeGJXsWK44EJuE34Q?t3HWsL4LJLG hie0.Na73R6v7fzK9Yr 3-641 1 7.0.0 1-6-0 3-6-0 -, Scale=1 16.7 3 1f 6.00 12 10 r 1.5x4 11 f d t.5x-0 11 2 I 12 5 I Di Li i L 6 7 6 2x4 = I.Sx4 II I.5x4 h 1.3x4 `I 2x4 = 7-0-0 - -I 7-0-0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) 11defi Ltd PLATES GRIP TCLL(roof) 40.0 Plate Grip DOL 1.15 TC 0.18 Vert(ILL) Iva n1a 999 MT20 159/123 Snow(PBPg) 38.5l50.0 Lumber DOL 1.15 8C 0.06 Vert(CT) 1113 n1a 999 TCDL 10-0 Rep Stress Incr YES WI3 0.04 Horz(CT) 0.00 5 We n1a SCILL 00 BCDL 10-0 Code IBC2015fTP12014 Matrix-P _- I Weight:21 Ib FT=20% LUMBER- BRACING. TOP CHORD 20 SPF Stud or 2x4 SPF-S Stud TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins BOT CHORD 2x4 SPF Stud or 2x4 SPF-S Stud 60T CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 20 SPF No.1 or 2x4 SPF No.2 or 2x4 SPF-S No.2 REACTIONS. All bearings 7-0-0. (Ib)- Max Horz 1=-31(LC id) Max Upliff AN uplift 100 lb or less at jaint(s)1,5.8,6 Max Grav AO reactions 250 lb or toss al joints)1,5.7 except 8=273(LC 201,6=273(LC 21) T.RARNOLD A AssocJnz> INC FORCES. (lb)-Max.Comp/Max.Ten -All forces 250(lb)or less except when shown. 4701 CHESTER DR ELKHART,IN 46516 NOTES- Stares) MASSACHUSETTS 1)Unbalanced roof live loads have been considered for this design. Accredited Evaluation and 21 Wind ASCE 7-10;VuR=130mpt(3-second gust)Vasd=103mph;TCQL=6.Opsf;BCDL=6.Opsf.h=15ft;13=45f1;L=24N;save=Sft Inspection Agency;Cat Thh dximen,hc lffledas bwgh cantaewnce 11'Exp 6;Pr.Enplosed:MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-".Interior(1)3.0-0 to 3.6-0.Exterior(2)3-5-0 to 6-6-0. win s e„awmmg toes. Intedor(1)6.6-0'to 7-0-0 zone:cantilever left and right exposed;end vertical left and right exposed;porch lef±and r;ght exposed:C-C Date DULY 109 2019 for members and forces 8 MINFRS for reactions shown:Lumber DOL=1.60 plate grip 0OL=1 60 49-.o rbh d-.d dose ed euwere.moms 3 Truss designed for wird loads in the ane of the truss on, . For studs exposed to wind normal to the face),see Standard Indust :evom�aeaeewe600wm oe reavxemeu vt ) P' Y P ( ) Industry x.ou s�.rwY. Gable End Details as applicable.or consult qualified building designer as per ANSIITPI 1 4)TCLL:ASCE 710;Pr=40.0 psf(roof five load:Lumber DOL=1.15 Plate OOL=1.15);Pg=50.0 psf(ground snow);Pf=38 5 psf(fiat roof snow:Lumber DOL=1.15 Plate OOL=1 15):Category 11;Exp B.Partially Exp-:Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 1.4.0 oc. 8)This truss has bi:en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -,kA OF qs 9)'This truss has been designed for a rive load of 20.0psf on the boltarn chord in all areas where a rectangle M-0 tall by 2-0-0 wide gl�P Sq� will fit between the bottom chord and any other members. S' XUEGANG GN LIU a u STRUCTURAL c' No.43283 P O Q r 90o Ff'1ST6erC FSSrONAL May 6,2019 ®4:LQ:V1rt,:. way ie-::pr...rarmrcr ani.;S10 VOTEi-AV THIS JVO-Ncl J9FD:x T3.i.4=-5PEN':5?4ec art.'s::ev naav 24 5J'_L-%eE t.f �' . oesign valid Ion useonN•:rah r:Tek?�wnnecexs This design is based onlyupon parania:ais shovat•and is for an indrwlual building Campo wl.nor a loss systen 6elore use,the budding designer mist verify the applicabillty of dearyn parameters and propmty incorporate this dasrgn into the overall bu ldin2 dosign.a,ac rg ind;estad is le provenl turh'ahg or indiriduai Inns web and!"chord mnrrbots on:y AddAsonal temporary and permapunl bracing M I�QYi( li+ a atvrays regwr411 kr slabilry and to prevem collapse-nth possible person al uyury and ptsperly d.image For 3oraral guidance•egarding the ' fabncabun.slwal;e,delivery,erection and bracing of trusses and Iri se"erns.seo ANSIRPI7 Quality Criteria,USB-99 and SCSI Building Comparreni 10023 Svnngley Rvk}e Rd Safety Information available f nm Luss Plate insrdute 21814 L"Strrvx.Suite 312 Alexandra VA 22314 Ch-1.1i.41-k10 63017 Syrnbols PLATE LOCATION AND ORIENTATION 6.4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property Center plate on joint unless x,y offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X•bracing,is always required. See SCSI. 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves d WEBS Ct, 4 may require bracing,or alternative Tor I O bracing should be considered. 1 OS O 3, Never exceed the design loading shown and never Q. q° U stack materials on inadequately traced trusses. 0 4. Provide copies of this buss design to the building For 4 x 2 orientation,locate Ct•n t n4 cs•s I— designer,erection supervisor,property owner and plates 0- ill 'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear lightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully.Knots and wane at)oinl required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIlTPI 1. connector plates. THE LEFT, 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIfrPI 1. "Plate location details available in MiTek 20120 NUMBERSILETTERS. software or upon request. g 4 8- Unless otherwise noted,moisture content of lumber y shall not exceed 19'Y at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS �6 e.i$t+ 9 unless exprossly noted,this design is not applicable for b I' use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: gg @ p=t��. The first dimension is the plate 3 7 10.Camber Is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311.ESR-1352.ESR1988 d + responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907.ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the - specified. b text in the bracing section or the truss unless otherwise shown. p purlins provided at y 9 13.To chords must be sheathed or output. Use Tor I bracing spacing indicated on design, if indicated. Lumber design values are in accordance with ANSI/TPI 1 4 Bottom chords require lateral bracing at 10 h.spacing, 1 BEARING section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed.unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 10.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but O 2012 MiTekO All Rights Reserved approval of an engineer. reaction section indicates joint _ number where bearings occur. 17.Inslati and load vertically unless Indicated otherwise. Min size shown is for crushing only. a 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review Eiji portions or this design(front.back,words Plate Connected Wood Truss Construction. and oiclures)before use.Reviewing pictures alone M11, ' DSB-89: Design Standard for Bracing. is not sufficient.a. SCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANS111PI 1 Quality Criteria. installing&Bracing of Metal Plate } Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.1 0/03120 1 5 tip titw a Nil MiTekR MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield,MO 63017 314434-1200 Rye: 1906CC 11357 N EH-I I NEH 11357-ATI.ANTIC/ The truss drawing(s)referenced below have been prepared by MiTek USA, [tic. under my direct supervision b6sed on the parameters provided by La Valley Building Supply. Pages or sheets covered by this seal: 137408737 thru I37408738 My license renewal date for the state of Massachusetts is June 30,2020. T.R ARNOLD&ASSOCIATES,INC 47 3CHESTER DR ELKHART,IN 46516 State(,) MASSACHUSETTS Accredited Evaluation and Inspection Agency Thb d—W b certified as being b wdorm— pM State eulding Cade,. Date JULY 10,2019 Apyuval Wthbdmm 0doeeonla&od a,a,mve m,ambsbn or deNaeoo bomih requhmeeb W a Bnabb Stab tam. ZN OF MRSsgrti o XUEGANG ttP LIU STRUCTURAL ran No.43283 9 - " O Q �O,a RG/STEP' FSS/ONAL ENS\ June 12,2019 Liu,Xuegang IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or Tk NCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly inc(kporate these designs into the overall building design per ANSI(f Pl 1,Chapter 2. 4 1 Job Truss Truss Type Oty Ply ]NEHI1357-ATLANTICI137408737 1906CCit357N£H-!I A6KINGPOSTReference tional LaValley Building Supply. Newport,NH-03773, 8.220 s Nov 16 2018 MiTek Industries,Inc. Wed Jun 12 08 55:46 2019 Page t ID:Kw1 mGKCNSOH9_OM XF?MhXZzXJ IH-OfdV5hwtk5FDMfS6bVSPVc?CTR 1 Zf3vSZMVfAez74AR _. -0-10.8 2-4-8 { 4-9-0 _ 5-7-8 D-10.8 24-8 24.8 0-10-8 4x4 = Scale=1:12.3 3 1 6.00 12 22 21 p 2 5 t - ) to q � 8 7 71.5x4 II t � 1a Zx4 = I 2x4 2x4 = 2X4 = 8 rNON MEMBER 2-4-8 4-9-0 2-4.8 24.8 Plate Offsets(X,Y1- [2:0-2-0,0-0-121.(4:0-2-0,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI, OEFL. In (tic) Vdefl Ltd PLATES GRIP TCLL(roof) 4p.0 Snow Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 7 >999 360 MT20 1691123 Snow{PfJPg) 38.5f51)A TCDL 10.0 Lumber DOL 1.15 SC 0.00 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep SYess Incr YES WB 0.02 Horz(CT) 0.00 4 rVa rda BCDL 10.0 Code IBC20157fP12014 Matrix-MP Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.1 or 2x4 SPF No.2 or 2x4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 4-94)oc puffins. BOT CHORD 2x4 SOF No.1 or 2x4 SPF No.2 or 2x4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.1 or 2x4 SPF No.2 or 2x4 SPF-S No.2 REACTIONS. (lb/size) 2=379/0-3-8,4=37910-3-8 Max Horz 2--28(LC 14) Max Uplift 2=-27(LC 16),4=-27(LC 16) Max Grav 2=388(LC 2).4=388(LC 2) FORCES. (lb)-Max'.Comp./Max.Ten.-All forces 250(lb)or less except when shown, T.R ARNOLD a ASSOCLATES,INC TOP CHORD 2-0-305f88,3-4=-305I89 4703 CHMTER DR T nRT,IN 46516 NOTES- state(s) MASSACHUSETTS 1)Unbalanced roof live loads have been considered for this design. Accredited Evaluation and 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph:TCDL=6.Opsf:BC0L=8.0psF h=29h:8=45ft;L=24h;gave=oft;Cat. Inspection Agency 11;Exp B;Enclosed;MW`FRS(directional)and C-C Exterior(2)zone:cantilever left and right exposed;end vertical left and right This dMuntedIsentl6edasbemg n-f-e exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 +h sun.swam9 code. 3)TCLL-ASCE 7-10:Pr-40.0 psf(roof live bad:Lumber DOL=1.15 Plate DOL=1.15);Pg=50.0 psf(g-ourd snow);Pf=38.5 psf(flat Date JULY 10,2019 App-40-document does n01 aWM1arue m 400+e roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category 0;Exp B:Partially Exp.:Ct=1.10 a yamo-deee,aeHame6vmm.reoeo-e re ma 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live bads. 6)'This truss has been designed for a rive bad of 20.Opsf on the bottom chord in all areas where a reclang'e 3-6-0 tall by 2-0.0 wide will fit between the Minot chord and any other members. 7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at it(s)2 and 4.This ASH OF 4fgS connection is for uplift only and does not consider lateral forces. T XUEGANG on Z LIU 0_ STRUCTURAL corm No.43283 O,c FO7STEP� �� FSSIONAL E�G� June 12,2019 i bV3R^rrNG-s�nry 1nn7n)�rbmrt9r;�r lREOil'rDTrS 0`�ThIS dID 0YCL r?ED Ii77EH 2EFERE!r[c?dGE rill-hilt 1 r•.�.?C.9?JOt,gcrrBB.,cE Design valid for use only with bliTakO Connectors.This design is based only Lpon parameters shown,anJ rs for an individual budding cornporbont,not a truss system Before use,the building designer must verify Nit applicability of design parameters and properly incorporate this design into me overall Nil building design.Bracing indicated rs to prevent budiing of individual IrJss seb androrchr,rd members only Additional temporary and permanent bracing MiTek' is ahvays required fen slabdity and to prevent collapse Tvdh passible personal injury and property damaagge.For general gulda,1Ca regarding the - fabrication.storaga.delivery.erection aid bracing of trusses and•cuss systems,see ANSVT 11 Quality Criteria.059-89 and SCSI Building Component 16023 Srangtey Ridge Rd Safety Information available bon Tuss Plate Institute.218 N Lee Street Suite 312.Ale.<andria.VA 22314 - Chesterfield e10 63017 i Job Truss Truss Type Dry Ply NEH11357-ATLANTlG 1906CC11357NEH-11 AR6 KING° 6 OST I 137408738 i 1 Job Reference o tional LaVailey Building Supply, Newport.NH-03773. 8220 s NOV 16 2018 MiTek Industries,Inc.Wed Jun 12 08:55:46 2018 Page 1 24.8 ID:Kw lmGKCNSOH9_OMXF?MhXZzX1H-OfdV5hwtk6FOtvlhS6tiVSPVc?OaROrf3gSZhi VTAez74AR 24-8 24-8 ---� 2 40 = 12 Scale=1:10.9 1 6.110 12 1 t i t 3 Li L N O 4 1-Sx4 11 2x8 2x8 = 24.8 4 g 0 24-8 24-6 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL(root) 40.0 Plate Grip OOL 1.15 TC 0.10 Vert(LL) .0.00 4.7 >999 360 MT23 1691123 Snow(PfIPg) 38.5/50A Lumber OOL 1.15 8C 0-13 Vert(CT) -0.01 4-7 >999 243 TCDL it).0 Rep Stress Incr YES We 0.03 Horz(CT) 0.00 3 n/a nla BCLL 0.0 Code IBC201WPI2014 Matrix-MP BCOL 10.0 I Weight:13lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.1 or 2x4 SPF No.2 or 2x4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 4-9.0 or-purlins. BOT CHORD 2x4 SPF No.1 or 2x4 SPF No.2 or 2x4 SPF-S No.2 80T CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SPF No.1 or 2x4 SPF No.2 or 2x4 SPF-S No.2 REACTIONS. (Iblsize) 1=27810-3-8,3=27810-3-8 Max Horz 1=20(LC 15) Max Uplift 1=-19(LC 16),3=-19(LC 16) Max Grav 1=285(LC 2),3-285(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3501104.2-3-3501104 T.R ARNOLD&ASSOCIATES,INC. BOT CHORD 14=471267,3.4=-471257 4703 CHESTER DR ELKHART,IN 46516 NOTES- States) MASSACHUSETTS 1)Unbalanced roof Vv,e loads have been considered for this design. Accredited Evaluation and 2)Wind:ASCE 7-tO:Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf:BCDL=6.OpsF,h=29ft:8=45ft:L=24R;eave=oft;Cat. inspection Agency rnbaccumemn eBua.eobemcomomance II: xp B:Enclosed:h1WFRS(directional)arc!C-C Exterior(2)zone;cantilever left and right exposed;end vertical left arid right xiN State BWWhB Caan. exposed:C-C for mt mbers and forces&MV✓FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Dare JULY 10,2019 3)TCLL:ASCE 7-10:?r--40.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=50.0 psf(g-ound snow);Pf--38.5 psf(flat Ar,o � roof snow:Lumber DOL=1.15 Plata DOL=1.15):Category 11;Exp B:Partially Exp.:Ct=1.10 a° ,,ems mla.. 4)Unbalanced snow pads have been considered for this des gn- 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-"wide will Fit between the bottom chord and any other members. 7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This OF b}qs connection is for uplift only and does not consider lateral forces. Sycy g� XUEGANG GN LIU a chi STRUCTURAL No.43283 GISTS FSSIONAI_ Vvv ' June 12,2019 ®waBNf+rG•r-r•f;fo.inrn:aratnergr:ano-E_t7'Ii•rEi ON i^frS 1ryD:A1CL;GED"I/E,(4EP:F.E-NC514G:as-'1 C';=v :nq>l dirt 4E�%aE:ic tr Design valid for use ti dy.%4h MiT&D ounnectors.This desfgm is bascd only upon parameters shown.and is for an individual bidding tmmponenL not a Buss sys:em-Before use,the budding designer must venry M, a0ftc3bdity of design parameters and properly incorporate this design mlo the overtJI �� building design Bracing oditaled is to prevent buckling of individual Wes i eb arWor chord members only.Addilidnai temporary and prnnaneiv hracing iTe k is always required for stabil y and to preventcoliapsewdf,possible personal injury ane Pmperty damage For genera:guidance regarding the IVI lab-cation.storage,dtvey.erection and bra"of trusses and tr-iss systems.see ANSUrPit Quality Crlteria.OS8.89 and BCS1 Building Component 16C23 Swingiey Ridge Rd Safety Information :mailable bon Truss Plate bw.irutei.218 PL Lee Street Scite 312-Alexandria.VA 22314 ChesWfreld.1110 61017 ) Symbols Numbering Svste m General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. �� (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing.is always required. See BCSI. c1•2 cz•s 2. Truss bracing must be designed by an engineer.For O'y16 r 4 wide truss spacing.Individual lateral braces themselves WEBS C2o may require bracing,or alternative Tor I p bracing should be considered. 0 <.. $ 1 IX OZ s 1 O 3. Never exceed the design loading shown and never a gip¢ U stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building OF Cra cs r cs•s O designer,erection supervisor,property owner and Far 4 x 2 orientation,locate g plates 0- ''4'from outside BOTTOM CHORDS all other Interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. G. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUM8ERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIITPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END Jo—, the environment in accord with ANSUTPI 1. Plate location details available in MiTek 20120 NUMBERSILETTERS. 9 & Unless otherwise noted,moisture content of lumber software or upon request. t e�� r I a�r shall not exceed 19/o al time of fabrication. 6 gg 9t PRODUCT CODE APPROVALS �` id 9. Unless expressly noted,this design is not applicable for PLATE SIZE g� I use with fire retardant,preservative treated.or green lumber [CC-ES Reports: ry t The first dimension is the plate a 4g 10,Camber Is a non-structural consideration and is the i 4 x 4 width measured perpendicular ESR-1311,ESR-1352.ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to Slots. 11.Plate type.size,orientation and location dimensions Indicated an-minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at 1 output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSIITPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is Installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MTekO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings Occur. 17.Install and bad vertically unless indicated otherwise. Min size shown is for crushing only, 1B.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. i ANSIrrPl1: National Design Specification for Metal 19.Review all portions of this design(front.back.words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone i DSB-89: Design Standard for Bracing. Nil not sufficient. I BCSI: Building Component Safety Information, n 20.Design assumes manufacture In accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate M 1 ORO k Connected Wood Trusses. MiTek Engineering Reference Sheet:M11-7473 rev.1 0103/20 1 5 LOAD CALCULATION ss9. (Ref.Annex D- NEC 2017), o --K IN M•__ —Modular Builder: New England Homes '-- TILA-WoL&"SSocI.TES;INC- -- _N - - .. 4703 CHESTER DR ,.3 36r' ELKHART,IN 46516 O_ ...._ ..__ — _ . te(sr-MASSACHUSE TS _ l) BuildingT pec 27-8n x 44Two Accredited Evalutionand _ I06p60tiOn Agency _�.. .. O ._._..—_._..._ ... (roced0ea aoe kgI mmam�appe _ SSIUNAI.� � WM Star aultlb9 C des aerial Number:: 11357 �-{ ------ _... .. ...._..__....Date'- JULY 10:2019-�.;..._.. appmrm of mk A-Mot dose 10 robodae o.app a BpaEb Stab law. '4ir Conditioning (100%)* Area -- Watts or Volt-Amps Central Electric Space Heating x 0.65* Less than 4 separately controlled electric space heating units 0 x 0.65 0 lour or more separately controlled __Ilectric space heating units --- _ 0 z 0.40 0 Use the larger of the air-conditioning load or the diversified demand of the heating load. dQther loads: Area Watts Circuit Wire size _ (general lighting(1st floor) 1217 x 3 3651 15A 14-2 WIG dieneral lighting_(2nd floor) 1217 x 3 3651 15A — 14_2 WIG �Qeneral lighting(Crawl) 0 x.3 �0 15A 14-2 WIG "Mall appliances 5� x 1600 7500 20A - '— 12-2 WIG Furnace 500 20A 12.2 WIG l;)ryer 5000 30A 10-3 WIG Water Heater 4500 25A 10-2 WIG Range Range (at nameplate rat } _ _._ ing__- ____- _,--. 12000 40A _ 8-3W/G Dishwasher 1200 20A Y - 12-2 WIG Garbage disposal 0 15A 14-2 WIG l atlFan/Light 0 20A 12-2 WIG (Microwave 0 20A 12-2 WIG Was 2000 20A 12-2 WIG Rangehood 1000 20A 12-2 WIG 0 0 SUB-TOTAL 41002 l'irst10 KW of other loads @ 100%D: 10000 fiemainder of other loads!@.40%D 31002 Jx :40 — 12400:8 fieat(Above)` 0 TOTAL CALCULATED LOAD 22401 Required Service size. 22401 .240 = 93.34 amps Installed Panel size -- _ _ 200 amps _-- T.R ARNOLD&ASSOCIATES,INC 4703 CHESTERDR ELKHART,IN 46516 State(S) MASSACHUSETIS Accredited Evaluation and N E H 113 5 7 n6PeC 8 Agency Tms dommeet b Wffi d.hebg m—t—n— Wh$6[e eulding Codes. Data JULY 10,2019 auuwrd otmrc an�mem ao,a oot aw,ome o.agpwve any omksbn M devhtbn iwm Me�equYlmenS Of Atlantic Management & b�bele�. Construction Co. / Spec. NEW ENGLAND HOMES SITE REFERENCE MANUAL Table of Contents Introduction and Definition of Terms......................................................................................... 2 GeneralInformation .................................................................................................. 3 Customer Service Procedures; Crane Service, Scheduling, and General Information ...................... 4 Site Acceptance and Preparation ...................................................................................5 Installation Procedures and CI Responsibilities .................................................................................... 8 Items NOT Performed by the CI ............................................................................................. 9 Colonial Installation Procedures ....................................................................................... 10 Installation of Roof Components .................................................................................... 18 CSL Responsibilities After the Setting of the Modules ......................................................... 21 Special.Instructions to be Followed by the CSL ......................................................................... 22 Exterior Trim and Finish Installation by CSL ................................................................... 24 Interior Finish Installation by CSL ............................................................................... 26 ElectriciansNotice .................................................................................................. 28 PorchRoofs ...............................................................................................................29 1 Introduction and Definition of Terms The SITE REFERENCE MANUAL has been created to define the responsibilities for the supply of goods and services of the Company,Construction Supervisor License,the Certified Installer and the local building inspection official. It serves to indicate where the third party inspection and state sanction of manufactured housing ends,and where the local building official should begin inspection services for the CSL. Connection/finishing information not addressed in the plans should be found in this manual. Definitions: Certifiedl Installer= Cl (Certified Set Crew). Construction Supervisor License=CSL SRM=Site Reference Manual Company,or the Factory=Preferred Building Systems(PBS)&New England Homes(NEH) The terms "ship loose" and"shipped loose"refer to items to be installed onsite by the CSL. Items shipped loose (unless specifically noted otherwise)include,but are not limited to siding and accessories,fascia and soffit trim,drip edge,gable end and rake trim,vent caps,and exterior light fixtures and outlets. The purchaser,who is the contractual purchaser of goods from the Company,will be identified throughout this document as the"CSL". All notes containing the term"by CSL"are defining an obligation,whether for material which is supplied and/or installed by the Company,or for construction methodology/acceptable building practice for which the Company accepts no responsibility,and should be reviewed carefully by the CSL and the local building inspector. All such installation instruction will be in compliance with applicable building codes. The details/materials contained throughout this document are representative of construction practices complying with the 2015 IRC and 780 CMR,9th edition,and all accompanying codes governing building practices in Massachusetts; however,local building codes may require special design consideration. Consult your local building code official to review any required alternative details/materials(which deviate from the Company's standards)necessary for code compliance. The details defining materials to be supplied by the CSL are for general guidance only and code compliance for such details are the responsibility of the CSL. Note: lif not specifically noted on the plans as `By Factory" or `By CI", it is assumed to be completed onsite by the CSL. T.R ARNOLD&ASSOCTATFS,INC 6703 CHESTER DR RI TMART,IN 46516 State(,) MASSACHUSETfS Accredited Evaluation and Inspection Agency rnro aocum•m ro oeldba ae being b mslormane• MN$Idle euWF9 codes. Date JULY 1%2019 Aepmyalolbb dow does sal.Avi•wappm• any omkabo O d•Naeen Gem be RWbme Ns et ecaeb Slab Laws. 2 I General Information I. MANUFACTURER: PREFERRED BUILDING SYSTEMS CORPORATE OFFICE/MANUFACTURING ADDRESS 143 Twistback Road Claremont,NH 03743 Telephone: (603)372-1050 Facsimile: (603)372-1001 www.prefcrredbuildings.com II. THIRD PARTY INSPECTION AGENCY: T. R.Arnold&Associates,Inc. 4703 Chester Dr. Elkhart,Indiana 46515 Telephone: (574)264-0745 Facsimile: (574)264-0740 T.R ARNOID&ASSOC[ATFS,INC. 4703 CHESTER DR www.tTamold.com ELERARTIN46516 State(,) MASSACMUSETIS Accredited Evaluation and rhird Party Inspection Agency Authorization Number Assigned by the Inspection Agency cort Commonwealth of Massachusetts: TPIA-03. This W,fle0s0s1oeb6°at°�'°`° mot Bule]ng CMn. Expiration Date of TPIA-03: April 30 of each year Date '°`"' 2019 a°°m.m al this e°cmmm e°e.na aan°nz°a a°°m.e any°mbtbn m 6eviatl°°tmm0ro a°puY°mmnh of a e ee state Las.. III. DESIGN CRITERIA: See plan set cover sheet for design criteria. IV. State Seal, Third Party Inspection Agency Label And Manufacturer's Data Plate Location: . See plan set cover sheet and floor plan for data plate and approval locations. Installation by Certified Installers (CI) The Cl is responsible for the erection of the components that make up your Preferred Building Systems structure. To ensure a safe and successful installation,only persons qualified to be in and around the set should be present as the setting of modular components can be extremely dangerous. The installation team consists of the following: 1. Company Representative/Project Manager-The main contact point who is responsible to ensure the set is successful and resolves issues onsite. 2. ]Installer/CI-Responsible to install modules in accordance with this manual and any site specific instructions. 3. Company Drivers-Responsible to deliver modules safely and on time. 4. Company Transportation Manager-Responsible to facilitate set scheduling and permitting;also, coordinates resolution of issues during set that can not be resolved onsite 5. The CSL-The CSL's input is valuable to a successful set. When decisions need to be made,the CSL is the nest person to make them. 3 Customer Service Procedures All requests for Warranty Service,written by the CSL,are made through our Customer Service Department. If a request i;made,the Customer Service Department will log in your request and send a written verification form to you. They will also notify you when the service work is to be performed. The Company provides primed walls and ceilings only. Some drywall cracking is to be expected and is a normal conditions with transporting modular homes. The Company will be responsible for major drywall cracks(in excess of 3/8"wide). The CSL will be responsible for the repair of all other minor cracking,nail pops,screw pops, and joint tape cracks that may occur. Settling cracks may appear and are normal for new construction. It is suggested to go through one heating season before repairing any nail pops,etc. It is the Company's policy to perform all warranty service work on any properly reported defects of materials or workmar►ship. In some instances,the service department may authorize the CSL to have work performed by others. In doing so,the service department and the CSL will agree how the repairs are to be completed and the what the repairs will cost. The Customer Service Manager will then issue an authorization number. THE CSL MUST RECEIVE AN AUTHORIZATION NUMBER PRIOR TO ANY WORK BEING PERFORMED, OTHERWISE,THE COST OF REPAIRS WILL NOT BE REIMBURSED. Each authorization number,the agreed upon amount,and work to be completed will be sent to the CSL for a signature indicating agreement. If additional work is required,you must contact the Customer Service Manager for additional authorization. Upon receipt of the invoice(with authorization number),the Company will process for payment or credit. Requests for authorized reimbursement must be submitted to the Company within 30 days of the completed repair. The site must have adequate parldng near the structure for the service vehicle Crane'Service, Scheduling, Requirements, and General Information Unless&fined and included in the PBS contract,the crane service to set the modular is obtained,scheduled and paid for:by the CSL. Coordination between the Company transportation manager and the CSL establishes the date to set thr modular. If a structure cannot be taken by the CSL for a scheduled set,it is the responsibility of the CSL to notify the Company within 48 hours of the originally scheduled set and to notify the crane service and re-schedule the crane. Failure to do so may result in additional charges to the CSL. Consult the Transportation Manager for more information. SPREADER BARS TO BE PROVIDED BY THE CRANE SERVICE The safe crane operation on site is the sole responsibility and determination of the crane operator. The crane operator's decision is final as to whether a site is accessible and the setting situation is safe. Refer to OSHA 1926, Subpart,CC and Construction Standard for more information. Crane operators use an industry accepted standard for placement of the equipment near a foundation wall. The crane is set batik one(1)foot for each foot of backfrll(i.e.,for an eight(8)foot foundation wall backfrlled six(6)feet,the crane will be set back at least six(6)feet from the foundation). The Company takes no responsibility for damage to foundation walls by the crane as a result of insufficient or inappropriately installed backfill. It is the responsibility of the CSL to have any power or telephone lines,which are considered to be a hazard,covered or discortnected. Crane operators will not work around power lines. Any traf frc control,parking permits or local police involvement must be arranged and paid for by the CSL. T.R ARNOLD A ASSOMITS,INC. 4703 CHESTER DR ELKHART,IN 46516 State(,) MASSACHUSETIS Accredited Evaluation and Inspection Agency Thle document k eefted as being In o tormance ugh State Bulding C.d. Date DULY 1012019 4 App�o ofthb dominant Epee nota .h .or appmve any ambaborde b%.f."rege emenbof a6b Stab Wur. - 1 Site Acceptance It is the CSL's responsibility to prepare the site to receive the modular units and the crane that sets them. Difficult sites may require additional preparation,and the acceptability of a site is solely determined by the Company Cl chief and/or crane operator. In the event that a site is deemed unacceptable by the Cl chief,all additional labor,material, equipment and costs necessary to make the site acceptable for the modular set will be absorbed by the CSL. In addition,for each hour(up to a maximum of eight(8)hours per day) after the fast hour that the drivers or Cl must wait for the site to be made acceptable,the CSL will be charged at the following rate: Drivers/CI&equipment(per person)........$ 75.00 per hour It should be noted that an open dialogue with the Company Transportation Manager and close adherence to the site preparation guidelines contained in the"Site Preparation" section will solve most potential site problems before the CI arrives. Site Pi°eparation The CSL is responsible to make sure that all site construction complies with applicable building codes. All foundation and site work must be completed a minimum of 2 days prior to setting of modules. T.RARNoLD&ASSOCIATES,INC. 4703 CIMSTM DR Er CURT,IN 46516 The CSL is responsible for the following prior to setting modular units: statue, itASSACHUSEftS Accredded Evaluation and Inspection Agency itch d°°umenl b cenaled.bebe In coat—ce Travel]Route and Site Access: .th1W1B11ft1C°de.. Date JULY 10,2019 A. Inspection of the route of travel from the nearest town to die site. "°,.yo", d�nme"°°""a"s°�°°`�°"" nY°mtrnb"a deNafbnn,euheme W d Eahb Slab Lawn. The minimum clearances to allow for transport of the structures are: 1. Road width: Min. 3'wider than the widest modular unit being shipped. 2. Overhead clearance: W-0" 3. Bridge weight limit:15 tons&up-Tractor trailer/transporter Unposted(no limit)-Crane The crane cannot travel on posted bridges. 4. Approaches to exits,bridges and underpasses must be long and wide enough to accommodate a 75' tractor trailer/transporter. If there is any doubt about the adequacy of the site route,contact the Company Transportation Manager for assistance. The Company will work with the CSL and local traffic control officials to resolve difficulties with travel requirements. Note:More heavily populated areas may require special traffic control allowances(i.e.staging areas,traffic control officer,parking bans,etc.). All costs for special travel accommodation of the tractor trailer/transporter and crane will be borne by the CSL. B. The site should be cleared of all obstructions(boulders,trees,power lines,etc.)which might affect the ability of the tractor trailer/transporter or crane to access the foundation location. Adequate space needs to be provided for the Cl trailer within reasonable distance from the building to minimize the distance to tools and the compressor. C. The site should have two 30'x 60' areas cleared for use by the crane and transporter with reasonable access to these areas from the road. The two areas shall be adjacent to one another with one area having its dimensions abutting the foundation wall. The area against the foundation supports the crane and should be reasonably level with undisturbed soil or well-compacted fill(sand is not acceptable). The area for the crane operation should have a rise not in excess of 9"in 30'. Any temporarily required well-compacted gravel fill shall be the responsibility of the CSL. 5 D. The site should have a minimum 20' wide entrance of undisturbed soil or well-compacted fill(sand is not acceptable). The entrance should be clear of boulders and trees to allow turning from the road into the site. The turning radius required will vary depending on the site conditions. Any temporarily required well- compacted gravel fill shall be the responsibility of the CSL. E. The slope or grade into the site should be gradual so that the crane and tractor trailer/transporters will not bottom out. Any hollow areas may require temporary well-compacted gravel fill(sand is not acceptable). Such fill shall be the responsibility of the CSL. In the event that the site grade is excessive(greater than 18" of rise in 18' of run),or any other site conditions prevail that may result in the crane or transporters being unable to reach the foundation or becoming bogged down or inoperative,the CSL shall be responsible for providing a five(5)ton or larger crawler/bulldozer or similar equipment to assist the crane and/or transporters to enter and leave the site. The cost of said equipment shall be the responsibility of the CSL. In addition,the cost of repairing any damage to Company equipment incurred as a result of being assisted into and out of the site,shall be the responsibility of the CSL. F. If there are any questions regarding site conditions,contact the Company Transportation Manager to arrange a consultation prior to the delivery of the modular units. If the CSL deems it necessary for a Company representative to inspect the site to ensure proper site preparation,a nominal fee,as determined by the Company Transportation Manager,will be charged to the CSL. E. The local Building Permitting Office is to be notified 72 hours PRIOR to the scheduled date for the installation of the modules on the foundation. Foundation: Foundation layouts are furnished for dimensional reference and details relative to column spacing,sill plate installation,and split/level knee wall construction only. Specific foundation design relative to site conditions,soil conditions,and governing codes are the sole responsibility of the CSL based on local soil conditions,and should be designed by a registered engineer or architect. The foundation should be installed with due consideration to: 1. Local codes 2. Soil conditions 3. Footing located properly,and are correct size and thickness 4. All necessary high wind fastening is installed per mfr. instructions and located in accordance with approved plans. Sill Plate Installation: We require our homes to be installed on sill plates and shimmed level as needed. The sill is to be 2x6 SYP#2 P.T. or better. The CSL is required to tie the building to the foundation in to meet the uplift requirements shown on A2.1. Appendages To The Modular Structure Site instilled appendages or additions to the modular structure include,but are not limited to,the following: porches, breezeways,decks,balconies,exterior stairs,garages,ell roof completions,reverse gables,bump-outs, add-on units, associative roof crickets,false rake jets and soffits. While this list is not exhaustive,it does represent the most often requested additions to be provided by the Company or at least to be shown on our prints. All site installed appendages to the modular fall into three categories: .1. Those that are provided,installed and completed by the CSL. 2. Those that are provided by the Company(either as KD material or factory assembled components), installed and completed by the CSL. 3. Those that are provided by the Company(either as KD material or factory assembled components), installed by the Cl,and completed by the CSL. T.R ARNOLD&ASSOMTES,INC 4703 CHESTER DR ELKHART,W 46516 State(s) MASSACHUSETTS Accredited Evaluation and Inspection Agency TMs damment bead11e0 as 6ebg In voomrmanc' 6 ugh State eueding codes. Date JULY 10,2019 Approver of Mt d—ent doe,not aw odxe ar approve ary omb,bo or devbWe"'be re@4eme,t,of a tapb 8b6 Lar,. All information and instructions concerning the assembly,installation and completion of Company provided appendages,as well as a definition of responsibilities for each appendage will be provided within the associated Company plan and detail set for that particular modular structure. Company provided appendages must be installed per-these plans and specifications;all site work must be done in compliance with applicable building codes,and all work is subject to local inspection. t a F SITE Ftatr } } Operational radius o`crane F (45' app—o) c 4, FMMATI ON - .t L _ t -- i r - ,: c ' -E } � f t t Ciear.nrea required is EdItMV r r�dule on`rite (( (graded praveL no tread shruGs.utl330 pole ekcl' T.RARNOLD&ASSOCIATES,INC •may .} f', 4703 CNESTER DR 1-Il a ng is S 0-.r to IZ rQ$�Y)t �Mmo�54't-:t h6 dirnehM&n fi ELKHART,IN 46516 v ith the le th dad Elie�cidili b the modules beiP a variable A rough rul of': State(s) MASSAa4USErts thumb would be%the length o€module+10%as the radius that the t ansporter Accredited Evaluation and needS to access th'e site. Inspection Agency This document k c,aW as hehig is WOO—ce L 't"agCodes.JULY 10,2079umerd deu np au8�odze or appmsededAw hum%,Rqutenrenk 4 { hcaGr&Lap¢ 7 Installation Procedures IMPORTANT-PLEASE NOTE: The potential for WATER DAMAGE exists during each set and as listed in the Company INDEPENDENT CSL AGREEMENT,Section III,E. Please be aware of the following and be prepared in case of inclement weather 1. The crane will be sized according to all information provided to the Company Transportation and Installation Manager based on the size of the modules. It is important that any specific information relative to the job site layout that will prevent the crane from being located in one of the ideal locations listed in the"Site Preparation" section be communicated to the Transportation Manager. 2. The modular units will be set according to site conditions,crane location,etc. 3. The;Cl will drill holes to allow for the lifting cables to be removed once the module is set. The Cl will also ensure that blocks are placed to keep cables from damaging any windows or doors during the installation process. They will place the spreader bars and cables at intervals to safely lift modules into place. At times it may be necessary to reposition the cables due to the balance of the modules and the ship loose material contained within. Note: Spreader bars are provided by the crane. 4. The Cl is responsible for the safety of the immediate work zone during crane activities. It is both the crane operator's and the CI's responsibility to ensure that no persons enter the working zone during crane activities. r issues into lace positioning them onto the foundation. If there are ss 5. The;Cl will lift the modules and guide them p p g with the foundation being out of square,etc.,the Cl chief will coordinate with the CSL to place the modules. If the CSL or authorized representative is not onsite to coordinate,then,per the Company contract,the CI Chief and Company Representative will make the final determination and there will be no recourse to this decision. 6. At times,to achieve proper alignment,the modules may need to be adjusted. This is achieved by lifting the corner on one end to bring the opposite end into alignment. When flush,the Cl will fasten in place. 7. A come-along may be attached to the modules at the marriage wall perimeter beams to pull the modules together as deemed necessary by the CI. 8. It is the CSL's responsibility to fasten the building to the foundation. 9. The CI will fasten the floor girder beams with Company provided 1/2"bolts T from each end and 4'O.C.for the remainder. Note: 3/8"bolts, 16"from each and 32"O.C.may be used as an alternative. 10. Retbr to the approved plans for site-specific nailing,connectors,etc. 11. Follow additional installation procedures required in addition to those listed in this section. 12. The CI will complete the roof with installation of all ice and water shield,felt paper,shingles,ridge vents,and roof caps(with the exception of sealant or caulking). 13. The CI will bolt basement marriage wall beams and LVL in attic(no metal connectors). The CSL is responsible for all required metal connectors as well as the bolting of 2nd floor beams and the strapping of ceiling rims to 2nd. floor beams. This has to be done prior to sheet rock applications at these areas. 14. The Cl will temporarily weather-in modules by covering openings with felt,plastic,or CSL provided tarps(no windows installed unless contracted). CI Responsibilities 1. The Cl chief will visually inspect the foundation for defects,will measure the foundation to assure compliance with the Company supplied foundation plan,and will confirm that the pressure treated sill plates are installed per Company standards. Any defects in the foundation(including,but not limited to:foundation out of level, foundation wall cracks incorrect foundation dimensions foundation drop,or sill issues will be photographed R ) P g and attached to the Cl Report(a written description of the defects found accompanied by photographs). The CSC.will be asked to sign this report acknowledging any discrepancies found by the Cl chief. The CI will check the foundation sill plate is level and square,and the CSL will be responsible to fix or pay CI to fix sill plate inaccuracies. Note: If,in the opinion of the CI chief,the foundation is not capable of supporting the modular structure,the set will be canceled,and all appropriate resulting expenses will be assigned to the C9L. LFT.RAIRINOLD&AS50CIATPB INCLb1ART,IN a6ilAMASSACHUSEM OdheE Evaluribn aM 8b. A[ ta,a119 ba 7ba,mewwueagpa+ebeMabnaem eme,aN 2. The CI will have reviewed and understand the Site Reference Manual,the plans/details for the house to be set, will complete the CI Report and return it to the Company Representative. 3. The Cl will provide a generator for site power when onsite temporary power is not provided,and will provide tools/labor for house setting and weatherization as allowed by the structure configuration. 4. The Cl will coordinate with the crane operator,company representative,and the CSL for the spotting of the crane,trailers/modules,and onsite personnel during all installation procedures. 5. The CI will set the concrete filled steel support columns in the foundation where indicated by the plans supplied by the Company,will level the floors,and will bolt the girt. Note: If the support column concrete footings are not in place at the time of the set,the CI is prepared to install the columns;however,it will be the responsibility of the CSL to set the columns and level the floor system. The CI chief will indicate this transfer of responsibility to the CSL on the CI Report,and the CSL will be asked to sign this report at the tennination of the modular set. Final bolting of column to footing/foundation by the CSL. 6. The Cl will install any appendage that was contracted to be installed as part of the set per the SRM and associated plans. 7. The Cl will keep site clean and place all rubbish in a pile. The Company is not responsible for removing rubbish from the site. 8. Consult with the Company Transportation Manager for information illustrating average set times for typical t stn:icture types. 9. M:er the set,the Company Representative and CI Leader will inspect the house with the CSL,and will complete and sign the Modular Condition Report to be returned to the Company. 10. The Company Representative and the CSL will check/confirm the loose-shipped material to the shipping list and complete and sign the verification forms. One copy stays with the CSL,and one copy is returned to the Company. 11. The Company Representative and the CSL will review the Customer Service Policy and Material Shortage Report,and a Service Request Form is left with the CSL. 12. The CI will load tools onto the transportation equipment trailer,will pile all debris(plastic and strapping)in one location,and will retract and stack trailers for return when required. 13. The Cl chief will sign the crane work order form and return a copy to the Company. 14. The Company Representative will then leave the key(s)with the CSL. If the CSL is unavailable,the keys are left with the CSL packet,typically located in the kitchen sink. Items NOT Performed by the CI CIs will NOT be responsible for the following: T.R ABN(BD&ASSOCIATES,INC. CREIIEROR ELRIIART,Oi 10510 1. Installation of garage trusses;build on-Site roofs or site-built porch roofs. �"A "d Fp wti.� A�«aened evat�mnene Ins0eoU0n Agency 2. Removal of shipping walls and/or temporary flooring or ceiling framing. 3. Installation of sky lights. Date 5 UULYI0I"19 4. Installation of foundation I-beams and I-beam pockets. 5. Installation of sheathing strips on marriage wall floors;Cl does not install carpet,vinyl,or hardwood. 6. Installation of straps at any marriage wall doorway or opening. 7. Installation or connection of any mechanical hook-ups(plumbing,electrical,etc.) 8. Installation of insulation or insulation board. 9. Installation of dry wall of any sort. 10. The application of any sealant to shingles or any other surface other than the installation of windows. 11. The installation of doors. 12. Securing any metal connectors or connection to concrete,other than on the roof. 13. Installation or performance of any type of work that cannot be accessed from a 40'extension ladder(CSL must provide equipment or complete themselves). 14. Installation of roof boots or exhaust vents. 15. Installation of bay/bow windows and/or trapezoid windows. 16. Installation of decorative returns,false rakes and/or false eves unless contracted to do so. 17. Installation of vertical sheathing strips at marriage wall openings,installation of sheathing belly bands between first and second floor modules,or the lapping over of house wrap unless contracted to do so. 18. Fastening of second floor to first floor around perimeter per manufacturer's fastening schedule(excluding any metal connectors). 19. Installation of ship loose windows,including windows that require header installation. 9 20. The installation of drip edge. 21. The installation of decorative eaves,rakes,and returns. 22. Eaves not built will be sheathed over&graced,but not shingled in that area to allow CSL to properly install cave blocks. Items that Affect the Cost of the Set The following are items that will affect the cost of the set: T.R ARNOLD&ASSOCIATES,INC. 1703 CHESTERDR ELKHART,IN 46516 1. Staging area issues State(s) MASSACHUSETTS Accredited 2. Work restricted times Inspection Agency and Agency 3. Poor site conditions mb arcumn kh oenifledasGUI. Eac d..11 memnanc. Wm smin en®ame coeaa. 4. Power lines not properly covered or shut down Dale JULY 10.2019 asws.af am6 aa:umem eaen nd amnwgo w annme 5. Same day delivery ,em6niana aa �em`enntiemanmo 6. Not providing proper permits,police details,or street closings. 7. Cancellation not occurring before 5PM the day before will incur a charge that the CSL will be responsible for payment in full prior to the commencement of work. 8. The job being shut down by the town,city,or state officials. Contact the Company Regional Sales Manager or Operations Manager for clarification of these items and relative charges prior to the delivery of the home. COLONIAL INSTALLATION PROCEDURES ADDITIONAL CI RESPONSIBILITIES 1. ENSURES FIRESTOP AND LALLY COLUMNS ARE INSTALLED IN BASEMENT PRIOR TO SETTING OF UPPER I,,EVEL MODULES. 2. APPLY COMPANY SUPPLIED FIRESTOP OVER THE MARRIAGE JOINT BETWEEN THE FIRST FLOOR BOXES,TO BE CENTERED OVER THE MARRIAGE JOINT ACROSS THE ENTIRE LENGTH OF THE JOINT. 3. CHECK,ADJUST AND/OR REPLACE PERIMETER CEILING INSULATION THAT MAY HAVE BEEN DAMAGED DURING SHIPPING. 4. AT EACH END,MEASURE FROM OUTSIDE OF THE 2X6 SEAT TO THE FIRESTOP,AND MARK THE FIRESTOP OF WHAT WILL BE THE FACE OF THE SECOND FLOOR MARRIAGE GIRT.THESE MARKS ARE FOR REFERENCE WHEN SETTING THE SECOND FLOOR BOXES. 5. LOCATE AND PROTECT PIPES AND WIRING TO BE USED TO INTERCONNECT STACKED BOXES AT ACCESS HOLES. REMOVE CEILING SHEATHING PANELS MARKED AS ACCESS LOCATIONS BEFORE SETTING THE UPPER BOXES. 6. FEED UPPER LEVEL ELECTRICAL HOME RUNS TO THE BASEMENT THROUGH THE CONDUIT PROVIDED IN THE LOWER LEVEL WALL. 7. INSTALL THE FIRST UPPER LEVEL MODULE IN AS CLOSE ALIGNMENT AS POSSIBLE TO THE LOWER BOX,USING THE STAIRWELL AS A POINT OF REFERENCE. 8. INSTALL THE SECOND UPPER MODULE,ALIGN WITH LOWER BOX. CHECK CSL PREPARED FOUNDATION AND SILLS Cl: USE THE COMPANY PROVIDED FOUNDATION DRAWING AND CSL PROVIDED STRUCTURAL DRAWINGS TO VERIFY THE FOUNDATION DIMENSIONS AND SILL PLACEMENT. CHECK FOUNDATION PERIMETER FOR SQUARE AND LEVEL. DOCUMENT THE ITEMS CHECKED IN THE"Cl REPORT'. IF THEME ARE ISSUES WITH THE FOUNDATION BEING OUT OF SQUARE ETC.THE Cl LEADER WILL COORDINATE WITH THE CSL TO PLACE THE MODULES.IF THE CSL OR AUTHORIZED REPRESENTATIVE IS NOT ONSITE TO COORDINATE,THEN,PER THE COMPANY CONTRACT,THE Cl LEADER AND COMPANY REPRESENTATIVE WILL MAKE THE FINAL DETERMINATION AND THERE WILL BE NO RECOURSE TO THIS DECISION. 10 PREPARING THE BOX FOR LIFTING CI: ` COORDINATE WITH THE CRANE OPERATOR AND MOVE THE MODULAR BOX ONTO THE SITE. REMOVE ALL SHIPPING PROTECTION MATERIAL AND SHIPPING TIES,AND NEATLY PLACE IN ONE PILE FOR DISPOSAL BY THE CSL. NOTE:DUE TO THE COMPLEXITY OF THE ROOF,IT IS RECOMMENDED THAT WHILE UNFOLDING THE ROOF,THE COMPONENTS BE TACKED TOGETHER ENOUGH TO SAFELY BE WORKED IN AND AROUND. FINAL FASTENING OF THE COMPONENTS CAN BE COMPLETED AFTER THE BOXES ARE ALL IN PLACE AND THE ALIGNMENTS HAVE BEEN CHECKED AND ADJUSTED IF REQUIRED. CRANE TIM KNEE WALL OFF TO THE SIDE UNTIL THE BOX IS SET,AND THE ROOF IS PROPPED INTO THE RAISED POSITION. THE UPPER FLIP IS ALSO HINGED TO BE FLIPPED AFTER ITS OPPOSITE BOX IS IN PLACE. NOTE:THE SOFFITS AND FALSE DORMERS ARE SHIPPED LOOSE TO STAY WITHIN THE ALLOWABLE SHIPPING LIMITS.THE Cl IS RESPONSIBLE TO INSTALL THE LOOSE COMPONENTS PER PLANS. SUGGESTED RIGGING FOR RAISING THE MAIN ROOF (METHODS WILL VARY BETWEEN CI'S) Cl: RAISING THE MAIN ROOF SECTION MAY BE DONE ON THE TRANSPORTER OR AFTER THE BOX IS SET IN PLACE. RIG THE,ROOF FOR A 3-POINT PICK. USE A COME-ALONG AT THE CENTER POINT TO BALANCE THE 3 POINTS." POSITION THE END OF THE BOOM SO IT WILL NOT ADVERSLEY RACK THE ROOF AS IT IS BEING RAISED. NOTE: ALL PERSONEL SHOULD STAY OUT FROM UNDER THE ROOF SECTION UNTIL THE KNEE WALL IS FLOWNIN,AND THE ROOF IS SUPPORTED ON THE KNEEWALL. RAISFiG THE ROOF Cl: CAUTION:DO NOT RAISE THE ROOF SECTION MORE THAN 12"ABOVE THE FINAL SET HEIGHT;DAMAGE TO THE HINGE PLATES COULD RESULT. KNEEWALL LIFTING STRAPS Cl: POSITION A CREW MEMBER AT EACH LIFTING STRAP ALONG THE KNEEWALL. ONCE THE ROOF SECTION IS RAISED,PULL THE STRAPS TO RAISE THE TOP OF THE KNEEWALL UP INTO PLACE. 1 I KNEEWALL IN RAISED POSITION Cl: TYPICALLY THE TOP OF THE KNEEWALL IS POSITIONED ON THE RIDGE SIDE OF THE 1X3 STOP. ALIGNMENT OF THE KNEEWALL Cl: THE KNEEWALL BOTTOM PLATE IS AGAINST THE CEILING PERIMETER. THE ENDS OF THE KNEEWALL STOP ON THE LAST TRUSS, 1 BAY IN FROM THE GABLE TRUSS. ALIGN'I'IID KNEEWALL STUDS ABOVE THE BOTTOM CHORDS OF THE TRUSSES. SITE FASTEN THE KNEEWALL SHOE TO THE BOTTOM CHORDS WITH 3-16d(MINIMUM)TOE NAILED 2 ON ONE SIDE OF THE STUD AND I ON THE OTHER SIDE. T1t.ARNOLD&ASSO(3ATES,INC 4703 CHESTER DR ELKHART,IN 46516 State(s) MASSACHUSETTS 'Accredited Evaluation and Inspection Agency 1 1 This doament b celllfled as bebg Io emtormance w6h Slate BUBNog Codes. pate JULY 10,2019 Agg, A001,doc—t doesnat,&N ,w."mvs ' any omivebn oe OeNalbn 6omlbe mqutremenb of an�:abM#aln Laea. FASTENING OF THE TOP OF THE KNEEWALL Cl: NOTE:THE TOP OF THE KNEEWALL MAY NEED TO BE MOVED ALONG THE SLOPE OF THE TOP CHORD TO STRAIGHTEN THE ROOF BETWEEN THE RIDGE AND THE HINGE JOINT. TEMPORARILY TACK THE KNEEWALL TO THE TRUSS TOP CHORDS. ALIGN THE KNEEWALL STUDS WITH THE TRUSS TOP CHORDS. AFTER TBE BOXES ARE SET AND THE ROOF SLOPE IS ALIGNED FASTEN THE KNEEWALL PLATE TO THE BOTTOM OF THE TOP CHORDS WITH 3/16d(MINIMUM)TOE NAILED 2 ON ONE.SIDE OF THE STUD AND 1 ON THE OTHER SIDE. T.RARNOLD AS.Sa7A7E4s INC. 610]c11SnKRDa k BLKIIAHI,WR 16 fA�� SITE APPLICATION OF THE GABLE PANELS AaredtteA Evaluation and InW,6 on A9anq Tab 6o°i .aMe6x WMnawMmake Cl: —Sbh-.m lobes. Date JMY 10,2M9 INSTALL THE GABLE END PANELS.VERTICAL END OF THE GABLE SHOULD BE 1/2"TO THE RIDGE SIDE OF THE CEILING PERIMETER. TACK THE GABLE IN PLACE;FINAL FASTENING SHOULD BE DONE AFTER THE ROOF SLOPE HAS BEEN ALIGNED. FINAL FASTEN THE GABLE SHOE TO THE GABLE TRUSS BOTTOM CHORD WITH 16d COMMON NAILS(a.) 16"O.C. FINAL FASTEN THE PERIMETER GABLE SHEATHING TO THE GABLE TRUSS WITH 8d COMMON NAILS AT 6"O.C. TOP OF GABLE FASTENING Cl: TACK THE TOP OF THE GABLE IN PLACE. ONCE THE BOXES ARE SET AND THE ROOF SLOPE IS ALIGNED FROM RIDGE TO HINGE JOINT,FASTEN GABLE SHEATHING TO GABLE TRUSS WITH 8d COMMON NAILS @ 6"O.Q. SUGGESTED RIGGING FOR BOXES 50' OR LESS IN LENGTH Cl: BOXES 50'OR LESS IN LENGTH REQUIRE 2 LIFTING SLINGS TYPICALLY LOCATED AT QUARTER POINTS OF THE'BOX LENGTH. (LENGTH OF BOX/4=DISTANCE IN FROM EACH END OF BOX FOR THE SLING PLACEMENT. FOR EXAMPLE,A 38'BOX/4=9'-6" TO MEASURE IN FROM EACH END OF FOR THE SLING LOCATIONS). NOTE:BEFORE PREPPING FOR THE FINAL SLING LOCATIONS CHECK THAT THEY ARE A MINIMUM OF 12"AWkAY FROM BUTT JOINTS IN THE INNER OR OUTER RIM JOISTS. SLINGS TOO CLOSE TO BUTT JOINTSIIN THE RIM JOIST MAY RESULT IN THE SLING TEARING THROUGH THE RIM UNDER THE LOAD OF THE BOX. FIRST,BOX PLACEMENT Cl: LAYOUT ALIGNMENT LINES ON THE SILLS TO AID IN PLACING THE 1ST BOX. LOCATE THE CENTER OF THE MARRIAGE JOINT. NOTE:OFFSET 1/2"EACH SIDE OF THIS LINE FOR THE FACE OF THE(2)2X12 MARRIAGE GIRT. IF APPLICABLE, CAREFULLY RELEASE THE ELECTRIC PANEL AND OR WIRE HARNESS FROMlTHE END OF THE MODULAR BOX AND LOWER IT INTO THE FOUNDATION. DO ' NOT DAMAGE THE WIRING HARNESS 1ST BOX PLACED Cl: ALIGN THE FACE OF THE(2)2X12 MARRIAGE GIRT WITH THE LAYOUT LINES ON THE GABLE SILLS. ALIGN;THE BOX GABLE ENDS WITH THE GABLE SILLS AND SET THE LALLY COLUMNS. IF INSTALLING LALLY,COLUMNS LATER,SET TEMPORARY T-POSTS AT 10' TO 12'O.C.MAXIMUM SPACING ALONG THE MARRIAGE GIRT(POSTS MUST BE SUPPORTED ON THE COLUMN FOOTINGS). SET T-POSTS PLUMB AND 12 POSITIONED SO THEY WILL ALSO SUPPORT THE MARRIAGE GIRT OF THE NEXT BOX. RELEASE RIGGING AND PREPARE THE NEXT BOX FOR PLACEMENT RAISE THE 2ND BOX ENOUGH TO ALLOW MOVEMENT TO ALIGN THE BOXES. ALIGNMENT PRIORITIES: T.R ARNOLD&ASSOCIATES,INC. 1. STAIRWELL BETWEEN BOXES. °'°'�sDR II,KHART,IN 46516 2.MARRIAGE WALL OPENINGS State(s) MASSACHUSETTS 3. GABLE ENDS OF THE BOXES Accredited ion Agency and Inspection Agency WHEN BOXES ARE ALIGNED DRAW THE BOXES TIGHT TOGETHER WITH THE COME-ALONGS. sM We e°Itlbg Codes. Date JULY 10,2019 Apym+mabb doamum Aase na vanodae or appmw any o,Won a deHmbn bom be wq°tanmmea CORNER PULL PLATES k.w Sloe La.°_ MAY I.JSE NAIL PLATES OR OTHER APPROVED METHODS AND COME A LONG PLACkMTNT Cl: ONE METHOD IS TO USE A COME—ALONG AND PULL PLATES LOCATED ACROSS THE FLOOR FRAMING. PLACING THEM ABOVE THE FLOOR FRAMING COULD DAMAGE THE BOX. LOWER THE 2ND BOX INTO PLACE Cl: WITH THE 2ND BOX STILL DRAWN TIGHT AGAINST THE 1ST BOX. KEEP TITE COME-ALONG TIGHT AS THE CRANE LOWERS THE 2ND BOX MARRIAGE GIRT DOWN TO THE SILLS. DO NOT RELEASE THE COME-ALONG UNTIL THE LIFTING CABLES ARE PULLED FROM BETWEEN THE BOXES GIRT ALIGNMENT,BOLTING,LEVELING AND COLUMN PLACEMENT GIRT ALIGNMENT AND BOLTING WHEN STICK FRAMING,IF THE GIRT IS HIGH OR LOW BY A 1/4"IN 48" (NOT NOTICABLE WITHOUT A TRANSIT AND ACCEPTABLE UNDER NORMAL BUILDING PRACTICES),THE CONSTRUCTION ABOVE THE FLOOR IS SET PLUMB AS IT IS ERECTED AND WILL NOT BE A PROBLEM. THE STRUCTURAL PARTS OF THE FOLDING ROOF ARE SIZED TO CORRECTLY ALIGN THE ROOF FINISH SLOPE AND PITCH RELATIVE TO THE FLOOR OF ITS BOX. WITH MODULAR BOXES A LOW OR HIGH GIRT TWISTS THE BOXES. THIS TWIST IS PROGRESSIVE FROM THE BOTTOM OF THE GIRT UP TO THE RIDGE.A HIGH GIRT WITH THE SAME 1/4" IN 48"TRANSLATES TO HAVING THE GIRT 7/8"HIGHER THAN THE SILL SIDE OF A 13'-9 1/2". WIDE BOX.THIS 7/8"HIGH AT THE GIRT TWISTS THE BOXES AND OPENS THE RIDGE OF A 6/12 RANCH ROOF 2" APART. THE SAME 7/8"ON A STACKED 4 BOX WITH A 6/12 PITCH SPREADS THE RIDGE 3" APART. TO GET THE RIDGES TOGETHER YOU MUST PAD BETWEEN THE RIDGES TO MAINTAIN THE 6/12 PITCH. IF THE GIRTS ARE LOW THE TOPS OF THE BOXES WILL HIT BEFORE THE GIRTS CAN COME TOGETHER CAUSING A GAP BETWEEN THE GIRTS THAT MUST BE SHIMMED SOLID BETWEEN BEFORE YOU APPLY THE GIRT BOLTS. ALSO,THE RIDGES WILL HIT BEFORE THEY CAN FLATTEN TO ALIGN WITH THE LOWER 6/12 SLOPE OF THE TRUSS.THE UPPER FLIPS WILL NEED TO BE SHORTENED ON EACH SIDE OF CENTER TO ALIGN WITH THE LOWER ROOF SECTIONS. IT IS TTME WELL SPENT TO LEVEL THE GIRT BEFORE MOVING UP TO THE ROOF OR UPPEh BOX SETTING. ALIGN THE FLOORS OF EACH BOX THROUGH ALL MARRIAGE WALL OPENINGS: STARTING AT ONE END OF THE GIRT,USE A HYDRAULIC JACK AND TEMPORARY POST TO JACK ONE MARRIAGE GIRT TO ALIGN WITH THE OPPOSITE MARRIAGE GIRT. DRILL AND INSTALL THE GIRT BOLTS,NUTS AND WASHERS PER PROVIDED DETAILS. AT EACH BOLT LOCATION, SHIM SOLID BETWEEN THE MARRIAGE GIRTS BEFORE TIGHTENING THE BOLTS. SHIMMING IS REQUIRED BECAUSE THE BOLTS WILL NOT PULL THE MODULAR BOXES TOGETHER,THEY WILL ONLY PULL THE MARRIAGE GIRTS AWAY FROM THE ENDS OF THE JOIST. NOTE:WHEN YOU ARE UNDER OPENINGS THROUGH THE MARRIAGE WALL,HAVE SOMEONE USE A STRAIGHT EDGE ON THE FLOOR ABOVE TO ALIGN THE BOXES. THIS PROCESS IS TO ALIGN THE 13 FLOORS BETWEEN BOXES ONLY.THE LEVELING OF THE GIRT AND LALLY COLUMN PLACEMENT PROCEDURE IS BELOW. LEVEL THE MARRIAGE GIRT AND SET THE LALLY COLUMNS IF NOT DONE INSTEAD OF TEMPORARY T-POSTS SET UP A LASER LEVEL IN THE BASEMENT AND SET THE RANGE INDICATOR FROM THE BOTTOM OF THE FLOOR SHEATHING AT THE MARRIAGE END OF THE BOX. CHECK THIS SETTING AT THE OPPOSITE END OF THE BOX NEAR THE MARRIAGE GIRT. ALSO,CHECK THE FLOOR HEIGHT ALONG THE EAVE SIDES OF THE FLOOR. ALL OF THESE READINGS SHOULD BE THE SAME IF THE SILLS ARE LEVEL. APPLY A STRIP OF 6"WIDE SILL SEALER AS AN AIR GASKET CENTERED OVER THE MARRIAGE JOINT. LOCATE AND APPLY 2X8 FIRESTOP; START AT ONE END AGAINST THE SILL AND FIT THE 2X8 CENTERED ALONG THE 2X8 OVER THE SILL SEALER UP TO THE FIRST TEMPORARY JACK POST. FASTEN THE 2X8 WITH 2 ROWS OF 16d COMMON NAILS AT 16"O.C. LEVEL THE GIRT. SET UP THE HYDRAULIC JACK AND TEMPORARY POST UNDER THE 2X8 FIRESTOP ABOUT A FOOT OFF FROM THE REQUIRED LALLY COLUMN LOCATION. NOW,MOVE THE RANGE INDICATOR NEAR THIS COLUMN LOCATION AND JACK THE GIRT UP OR DOWN UNTIL IT IS LEVEL. LOCATE THE COLUMN BASE AND CAP(SPRINGFIELD PLATE);DETERMINE THE COLUMN LENGTH ALLOWING FOR THE THICKNESS OF THE BASE AND CAP. MARK THE COLUMN(ADD 1/8"TO ALLOW FOR SOME SETTLING). CUT TO LENGTH. INSTALL THE COLUMN AT THE REQUIRED LOCATION, SET COLUMN ON THE BASE PLATE,PLACE THE CAP ON THE COLUMN AND TIP THE COLUMN INTO PLACE. POSITION THE COLUMN CAP WITH THE 8"DIMENSION ACROSS THE GIRT WIDTH. PLUMB THE COLUMN. RELEASE THE JACK AND LAG THE COLUMN CAP TO THE GIRT. REPEAT THESE STEPS AT EACH COLUMN LOCATION. THE CSL IS TO SECURE THE BOTTOM OF THE COLUMNS TO RESIST LATERAL LOADS. EMPORTANT NOTE: THE TEMPORARY T—POSTS(IF USED)WILL NOT CARRY THE ADDITIONAL LOAD OF THE STACKED BOXES.THE LOWER BOXES OF STACKED BOX BUILDING MUST BE LEVELED AND COLUMNS MUST BE PROPERLY SET ON THE PROPER SIZED FOOTINGS IN THE PROPER LOCATIONS(SEE SCHEDULE 40 COLUMN LOCATIONS)BEFORE SETTING THE UPPER BOXES.THE UPPER BOXES MUST BE SET ON LEVEL LOWER BOXES.THERE IS NO ACCESS FOR LEVELING THE SECOND FLOOR MARRIAGE GIRT AFTER THE UPPER BOXES ARE SET. PREPARE FOR SETTING UPPER BOXES CEILING MARRIAGE RIM FASTENING Cl: SITE APPLY TIID FIRESTOP AT EACH END OF THE FRONT MODULAR BOX. MEASURE AND PUT A MARK 5-1/8"IN FROM THE OUTER FACE OF THE BUILDING. CHALK A LINE BETWEEN THE MARKS TO ALIGN THE EDGE OF THE FIRESTOP. ALIGN THE FIRESTOP WITH THE CHALK LINE CENTERED OVER THE CEILNG MARRIAGE RIMS. FASTEN THE FIRESTOP TO THE RIMS WITH 2 ROWS OF 16d COMMON NAILS AT 8"O.C. ALTERNATE FIRESTOP 2X12,SYNGLE LAYER,TIGHT BUTT JOINTS, SAME FASTENING. T.R ARNOLD&ASSOCIATES,INC. 4703 C1(ESTER DR FASTEN THE FIRESTOP TO EACH CEILING JOIST w/ EL$ttAR 316 State(c) MASSACMUACftUSEfTS (1) 16d NAIL,EACH SIDE Accredited `Inspect ion gencyand nis dmumed b cedtled as eebg In codmmancs u0h State B""'Codes. Date JULY 10,2019 App-W.Nb dncumed does nd aulhpae or approve CHECK AND REPAIR THE EAVE SILL SEALER ON THE 2X6 EAVE SEATS,IF REQUIRED. anypmbbnmdeN tlpn mm Me mgdremevbd �"eodea- REFER TO THE PROVIDED PLANS TO LOCATE ACCESS POINTS FOR UTILITY CONNECTIONS BETWEEN LOWER AND UPPER MODULAR BOXES. CHECK THAT WIRES AND PIPING WILL NOT BE DAMAGED WHEN SETTING THE UPPER BOX. 14 MARK THE ENDS OF THE FIRESTOP FOR THE CENTER OF THE MARRIAGE JOINT. OFFSET A MARK 1/2" TO THE;SIDE OF CENTER ON THE SIDE THE FIRST UPPER BOX WILL SET. SETTING THE FIRST UPPER MODULAR BOX CI: RIG THE FIRST UPPER BOX FOR LIFTING ONTO THE LOWER BOXES. CHECK FOR WIRES AND/OR PIPING UNDER THE UPPER BOX,AND FEED THEM INTO THEIR CORRESPONDING ACCESS POINT(S). ALIGN THE FACE OF THE UPPER BOX MARRIAGE RIM WITH THE ORFFSET MARKS AT THE CENTER ENDS OF THE FIRESTOP. ALIGN THE BOX GABLE ENDS WITH THE GABLE ENDS OF THE LOWER BOX. WITH THE FIRST UPPER BOX SET AND ALIGNED,FASTEN THE UPPER RIM TO THE FIRESTOP W/16d COMMON NAILS TOE-NAILED AT 8"O.C.THE LENGTH OF THE BOX. SETTING THE SECOND UPPER BOX CORNER PULL PLATES AND COME-A-LONG PLACEMENT CL• ONE METHOD IS TO USE A COME-A-LONG AND PULL PLATES LOCATED ACROSS THE FLOOR FRAMING, PLACING THEM ABOVE THE FLOOR FRAMING COULD DAMAGE THE BOX. LOWER THE SECOND UPPER BOX INTO PLACE CI: WITH THE UPPER BOX STILL DRAWN TIGHT AGAINST THE FIRST BOX,KEEP THE COME-A-LONG TIGHT AS THEtRANE LOWERS THE SECOND UPPER BOX MARRIAGE GIRT DOWN TO THE FIRESTOP. DO NOT RELEASE THE COME-A-LONG UNTIL THE LIFTING CABLES ARE PULLED FROM BETWEEN THE BOXES. CSL: FASTED THE UPPER EXTERIOR RIM TO THE 2X6 SPACER W/16d COMMON NAILS TOE-NAILED AT 8"O.C. THE LENGTH OF THE BOX. CLOSING AND ALIGNING THE ROOF HINGED TRUSS DUE TO THE COMPLEXITY OF THE ROOF,IT IS RECOMMENDED THAT WHILE UNFOLDING THE ROOF, THE COMPONENTS BE TACKED TOGETHER ENOUGH TO SAFELY BE WORKED IN,ON,AND AROUND. FINAL FASTENING OF THE COMPONENTS CAN BE COMPLETED AFTER THE BOXES ARE ALL IN PLACE AND THE ALIGNMENTS HAVE BEEN CHECKED.AND ADJUSTED IF REQUIRED. BEFORE CLOSING THE ROOF AT THE RIDGE,CRANE THE FACTORY SUPPLIED COLLAR TIES,ATTIC DRAFTS MATERIAL,ETC.INTO THE ATTIC SPACE. HINGED SOFFIT TABS ARE BENT ONTO SOFFIT FOR SHIPPING,STRAIGHTEN THE TABS AT SITE. CI: GENTLY TURN DOWN THE HINGED SOFFIT(WHERE APPLICABLE)FRONT AND REAR. NOTE:DROPPING THE SOFFIT MAY RESULT IN STRETCHING THE HINGE STRAPS MAKING IT MORE DIFFICULT TOO STRAIGHTEN AND ALIGN THE SOFFIT. WITH THE SOFFIT DOWN, STRAIGHTEN AND ALIGN THE SOFFIT BY CHECKING THE ALIGNMENT OF THE ROOF SLOPE AND THE STRAIGHTNESS OF THE FASCIA., . - T.R ARNOLD&ASSOCIATES,INC 4703 CHESTER DR . ELKHART,IN 46516 State(,) MASSACHUSETTS Accredited Evaluation and Inspection Agency Thh dommenl a oedpled as be.91.coolmmaoce Wh SMe BUBdlo9 Cadex 15 Date DULY 10,2019 AppmM d ft dowmmtd-note odie o,aomove any omksbe or&v Abe eom Me"gWemeab 0 a case sea 1ac. HINGED SOFFIT ROOF SHEATHING FASTENING Cl: BE SURE THE SOFFIT AND FASCIA ARE PROPERLY ALIGNED BEFORE FASTENING. TO CORRECT ANY MISALIGNMENT WILL REQUIRE SUBSTANTIAL DEMOLITION AND RECONSTRUCTION. FASTEN THE SOFFIT ROOF SHEATHING WITH(3)8d COMMON NAILS AT EACH TRUSS TOP CHORD. CHECK THE ICE AND WATER SHIELD MEMBRANE ALONG THE FOLD THAT IT LAYS FLAT AND IS NOT DAMAGED. IF DAMAGED,REPAIR WITH THE COMPANY SUPPLIED ICE AND WATER MEMBRANE. MAINTAIN A POSITIVE DRAINAGE PLANE DOWN THE SLOPE OF THE ROOF. CLOSE THE ROOF AT THE RIDGE Cl: RIG THE UPPER FLIP AT THE RIDGE SIMILAR TO THE 3 POINT PICK USED TO OPEN THE MAIN ROOF SECTIONS. GENTLY FLIP THE PANEL INTO POSITION. REPEAT THE PROCEEDURE ON THE OPPOSITE ROOF.ALIGN THE RIDGE BOARDS T.R ARNOLD&ASSOCIATES,INC 4703 CWSTER DR ELEIIART,IN 46516 GABLE AND RIDGE ALIGNMENT S`a`cc iced Evaluation Accredited Evaluation and CI. Inspection Agency Thk tlocumant k ced16ed as being in conformance ALIGN GABLE PANEL WITH THE UPPER FLIPS 'g`o Date JULY 10,2019 pDDrovalalM4 Document does rro1 auMaRe ar ae°ron any amksM or DeNalbn hom dte re,unmenk d a %&e ZU Lacs. ALIGN RIDGES AND FASTEN Cl: ALIGN THE BOTTOM OF THE RIDGES. AND FASTEN WITH 7/16"PLYWOOD COLLAR TIE NEAR RIDGE w/(3) 10d NAILS EACH END EVERY OTHER RAFTER. BEFORE COMPLETING THE FINAL ROOF FASTENING,ALIGN THE ROOF SLOPES II Cl: ALIGN THE ROOF SLOPE ACROSS THE HINGE JOINT TO THE RIDGE. THE TOP OF THE KNEEWALL MAYBE;MOVED IN OR OUT SLIGHTLY TO RAISE OR LOWER THE MID RIDGE MISALIGNMENT CAN BE CAUSED BY THE FOUNDATION AND/OR THE MARRIAGE GIRT NOT BEING LEVEL. FOR EXAMPLE: IF THERE IS A HIGH SPOT IN THE FOUNDATION ALONG THE EAVE SIDE,THE RIDGES IN THAT AREA WILL COME TOGETHER MORE THAN THE REST OF THE ROOF. THIS USUALLY CREATES A HIGH RIDGE AND A LOW MID RIDGE LEAVING A DIP IN THE ROOF SLOPE. A LOW SPOT IN THE FOUNDATION ALONG THE EAVE SIDE WILL CAUSE THE RIDGES TO DROP MAKING THE MID RIDGE APPEAR TO HIGH. A MARRIAGE GIRT THAT IS SET HIGHER THAN THE EAVE SIDE RIMS WILL CAUSE THE RIDGES TO INTERSECT TOO LOW MAKING THE MID RIDGE APPEAR TO BE TO HIGH.IF THE MARRIAGE GIRT IS LOWER THE RIDGES WILL COME TOGETHER TO SOON.THIS WILL RESULT IN THE RIDGE LOOKING TOO HIGH AND THE MID RIDGE LOOKING TOO LOW. SOME 1.RUSSES HAVE AN EXTRA 1/2" SHIM ON THE RIDGE THAT CAN BE REMOVED TO ALLOW THE RIDGE TO ALIGN WHEN THE TOP FLIPS COME TOGETHER TOO SOON;HOWEVER,GABLE PANELS MAY HAVE TO BE ADJUSTED AS A RESULT. MAKE PROPER ADJUSTMENTS TO ALIGN THE ROOF BEFORE COMPL,ETEING THE FINAL FASTENING OF THE ROOF SYSTEM. CSL: THE CI IS RESPONSIBLE TO ADEQUATELY SECURE THE STRUCTURE WITH ENOUGH FASTENING FOR THE BUILDING TO BE SAFELY WORKED IN AND AROUND ON THE DAY OF THE SET. AFTER THE SET, IT IS TlgE CSL'S RESPONSIBILITY TO BE SURE THE ROOF IS ALIGNED PRIOR TO FINAL FASTENING, AND Al L FINAL FASTENING IS PERFORMED BY THE CSL ONCE ROOF IS ALIGNED. 16 1 REQUIRED SITE FASTENING IN THE ATTIC SECURE TOP OF GABLE PANEL Cl: BLOCK/SHIM GABLE PANELS AS NECESSARY AND FASTEN GABLE PANEL TO END TOP CHORD w/16d @ 12"O.C. SECURE THE TOP OF THE KNEEWALL Cl: AFTER THE ROOF SLOPE HAS BEEN ALIGNED,FASTEN THE KNEEWALL TOP PLATE TO THE HINGED TOP CHORD WITH(3) 16d,TOE NAILED AT EACH CHORD(2 ON ONE SIDE/1 ON THE OTHER)MINIMUM. NOTE THE KNEEWALL STUDS SHOULD ALIGN WITH THE TOP CHORDS. ATTIC FIRE STOP AND PERIMETER BOLTING Cl: SECURE THE KNEEWALL SHOE TO THE BOTTOM CHORDS WITH(3) 16d,TOE NAILED AT EACH CHORD(2 ON ON17 SIDE/1 ON THE OTHER)MINIMUM. NOTE THE KNEEWALL STUDS SHOULD ALIGN WITH THE BOTTOM CHORDS. SPECIAL NOTE:THE CSL IS RESPONSIBLE TO FASTEN ALL LVL BEAMS AT THE MATELINE w/EITHER: 3/8"LAlJS @ 32" O.C.OR, 1/2"LAGS @ 48"O.C. INSTALL 2X4 ATTIC FIRESTOP FROM GABLE PANEL TO GABLE PANEL. SET THE ATTIC FIRESTOP ON THE SHOP APPLIED GASKET MATERIAL AND FASTEN WITH 2 ROWS OF 16d @ 16"O.C. SITE FASTENING,ROOF SHEATHING,AND SHINGLE APPLICATION COMPLETE THE SITE SHEATHING FASTENING AT FLIP JOINTS OF THE ROOF Cl: AFTER THE ROOF SLOPE HAS BEEN ALIGNED,FASTEN UPPER FLIP SHEATHING TO MID RIDGE,THEN FASTEN THE SOFFIT SHEATHING TO THE FIXED TOP CHORDS. FASTEN UPPER FOLD SHEATHING TO MID RIDGE Cl: AFTER jTHE ROOF SLOPE HAS BEEN ALIGNED,TOE NAIL THE UPPER FOLD SHEATHING TO THE MID RIDGE',WITH 8d @ 6"O.C.ALONG THE MID RIDGE. ADD OR REPAIR ANY DAMAGED ICE&WATER SHIELD UNDERLAYMENT ALONG THE MID RIDGE JOINT. MAINTAIN A POSITIVE DRAINAGE PLANE DOWN THE ROOF SLOPE. FASTkN HINGED TOP CHORD SHEATHING Cl: AFTER,THE ROOF SLOPE HAS BEEN ALIGNED,FASTEN HINGED TOP CHORD SHEATHING TO THE FIXED TOP CHORDS WITH 1/8d EACH TRUSS. REPAID.ANY DAMAGED ICE&WATER SHIELD UNDERLAYMENT ALONG THE HINGE JOINT.MAINTAIN A POSITIVE DRAINAGE PLANE DOWN THE ROOF SLOPE. FASTEN THE SOFFIT SHEATHING Cl: AFTER THE ROOF SLOPE HAS BEEN ALIGNED, FASTEN THE SOFFIT SHEATHING TO THE FIXED TOP CHORDS WITH(3)8d EACH TRUSS. REPAIR_ANY DAMAGED ICE&WATER MEMBRANE ALONG THE FLIP RIDGE JOINT.MAINTAIN A POSITIVE DRAINAGE PLANE DOWN THE ROOF SLOPE. - .. T.RARNOID&A880(9ATW,RIC 1116 CHUTM DR ELKHART,"I e651b Shle(s) MASSACHUSETTS 17 Accud]W EvW.ftnand Inspection Agency i Ies Eeuvnti is c,16E u h6g n vabmate . Mnsh,DJJrq Co4a OM, JULY ip,W19 4eiwLoievmomeNmva SITE APPLY THE BALANCE OF THE ROOF SHINGLES CI: INSTALL ROOF SHINGLE COURSE AT ROOF HINGE LINE AND HINGED EAVE LINE,AND UPPER FLIP LINE. NOTE:THE 1ST SHOP APPLIED COURSE ABOVE THE SITE APPLIED COURSES ARE FASTENED HIGHER THAN THE MANUFACTURERS SPECIFICATIONS TO ALLOW THE TOP SITE APPLIED COURSE TO SLIDE UP INTO PLACE.THE CI SHALL ADD FASTENERS TO THE IST SHOP APPLIED COURSE PER THE MANUFACTURERS SPECIFICATIONS AFTER EACH TOP COURSE OF SITE APPLIED SHINGLES ARE IN PLACE. HOLD'IT E END FASTENERS IN AT LEAST 5"IN FROM THE EDGE OF THE ROOF TO ALLOW FOR THE CSL APPLIED 5"METAL DRIP EDGE ALONG THE GABLE SLOPE. SITE APPLIED ROOF SHINGLES CI: INSTALL ROOF SHINGLE COURSE AT ROOF HINGE LINE,HINGED EAVE LINE,AND UPPER FLIP LINE. APPLY RIDGE VENT AND SHINGLE CAP CI: APPLY RIDGE VENT PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS. RIDGE VENT, SHINGLE CAPS,AND RIDGE CAP NAILS SHIPPED LOOSE FOR SITE APPLICATION. SITE APPLICATION OF GABLE SHEATHING INSERTS SCRIBE TO FIT THE GABLE TA ARNOLD&ASSOCIATES,INc 4703 CHESTER DR SHEATHING ELRRART,IN46316 State(s) MASSACHUSETTS Cl: Accredited Evaluation and LOCATE THE GABLE SHEATHING; SCRIBE TO FIT THE OPENING IN TIM GABLE END. '^spec"°^Agency T...... b Damns-a.exec b ooebamaece wn scat.aae-bc CO.. Date JULY 10,2019 GABLE SHEATHING FASTENING A..oama meow em-ro.nmauu.a e.a ae...e any entivebn o-eMafba mpm Me eatemenm al a taeb Stab laws. Cl: DUE TO MOST SITE CONDITIONS THE CI WILL ONLY TACK SHEATHING IN PLACE. CSL: FINISH FASTENING THE GABLE SHEATHING WITH 8d NAILS AT 6"O.C. AROUND THE PERIMETER AND 12"O.C.INTERMEDIATE. INSTALLATION OF ROOF COMPONENTS 1. ROO'.F COMPONENTS AND PANELS ARE SHIPPED LOOSE FOR SITE INSTALLATION BY THE CI. 2. ENSURE REQUIRED SUPPORT FOR COMPONENTS AND PANELS ARE IN PLACE,INCLUDING ANY NECESSARY TEMPORARY SUPPORT POSTS/WALLS. 3. FOLLOW ALL FASTENING AS DESCRIBED IN THE SECTIONS PERTAINING TO THE COMPONENT/PANEL BEING INSTALLED. SETTING THE FALSE DORMERS: CI: CRANE THE A DORMER ONTO THE ROOF TO THE LOCATIONS SHOWN ON THE PLANS.THE FACE OF THE DORMER GABLE WALL SHOULD BE TIGHT AGAINST THE LOWER HEADER OF THE ROOF OPENING.THE DORMER CHEEK WALLS SHOULD BE PARALLEL WITH THE TRUSSES AT EACH SIDE OF THE DORMER PLACEMENT. FASTEN FALSE DORMERS TO THE ROOF: Cl: WITH THE DORMERS PROPERLY ALIGNED,FASTEN THE DORMER COMPONENT SLEEPERS TO ROOF TRUSSES/SOLID BLOCKING WITH 16d COMMON NAILS AT 4"O.C. ALONG ENTIRE SLEEPER,INCLUDING ROOF VALLEYS,AND(3)LAG SCREWS ALONG EACH SIDE WALL. 18 ICE & WATER MEMBRANE APPLICATION Cl: CAREFULLY REMOVE THE BOTTOM GABLE AND CHEEK TRIM BOARDS THAT ARE TACKED TO THE DORMER. AND SET THEM ASIDE TO BE RE-INSTALLED BY THE CSL AFTER THE SHINGLING IS COMPLETE. LOOSEN THE BUILDING WRAP THAT WAS BEHIND THE TRIM BOARDS SO THE ICE&WATER MEMBRANE AND FLASHINGS CAN BE TUCKED UNDER THE BUILDING WRAP. APPLY'FHE ROOF SHINGLES AT THE SOFFIT FOLD JOINT. APPLY GABLE ICE & WATER MEMBRANE: Cl: LOCATE THE 18"WIDE VYCOR MEMBRANE,ROLL OUT,AND CUT A PIECE EQUAL TO THE WIDTH OF THE DORMER,PLUS 12". BEFORE REMOVING THE BACKING PAPER FIT THE PIECE CENTERED ON THE GALE WALL OF THE DORMER,TUCKED TIGHT AGAINST THE BOTTOM OF THE SIDING AND CORNERS. CREASE IT ALONG THE LINE BETWEEN THE DORMER GABLE FACE AND THE ROOF SLOPE. AT THE INTERSECTION OF THE GABLE WALL,CHEEK WALL,AND THE ROOF SLOPE,MAKE A CUT AT A 450 ANGLE UP TO THE CORNER OF THE VYCOR. REMVOE THE BACKING AND APPLY THE VYCOR. CUT AND APPLY ICE &WATER MEMBRANE BOWTIES: Cl: CUT OUT TWO BOWTIES FROM THE VYCOR. REMOVE THE BACKING FROM THE BOWTIE AND STRETCH IT AROUND THE CORNER OF THE CHEEK AND GABLE WALL TO HELP SEAL THE FRO 450 CUT IN THE MEMBRANE. CHEEK ICE & WATER MEMBRANE: Cl: TAKE A MEASUREMENT ALONG THE ROOF SLOPE PARALLEL TO THE CHEEK WALL FROM THE BOTTOM EDGE OF THE GABLE MEMBRANE TO THE TOP OF THE FASCIA. CUT TWO PIECES OF THE 18"WIDE VYCOR MEMBRANE EQUAL TO THE MEASUREMENT. DRY FIT THE VYCOR ALONG THE CHEEK. CUT THE TOP TO SLIDE UP UNDER THE SOFFIT AND FASCIA. HOLD THE TOP EDGE TIGHT AGAINST THE BOTTOM OF THE CHHEK SIDING. CREASE IT ALONG THE LINE OF THE CHEEK AND THE ROOF SLOPE. REMOVE THE BACKING AND APPLY THE VYCOR UNDER THE BUILDING WRAP AGAINST THE CCHEEK AND TO THE ROOF SLOPE. CAREFULLY MAKE A SLICE IN THE CHEEK VYCOR FROM THE INTERSECTION OF THE GABLE WALL,THE CHEEK WALL,AND THE ROOF SLOPE UP AT 90°TO THE ROOF SLOPE(DO NOT DAMAGE THE BOWTIE BELOW WHEN MAKING THIS SLICE). FOLD THE TOP EDGE AROUND ONTO THE GABLE FACE;REPEAT FOR THE OPPOSTE CHEEK. VALLEY ICE & WATER MEMBRANE: Cl: LOCATE THE 36"WIDE ICE&WATER MEMBRANE. ROLL OUT AND CUT A PIECE EQUAL TO THE LENGTH OF THE.VALLEY PLUS 24". DRY FIT THE ICE&WATER MEMBRANE CENTERED ON THE VALLEY LINE, EXTEND 12"PAST THE RIDGE AND BEYOND THE FASCIA.FOLD THE MEMBRANE ALONG THE VALLEY LINE AND REMOVE THE UPPER BACKING. CAREFULLY(TO AVOID BUBBLES AND WRINKLES)ROLL THE MEMBRANE ONTO THE ROOF SURFACE. FOLD THE LOWER HALF OF THE MEMBRANE ONTO THE ROOF SLOPE AND REMOVE THE LOWER BACKING. CAREFULLY MAKE A TIGHT CREASE ALONG THE VALLEY LINE AS YOU ROLL THE MEMBRANE ONTO THE DORMER ROOF SLOPE. AT THE BOTTOM,SLICE THE MEMBILANE ALONG THE EDGE OF THE DRIP EDGE TO THE ROOF SLOPE. LAY THE CUT PORTION OVER THE CHEEK MEMBRANE. AT THE TOP,AT THE INTERSECTION OF TIID DORMER RIDGE AND VALLEY, MAKE A SLICE ALONG THE VALLEY CENTERLINE OUT TO THE TOP EDGE OF THE VALLEY MEMBRANE. FOLD THE MEMBRANE OVER THE DORMER RIDGE ONTO THE OPPOSITE DORMER SLOPE AND FOLD IT INTO THE OPPOSITE VALLEY. REPEAT THE PROCESS FOR THE OPPOSITE VALLEY MEMBRANE. FLASHING AND SHINGLE APPLICATION CI: FLASHING AND SHINGLE APPLICATION RESPONSIBILITIES ARE SUBJECT TO THE ORDER T.RARN 47 CH STER DR ES INC. a70.1 Cf�S1'ER DR II t�tA SPECIFICATION. C US State(s) masSacrtusErrs Accredited Evaluation and Inspection Agency 19 TN commentkoe dled as aeFq In mnfo manes WN State Bultlhe Codas. Data JULY'10,2019 Appovdafatm docu tba.note onzoo'vvY any omknlon a d.A donfmm Me req h-M.d xawo staro t.a,.n. i TYPICALLY,ONE DAY IS SCHEDULED FOR THE Cl TO SET THE HOME ON THE FOUNDATION,AND TO COMPLETE THE ROOFING. THE SIZE AND/OR COMPLEXITY OF THE MODULAR HOME MAY REQUIRE MORE TIME AT THE SITE BY THE Cl. THE CSL MAY BE REQUIRED TO COMPLETE TASKS NORMALLY COMPLETED BY THE Cl. DORMERS ARE OPTIONAL ADD—ONS AND REQUIRE MORE COMPLEX FLASHING AND SHINGLING TO COMPLETE. THE TIME REQUIRED MAY EXCEED THE TYPICAL SINGLE DAY THE Cl IS SCHEDULED. T.RARNOLD R ASSOCIATES,INC. 47e3 G�STF12 DR ELKUART,IN 46516 PREPARE DORMER FOR FLASHING APPLICATION: State(6) MASSACHUSEfTS Accredited Evalturtion and Cl: Inspection Agency APPLY NEXT COURSE OF SHINGLES OVER THE GABLE MEMBRANE. TN dooumenthetNeed°e°eb9I.nontpmnt way srt°emcee coae.. Date JULY 10,2019 AppmMol lob document dou not adhod,,o,,np— APPLY to"ALUMINUM ROLL FLASHING: apypmeCpopfd4 °torn� 'dn Cl: LOCATE THE 10"WIDE ALUMINUM ROLL FLASHING. ROLL OUT AND CUT A PIECE EQUAL TO THE WIDTH OF THE DORMER PLUS 12". FIT THE PIECE CENTERED ON THE FRONT WALL OF THE DORMER, TUCKED TIGHT UNDER THE SIDING AND CORNERS. CREASE IT ALONG THE LINE BETWEEN THE DORMER FACE AND THE ROOF SLOPE. AT THE INTERSECTION OF THE FRONT WALL,CHEEK WALL,AND ROOF SLOPE,MAKE A CUT AT A 45° ANGLE UP TO THE CORNER OF THE FLASHING. TUCK IT UNDER THE BUILDING WRAP,AND FOLD THE ENDS AROUND ONTO THE CHEEK WALLS. THE FLASHING SHOULD LAP ONTO THE SHINGLE COURSE FOR A POSITIVE DRAIN. STEP FLASHING: Cl: TUCK ALL FLASHINGS UNDER FRONT WALL AND CHEEK BUILDING WRAP(NOT SHOWN). USING 7"'x5"ALUMINUM STOP FLASHING,FOLD THE FLASHING 90'ALONG THE 7"LENGTH(2 '/2"LEGS). POSITION THE FIRST PIECE OF STEP FLASHING UNDER THE BUILDING WRAP(NOT SHOWN)AT THE INSTERSiECTION OF THE FRONT WALL,CHEEK WALL,AND ROOF SLOPE. OVER THE CUT IN THE 10" FLASHING,FOLD THE VERTICAL LEG AROUND ON THE FRONT WALL FACE. TO SEAL THE CUT IN THE 10"ALUMINUM FLASHING,FASTEN THE FLASHING WITH ONE ROOFING NAIL IN THE'COP CORNER TO THE CHEEK. FIT NEXT COURSE OF SHINGLES ACROSS THE FRONT OF THE DORMER. SET FITTED SHNGLE TABLS ABOVE THE 10"ALUMINUM FLASHING IN ASPHALT PLASTIC CEMENT. COMPLETE SHINGLING TO THE CHEEKS ALTERNATE STEP FLASHING AND SHINGLES. BE SURE THE SITE APPLIED SHINGLE COURSES ARE STRAIGHT AND ALIGNED WITHT THE SHOP APPLIED SHINGLES. f CAREFULLY FIT SHINGLES UNDER FASCIA AND SOFFIT AROUND THE END OF THE VALLEY. DORMER VALLEY SHINGLES: CI: LAY EACH COURSE OF SHINGLES SO THAT THEY COVER AT LEAST 12"ON BOTH SIDES OF THE VALLEY CENTERLINE..YOU MAY NEED TO SHORTEN SOME OF THE SHINGLES IN EACH COURSE TO ENSURE THERE ARE NO SHINGLE JOINTS WITHIN THE VALLEY AREA. BE SURE THE SITE APPLIED SHINGLES ARE STRAIGHT AND ALIGNED WITH EH SHOP APPLIED SHINGLES. NAIL CAREFULLY,ENSURING THERE ARE NO NAILS CLOSER THAN 6"TO THE CENTER OF THE VALLEY. ONCE THE DORMER ROOF PLANE IS COMPLETE,SNAP A CHALK LINE 2"FROM THE CENTER OF THE VALLEY TO MARK THE EDGE OF THE MAIN ROOF PLANE. APPLY THE SHINGLES ON THE MAIN ROOF PLANE,AGAIN ENSUREING NO NAILS ARE ANDY CLOSER THAN 6"FROM THE CENTERLINE OF THE VALLEY. TRIM EACH OVERLAPPING SHINGLE ALONG THE CHALK LINE,AND CUT A SMALL TRIANLE 20 FROM THE HEADLAP AREA OF THE SHINGLE TO DIRECT WATER INTO THE VALLEY. IMBED THE OUTER 3"OF THE HEADLAP AREA IN ASPHALT PLASTIC CEMENT. APPLY RIDGE CAPS. CSL RESPONSIBILITIES AFTER THE SETTING OF THE MODULES THE FOLLOWING ARE GENERAL RESPONSIBILITIES OF THE CSL UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND DOCUMENTED. 1. SECURE MODULAR UNIT FLOOR RIMS TO THE SILLS WITH 16d NAILS AT 8"O.C. 2. FIT AND APPLY SHEATHING BAND FROM BOTTOM OF FACTORY APPLIED WALL SHEATHING TO BOTTOM OF THE SILLS. FASTEN WITH 2 ROWS,8d NAILS AT 8"O.C. 3. MAINTAIN ANY TEMPORARY MATERIAL APPLIED BY THE CI TO MAKE THE BUILDING WEATHER TIGHT FOR THE NIGHT. 4. INSTALL FACTORY SUPPLIED DRIP EDGE ALONG THE SLOPED ROOF EDGES FROM THE FASCIA TO THI RIDGE. ADD ROOFING NAILS TO END OF EACH SHINGLE COURSE AFTER DRIP EDGE IS IN PLACE. 5. CHECK AND ALIGN THE ROOF SLOPES(IF REQUIRED)PRIOR TO COMPLETING THE FINAL ROOF FASTENING. 6. INSTALL ALL EXTERIOR WALL AND/OR ROOF CAPS FOR BATH FANS AND RANGE HOODS. 7. SUPPLY AND INSTALL SPRAY FOAM SEALANT AT MARRIAGE WALL JOINTS,GAPS BETWEEN FOIJNDATION AND SILLS,AND GAPS BETWEEN SILLS AND RIMS. 8. COMPLETE AND/OR REPAIR ALL HOUSEWRAP COVERAGE. 9. SITE INSTALL FACTORY SUPPLIED APPENDAGES 10. REMOVE ANY TEMPORARY SHIPPING WALLS,TEMPORARY FRAMING,AND FLOOR/DOOR/WINDOW OPENING COVERS;DISCARD ANY DEBRIS. 11. FASTEN ALL MODULES ACROSS MARRIAGE WALL OPENINGS WITH SUPPLIED DECK SHEATHING STRIPS AND PLATES. 12. SQUARE AND/OR RESET ANY EXTERIOR DOOR. THIS SHOULD BE DONE PRIOR TO ANY SIDING INSTALLATION. TAMMOIA&A&.SOCf MINC 13. INTALL UPPER STEPS ON INSTALLED STAIRS,BOTH UNITS. 6)AaC=MDR ffi.KRAAI'MP 16 Slates) MASSACXUSEM A..dhA Evaluailon a.n1 Ucep.0-Agency ins9«wwntr cardssO6nBne-+�aea TYPICAL MARRIAGE WALL OPENINGS: CSL. Date JULY10.2M9 lnporadMaowmmlDMa«o6xe«;pow «aeYi6n M«pAemwitr« MARRIAGE WALL ROUGH OPENINGS ARE OVERSIZED ''/z"IN WIDTH TO ALLOW FOR SOME MISALIGNMENT OF THE MODULAR BOXES. AFTER THE BOXES ARE SET,AND THE CRAWL SPACE COLUMNS ARE IN PLACE,TRIM ANY SHEATHING AND/OR GYPSUM TO THE SIDES AND TOP OF THE OPENING. TYPICALLY,THE BASEBOARD IS CUT LONG AND TACKED AT EACH SIDE OF THE OPENING. CAREFULLY REMOVE THE BASEBOARD,AND SET ASIDE FOR REINSTALLATION LATER. MARRIAGE JOINT SHEATHING SPLICE: CSL: THE FLOOR SHEATHING IS HELD BACK IN EACH BOX AT EACH OPENING. CLEAN ALL DEBRIS FROM THE VOID,AND SPRAY FOAM ANY GAPS BETWEEN THE MARRIAGE GIRTS AS A DRAFT STOP. SCRIBE THE SHIP LOOSE SHEATHING STRIP TO FIT THE VOID,AND FASTEN THE FLOOR JOINT WITH 2 ROWS,8d NAILS AT 3"O.C. STRAIGHTEN AND ALIGN MARRIAGE WALL FINISH FACES: CSL: FOR THE DOOR CASING TO LAY FLAT ON THE GYPSUM,THE MARRIAGE WALL FACES MUST BE STRAIGHT AND PARALLEL. USE A STRAIGHT EDGE TO CHECK EACH FACE. IF REQUIRED,USE SHIMS BETWEEN THE WALLS AND/OR A CLAMP TO ALIGN THE FINISH FACES. APPLY NAIL PLATES ACROSS MARRAIAGE JOINT AND FASTEN WITH(2)8d NAILS EACH SIDE OF EACH PLATE! APPLY 3 PLATES EQUALLY SPACED EACH SIDE OF OPENING. APPLY 2 PLATES ACROSS 21 1 __7 MARRIAGE JOINT AT THE HEADERS FOR OPENINGS UP TO 52"WIDE,3 PLATES UP TO 64"WIDE,4 PLATES UP TO 88" WIDE,_AND 5 PLATES UP TO 112"WIDE. APPLY SPRAY FOAM TO THE MARRIAGE JOINT AS A DRAFT STOP. DRAFT STOP RIMS TO SILLS: CSL: ENSURE THE RIMS ARE FASTENED TO THE SILLS WITH 16d NAILS AT 8"O.C. PRIOR TO APPLYING THE SHEATHING BAND,THE CSL IS TO USE SPRAY FOAM TO FILL ANY VERTICAL GAPS BETWEEN BOXES(GABLE ENDS),BETWEEN RIMS AND TOP SILL PLATE,BETWEEN SILL PLATES, AND FROM SILL TO FOUNDATION AT ALL OTHER LOCATIONS. T.R ARNDID&ASSOCIATES.INC . CM9TER DR COMPLETION OF GABLE END SHEATHING: ASM Stale(e) MIISSACHUALlIURflTS CSL. Aar dlted E,al,allna Inspeclbn Agency ENSURE THE GABLE PANEL SHEATHING,INCLUDING SHEATHING SAIL(PIECE AT MATE LINE sm aRma<es, Date JULY 10.1D19 CONNECTION),ARE FASTENED ALONG BOTTOM AND SLOPED EDGES WITH 8d NAILS AT 6"O.C. FASTEN SOFFITS TO WALLS: CSL: CHECK AND ADJUST IF REQUIRED TO ENSURE PROPER ALIGNMENT FROM LEFT TO RIGHT. FASTEN SOFFIT TABS TO THE WALL WITH(2)8d NAILS EACH PRIOR TO COMPLETING THE REMAINDER OF THE SIDING. CSL TO BEND TABS TO 900 IF NOT DONE SO AT THE FACTORY. IF NO TABS ARE PRESENT,IT IS THE CSL'S RESPONSIBILITY TO TOENAIL THE SOFFIT TO THE WALL. THE FACTORY WILL INSTALL AS MUCH SOFFIT,FASCIA,AND SHADOW AS POSSIIBLE. WHAT IS NOT DONE AT THE FACTORY BECOMES THE RESPONSIBILITY OF THE CSL TO COMPLETE (INCLUDING ANY ADDITIONAL FRAMING OR SOFFIT BLOCKS TO COMPLETE THE OVERHANGS. SPECIAL INSTRUCTIONS TO BE FOLLOWED BY THE CSL DRAFT STOP UPPER TO LOWER BOXES: CSL: TOE NAIL THE END FLOOR JOIST TO THE 2x SPACER AND SPACER TO END CEILING JOIST WITH 10d NAILS AT 8"O.C. THE CSL IS TO USE SPRAY FOAM TO FILL ANY VERTICAL GAPS BETWEEN BOXES(GABLE ENDS), BETWEEN SECOND FLOOR RIMS AND 2x SPACER,AND BETWEEN SPACER AND CEILING RIMS. CSL TO FILL ANY GAPS BETWEEN SPACERS WHERE MORE THAN ONE IS PRESENT,THIS APPLIES TO ALL LOCATIONS BETWEEN FLOORS. SCRIBE AND APPLY THE SCOND FLOOR SHEATHING BAND FROM THE BOTTOM OF THE FACTORY APPLIED SECOND FLOOR SHEATHING TO THE TOP OF THE FACTORY APPLIED FIRST FLOOR WALL SHEATHING. FASTEN WITH 2 ROWS,8d NAILS @ 6"O.C. FASTEN EXTERIOR SHEATHING: CSL: -SITE FASTEN SHEATHING HANGDOWN OF THE LOWER GABLE PANEL AND THE DORMER WALL(IF APPLICABLE)TO THE END JOIST AND RIM JOIST WITH 8d NAILS @ 6"O.C. -FASTEN LOWER AND UPPER GABLE SHEATHING TO PINNED RAFTER AND UPPER FLIP WITH 8d NAILS @ 6"O.C. -TOE NAIL BOTTOM OF UPPER GABLE AND DORMER GABLE TO LOWER GABLE WITH 10d NAILS @ 8" O.C. -CHECK THE SOFFIT IS STRAIGHT AND LEVEL,ADJUST IF REQUIRED. FASTEN SOFFIT TABS TO WALL WITH(2)8d NAILS EACH TAB IF NO TABS TO FASTEN THE SOFFIT ARE PRESENT,TONAIL SOFFIT BLOCKS TO WALL WITH (2) 10d NAILS EACH BLOCK 22 MARRIAGE WALL OPENINGS: CSL: MARRIAGE WALL ROUGH OPENINGS ARE OVERSIZED %2"IN WIDTH TO ALLOW FOR SOME MISALIGNMENT OF THE MODULAR BOXES. AFTER THE BOXES ARE SET,AND THE BASEMENT COLUMNS ARE IN PLACE,TRIM ANY SHEATHING AND/OR GYPSUM TO THE SIDES AND TOP OF THE OPENING. TYPICALLY,THE BASEBOARD IS CUT LONG AND TACKED AT EACH SIDE OF THE OPENING. CAREFULLY REMOVE THE BASEBOARD,AND SET ASIDE FOR REINSTALLATION LATER. JOINT SHEATHING SPLICE: CSL: THE FLOOR SHEATHING IS HELD BACK IN EACH BOX AT EACH OPENING. CLEAN ALL DEBRIS FROM THE VOID,AND SPRAY FOAM ANY GAPS BETWEEN THE MARRIAGE GIRTS AS A DRAFT STOP. SCRIBE THE SHIP LOOSE SHEATHING STRIP TO FIT THE VOID,AND FASTEN THE FLOOR JOINT WITH 2 ROWS,8d NAILS AT 3"O.C. STRAIGHTEN AND ALIGN MARRIAGE WALL FINISH FACES: CSL: FOR THE DOOR CASING TO LAY FLAT ON THE GYPSUM,THE MARRIAGE WALL FACES MUST BE STRAIGHT AND PARALLEL. USE A STRAIGHT EDGE TO CHECK EACH FACE. IF REQUIRED,USE SHIMS BETWEEN THE WALLS AND/OR A CLAMP TO ALIGN THE FINISH FACES. APPLY NAIL PLATES ACROSS MARRAIAGE JOINT AND FASTEN WITH(2)8d NAILS EACH SIDE OF EACH PLATE. APPLY 3 PLATES EQUALLY SPACED EACH SIDE OF OPENING. APPLY 2 PLATES ACROSS MARRIAGE JOINT AT THE HEADERS FOR OPENINGS UP TO 52"WIDE,3 PLATES UP TO 64"WIDE,4 PLATES UP TO 88"WIDE,AND 5 PLATES UP TO 112"WIDE. APPLY SPRAY FOAM TO THE MARRIAGE JOINT AS A DRAFT STOP. DRAFT STOP RIMS TO SILLS: CSL: ENSURE THE RIMS ARE FASTENED TO THE SILLS WITH 16d NAILS AT 8"O.C. PRIOR TO APPLYING THE SHEATHING BAND,THE CSL IS TO USE SPRAY FOAM TO FILL ANY VERTICAL GAPS BETWEEN BOXES(GABLE ENDS),BETWEEN RIMS AND TOP SILL PLATE,BETWEEN SILL PLATES, AND FROM SILL TO FOUNDATION AT ALL OTHER LOCATIONS. COMPLETION OF GABLE END SHEATHING: T.RA >D&A� aAi CXESTEX DR CSL. AST,C S16 Slneta) MASSdXUEET'TS ENSURE THE GABLE PANEL SHEATHING,INCLUDING SHEATHING SAIL(PIECE AT MATE LINE AmmleEGed Evalualb—d Inspemibn Age. CONNECTION),ARE FASTENED ALONG BOTTOM AND SLOPED EDGES WITH 8d NAILS AT 6"O.C. Dale JULVID,Y018 bmmnmiw beuovu eem maummem aaan • tgomaLmmaMaMtmme RlWammnm FASTEN SOFFITS TO WALLS: CSL: CHECK AND ADJUST IF REQUIRED TO ENSURE PROPER ALIGNMENT FROM LEFT TO RIGHT. FASTEN SOFFIT TABS TO THE WALL WITH(2)8d NAILS EACH PRIOR TO COMPLETING THE REMAINDER OF THE SIDING. CSL TO BEND TABS TO 900 IF NOT DONE SO AT THE FACTORY. IF NO TABS ARE PRESENT,IT IS THE CSL'S RESPONSIBILITY TO TOENAIL THE SOFFIT TO THE WALL. THE FACTORY WILL INSTALL AS MUCH SOFFIT,FASCIA,AND SHADOW AS POSSIBLE. WHAT IS NOT DONE AT THE FACTORY BECOMES THE RESPONSIBILITY OF THE CSL TO COMPLETE (INCLUDING ANY ADDITIONAL FRAMING OR SOFFIT BLOCKS TO COMPLETE THE OVERHANGS. DRAFT STOP UPPER TO LOWER BOXES: CSL: TOE NAIL THE END FLOOR JOIST TO THE 2x SPACER AND SPACER TO END CEILING JOIST WITH 10d NAILS.AT 8"O.C. 23 THE CSL IS TO USE SPRAY FOAM TO FILL ANY VERTICAL GAPS BETWEEN BOXES(GABLE ENDS), BETWEEN SECOND FLOOR RIMS AND 2x SPACER,AND BETWEEN SPACER AND CEILING RIMS. CSL TO FILL ANY GAPS BETWEEN SPACERS WHERE MORE THAN ONE IS PRESENT(SEE SECTIONS FOR YOUR PARTICULAR HOUSE),THIS APPLIES TO ALL LOCATIONS BETWEEN FLOORS. SCRIBE AND APPLY THE SCOND FLOOR SHEATHING BAND FROM THE BOTTOM OF THE FACTORY APPLIED SECOND FLOOR SHEATHING TO THE TOP OF THE FACTORY APPLIED FIRST FLOOR WALL SHEATHING. FASTEN WITH 2 ROWS,8d NAILS @ 6"O.C. FASTEN EXTERIOR SHEATHING: CSL: -SITE FASTEN SHEATHING HANGDOWN OF THE LOWER GABLE PANEL AND THE DORMER WALL(IF APPLICABLE)TO THE END JOIST AND RIM JOIST WITH 8d NAILS @ 6"O.C. -FASTEN LOWER AND UPPER GABLE SHEATHING TO PINNED RAFTER AND UPPER FLIP WITH 8d NAILS @ 6"O.C. -TOE NAIL BOTTOM OF UPPER GABLE AND DORMER GABLE TO LOWER GABLE WITH 10d NAILS @ 8" O.C. -CHECK THE SOFFIT IS STRAIGHT AND LEVEL,ADJUST IF REQUIRED. FASTEN SOFFIT TABS TO WALL WITH(2)8d NAILS EACH TAB IF NO,TABS TO FASTEN THE SOFFIT ARE PRESENT,TONAH, SOFFIT BLOCKS TO WALL WITH (2) 10d NAILS EACH BLOCK REINSTALL THE FRONT AND CHEEK WALL TRIM BOARDS: CSL: THE Cl REMOVED THE BOTTOM TRIM BOARDS TO FLASH IN THE DORMER. LOCATE THIS TRIM AND REINSTALL. TRARNOID&ASSO M%]Nl MCM6T D ELK T,M-M Sle q.) MASSAgNSEM STALL THE FRONT AND CHEEK WALL TRIM BOARDS: Accnanea EvelnnbnaM REIN Irupedbn ABencY CSL: WITH THE BUILDING WRAP HANGING OVER THE FLASHING,REINSTALL THE GABLE AND CHEEK .e�we«�jUn"�° « BOTTOM TRIM BOARDS. NOTE:_I'REQUIRED,MARK AND RIP THE TRIM. THE BOTTOM OF THE TRIM BOARDS SHOULD BE AT LEAST 1"ABOVE THE SURFACE OF THE SHINGLES TO AVOID HAVING MOISTURE WICK INTO THE TRIM. EXTERIOR TRIM AND FINISH INSTALLATION BY CSL: 1. MATERIAL: SHEATHING FILLER BAND(MATCH BUILDING WALL SHEATHING) FASTENING: 2 ROWS,8d COMMON NAILS @ 8"O.C. INSTALLATION:BUTT FLUSH TO UNDERSIDE OF MODULE WALL SHEATHING AND SCRIBE FLUSH TO BOTTOM OF SILLS 2. MATERIAL: lx6 SKIRT BOARD,"VINYL SIDING ONLY" FASTENING: 8d GALVANIZED COMMON NAILS,RANDOM SPACING INSTALLATION:INSERT BENEATH DRIP CAP METAL MOLD;FASTEN TO BOX SILL. CHALK LINE END WALLS FOR SKIRT LOCATION RELATIVE TO FRONT ELEVATION AND INSTALL END WALL SKIRT BOARD. 3. MATERIALS: VINYL SIDING AND ACCESSORIES FASTENING: 1-1/4"ROOFING NAILS @ 16"O.C. INSTALLATION:FOLLOWING APPLICATION OF SKIRT TO THE END WALL,INSTALL J-CHANNEL AROUND WINDOWS AND DOORS;INSTALL UNDERSILL CHANNEL BENEATH WINDOWS,EAVES, AND GABLE RAKES;INSTALL METAL DRIP CAP OVER SKIRT WHERE APPLICABLE;INSTALL VINYL SIDING STARTER STRIP FLUSH WITH TOP OF METAL DRIP CAP; START SIDING WITH LOWER COURSE AND WORK UP THE GABLE END;CUT SIDING TO FIT ABOVE AND BENEATH WINDOWS AND DOORS;CUT SIDING TO BE FULLY CONCEALED BY UNDERSILL CHANNEL,J- CHANNEL,AND CORNER POSTS. SEE VINYL SIDING DETAILS. 24 i 4. TATERIAL: CEDAR SHINGLE SIDING FASTENING: 5d GALVANIZED BOX NAILS,2 PER INSTALLATION INSTALLATION:CUT OR SELECT RANDOM SIZE PIECES TO FIT UNDER,ABOVE,AND AROUND WINDOWS AND DOORS,AND FLUSH WITH lx4 CORNER BOARDS ALLOWING A MAXIMUM GAP OF 1/8"AT ANY INTERSECTION TO BE FILLED WITH A SUITABLE EXTERIOR LATEX CAULK. 13OTTOM COURSES,UPPER COURSES,AND THE COURSE DIRECTLY BELOW WINDOWS ARE TO 13E DOUBLE COURSES WITH JOINTS OVERLAPPED. INSTALL EACH COURSE ALLOWING THE SAME EXPOSURE PER COURSE AS FACTORY APPLIED SIDING ON THE FRONT AND REAR ELEVATIONS. VERTICAL JOINTS IN THE SAME LINE MAY REPEAT EVERY FOUTH COURSE. ON END WALLS,CHALK LINE THE END WALL FOR THE BOTTOM OF THE STARTER COURSE TO ALIGN WITH FRONT AND REAR ELEVATION SIDING. IF SIDING IS APPLIED BEFORE CORNER BOARDS,MARK AND TRIM SIDIDING ENDS TO FIT lx4 CORNER BOARDS TIGHTLY AFTER SIDING INSTALLATION. 5. MATERIAL: CEDAR LAP SIDING,"CLEAR OR RUSTIC" ;FASTENING: 5d GALVANIZED BOX NAILS @ 16"O.C. :INSTALLATION: CUT OR SELECT RANDOM SIZE PIECES TO FIT UNDER,ABOVE,AND AROUND WINDOWS AND DOORS,AND FLUSH WITH lx4 CORNER BOARDS ALLOWING A MAXIMUM GAP OF 1/8"AT ANY INTERSECTION TO BE FILLED WITH A SUITABLE EXTERIOR LATEX CAULK. :BOTTOM COURSES,UPPER COURSES,AND THE COURSE DIRECTLY BELOW WINDOWS ARE TO BE DOUBLE COURSES WITH JOINTS OVERLAPPED. INSTALL EACH COURSE ALLOWING THE SAME EXPOSURE PER COURSE AS FACTORY APPLIED SIDING ON THE FRONT AND REAR ]ELEVATIONS. VERTICAL JOINTS IN THE SAME LINE MAY REPEAT EVERY FOUTH COURSE. ON LEND WALLS,CHALK LINE THE END WALL FOR THE BOTTOM OF THE STARTER COURSE TO ALIGN WITH FRONT AND REAR ELEVATION SIDING. IF SIDING IS APPLIED BEFORE CORNER BOARDS,MARK AND TRIM SIDIDING ENDS TO FIT lx4 CORNER BOARDS TIGHTLY AFTER SIDING INSTALLATION. JOINTS IN ANY COURSE CAN BE A SQUARE BUTT JOINT OR A MITERED JOINT; SEE SIDING DETAILS. 6. MATERIAL: lx6 RAKE BOARD AND 10 RAKE SHADOW FASTENING: 8d GALVANIZED COMMON NAILS,2 @ 16"O.C. INSTALLATION:FOLLOWING GABLE OVERHANG INSTALLATION ON RAKES,INSTALL lx6 RAKE. CUT Ix6 RAKE BOARD TO ROOF PITCH ANGLE AT RIDGE AND EAVE PROJECTION WITH BUTT OR MITER JOINTS AT END OR INTERMEDIATE FASCIA JOINTS. AFTER lx6 RAKE BOARD INSTALLATION,INSTALL 10 RAKE SHADOW MOLD TO THE UNDERSIDE OF OVERLAPPING SHINGLE OR DRIP EDGE AT EAVES. CUT TO FIT AT INTERSECTIONS OR JOINTS AT lx6 RAKE BOARD. INSERT 8"METAL DRIP EDGE UP THE ROOF SLOPE UNDER THE ENDS OF THE ROOF SHINGLES. NAIL EDGES OF SHINGLES TO FASCIA AND SHADOW MOLD ALONG BOTH GABLES TO COMPLETE. 7. MATERIAL:VENTED VINYL SOFFIT AND 2"METAL SOFFIT VENT FASTENING: 5d GALVANIZED BOX NAILS,3 @ 16/24"O.C. INSTALLATION:APPLY 8'LENGTHS OF PRE-RIPPED SOFFIT TO THE CENTERLINE OF THE RAFTER,TRUSS,FLOOR JOINST,OR RAKE BLOCKING,EITHER 16"OR 24"O.C.,AND FASTEN TO END AND INTERMEDIATE FRAMING MEMBERS. BUTT SOFFIT PIECES AT END AND OVERLAP VENTED SOFFIT PIECES. 8. MATERIAL: lx6 SOFFIT RETURNS FASTENING: 8d GALVANIZED COMMON NAILS,RANDOM SPACING INSTALLATION:RETURNS FIT INSIDE THE INTERSECTION OF EAVE FASCIA AND GABLE FASCIA TO FILL THE FLAT SOFFIT VOID. FASTEN TO THE OVERLAP PORTION OF RAKE FASCIA AND THROUGH THE END TO EAVE FASCIA. 9. MATERIAL: SCOTIA MOLD FASTENING: 5d GALVANIZED BOX NAILS @ 16"O.C. INSTALLATION: APPLY MOLDING TIGHTLY TO BOTH INTERSECTING SURFACES AT CLOSURE AREA. MITER OR BUTT CUT AT JOINTS AND ENDS. INSTALL FASTENERS AS REQUIRED FOR SECURE HOLDING AND STRAIGHT LINE TRIM. T.RAMOW A ASSOQAW-%INC a Ai CRESTER DR EL-RT,iRa651n Stata)a) ET78 MASSACRUS Ac-dihA EM..5,D and 25 h specibn AOemy .J immu�Mbwia at0eT9rmminsu rDSmY DnahY aaMx ,as DULY 10.t010 wa.natu aoamm m no meow aaam+ ama eaeoftd—wmwaem LOCATION:FOR ALL SIDING MATERIALS EXCEPT VINYL: HINGED EAVE,PINNED RAFTER SAVE,AND DORMER EAVE SIDING/SOFFIT CLOSURES;RAKE SOFFIT/SIDING CLOSURES ON END WALL GABLES:CANTILEVERED SOFFIT/SIDING CLOSURES T.R ARNOLD Q ASSOQATES,INC 47a3 CHESTER DR 10. EXTERIOR LAMPS: EL�uRT',R 06516 State(c) MASSACHUSMS a. INSTALL FIXTURE TO FACTORY INSTALLED BOX Accredited Evaluation and b. CONNECT WIRING PER INSTRUCTIONS INCLUDED WITH LAMP Inspection Agency lulu eowmem m cemn.a..e.me m oo.m—o. c. LIGHT BULBS ARE NOT SUPPLIED BY FACTORY i Wen We 9ueelne Coen. 19 d. TEST SWITCH OPERATION �Cmw o MakGawn.ime ootl&ooamwlppu•. e. INSTALL COVERS AND SECURE TIGHTLY WITH FIXTURE SCREWS or om`c..ec mo wm n.mwt.mwm of b ». 11. EXTERIOR FINISHING: ALL EAVE AND RAKE TRIM AND SKIRT THAT IS FACTORY INSTALLED IS PRIMED. SHIP LOOSE SKIRT COVER AND RAKE MATERIALS ARE PRUVIED. ALL EXTERIOR TRIM MUST BE FASTENER FILLED AND FINISH PAINTED BY THE CSL ONSTTE FOLLOWING INSTALLATION. CEDAR SIDINGS AND CORNER BOARDS ARE INSTALLED OR SHIPPED LOOSE NATURAL WITH OPTIONAL FIELD FINISH ALTERNATIVES BY THE CSL. VINYL AND MASONITE :TIDING AND EXTERIOR TRIM TREATMENTS ARE PRE-FINISHED AND REQUIRE NO ONSTTE FINISH. ONE COAT OF EXTERIOR LATEX PAINT IS REQUIRED OVER FACTORY-PRR ED WOOD, KLEER PVC,OR MIRATEC SURFACES EITHER BY BRUSH OR ROLLER. THE FACTORY WILL INSTALL AS MUCH SOFFIT,FASCIA,AND SHADOW AS POSSIJ3LE. WHAT IS NOT DONE AT THE FACTORY BECOMES THE RESPONSIBILITY OF THE CSL TO COMPLETE (INCLUDING ANY ADDITIONAL FRAMING OR SOFFIT BLOCKS TO COMPLETE THE OVERHANGS. INTERIOR FINISH INSTALLATION BY CSL: 1. LIGHT FIXTURES: ALL INTERIOR LIGHT FIXTURES ARE FACTORY INSTALLED EXCEPT FOR FIXTURES THAT HANG. THIS TYPICALLY INCLUDES THE DINIG ROOM FIXTURE,BREAKAST AREA FIXTURE(IF SPECIFIED),THE SPLIT ENTRY FOYER FIXTURE,AND OPTIONAL CEILING FANS WITH BLOCK AND METAL BOX ROUGH-IN PROVISIONS. a. HANGING FIXTURES NORMALLY PROVIDE FOR SOME ADUSTMENT IN HEIGHT. BEFORE INSTALLATION TAKES PLACE,TEST FOR DESIRED HEIGHT AND REMOVE CHAIN LINKS OR CUT WIRE CHASE. INSTALL FIXTURES PER EXTERIOR LAMP INSTALLATION INSTRUCTIONS AND SPECIFIC INSTALLATION PROCEDURES INCLUDED IN LAMP PACKAGE. 2. MARRIAGE WALL OPENINGS:BE SURE OPENING PLYWOOD IS CUT OUT AND TECO PLATES AND FLOOR SHEATHING FILLER STRIPS ARE INSTALLED PER PRIOR INSTRUCTIONS BEFORE FINISHING OPENINGS. THE FACTORY FURNISHES SPLIT JAMB/CASING ASSEMBLIES FOR ALL MARRIAGE OPENINGS WITH PRE-HUNG SWINGING DOORS AND SOLID JAMBS FOR LARGE CASED OPENINGS. INSTALL THE SOLID JAMB OR JAMB WITH STOP SIDE FIRST,REMOVING TEMPORARILY INSTALLED BASE MOLD. FLUSH JAMB WITH FLOOR COVERING AS CLOSE AS POSSIBLE CENTERING THE JAMB IN THE OPENING. NAIL THE CASING AT THE HINGE SIDE JAMB NEAR THE HEADER. INSTALL CEDAR SHIMS AS SIDE JAMB BACKING AND FINISH NAILING .CASING TO SIDE STUDS AND HEADER. INSERT BACKSIDE JAMB/CASING ASSEMBLY INTO SPLIT JAMB SLOT AND NAIL CASING. a. FOR SWING DOORS,INSTALL DOOR HARDWARE(SHIPPED LOOSE)INCLUDING DOOR STOP, EITHER A BASE MOLD MOUNT OR HINGE MOUNT. FOR BI-PASS OR BI-FOLD DOORS, FOLLOW KIT ISTRUCTIONS PER MANUFACTURER FOR OVERHEAD TRACK, SIDE JAMB HARDWARE(BI-FOLD)AND FLOOR HARDWARE(BI-PASS)INSTALLATION. THEN INSTALL KNOBS OR FINGER PULLS PROVIDED. b. FOLLOWING DOOR OR CASED OPENING INSTALLATION,CUT BASE MOLD SURROUND TO BE FLUSH WITH THE CASING. CAULK CASING/DRYWALL JOINT AND BASE/DRYWALL JOINT, FILL NAIL HOLES,AND APPLY FINISH COAT,SEMI-GLOSS PAINT OR OPTIONAL SAITN FINISH TO BASE AND CASING. 3. FLOOR COVERINGS:ONSITE BY THE CSL 4. APPLIANCES: 26 i I a. REFRIGERATOR:ELECTRICAL SERVICE IS PROVIDED BY THE FACTORY. REFRIGERATORS ARE NOT THE RESPONSIBILITY OF NEH/PBS. IF AN ICEMAKER IS REQUIRED,ALL INSTALLATION MATERIALS AND LABOR ARE BY THE CSL. NORMALLY,THE COILED COPPER(PART OF THE ICEMAKER KIT)IS FED DIRECTLY THROUGH THE FLOOR FOR HOOKUP TO UNDER FLOOR PLUMBING SUPPLY LINES. b. RANGE:DIRECT 220V PLUG-IN SERVICE IS PROVIDED;OPTIONAL I IOV OUTLET FOR GAS RANGE IS ALSO AVAILABLE. RANGE AND RANGE CORD ARE BY THE CSL. TAKE CARE AS WITH ALL FLOOR APPLIANCES TO AVOID DAMAGING SHEET VINYL DURING INSTALLATION,AND LEVEL APPLIANCES FOR BEST OPERATION AND APPEARANCE. c. DISHWASHER OPTIONAL ELECTRICAL SERVICE IS PROVIDED FOR A FUTURE DISHWASHER BY CSL OR HOMEOWNER. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR CONNECTION TO FACTORY ROUGH-IN WIRING AND HOT WATER CONNECTIONS(NORMALLY BENEATH THE SINK)AND DRAIN HOSE CONNECTION TO SINK WASTE LINE. d. MICROWAVES: CABINETRY FOR A BUILT-IN MICROWAVE WITH ELECTRICAL SERVICE IS PROVIDED BY THE FACTORY AS AN OPTION WHETEHER A STANDARD BUILT-IN FIXTURE OR A SPACE-SAVER DESIGN TO FIT IN THE RANGE HOOD SPACE. THE FACTORY WILL INSTALL OPTIONAL SPACE SAVER MICROWAVES WHERE POSSIBLE;OTHERWISE,THE MICROWAVE AND INSTALLATION ARE THE SOLE RESPONSIBILITY OF OTHERS. e. WATER CLOSET INSTALLATION:ALL MATERIALS FOR WATER CLOSETS THROUGH THE FLOOR ARE FURNISHED SHIP LOOSE BY THE FACTORY IN THEIR ORIGINAL PACKAGING TO AVOID DAMAGE IN TRANSIT. THE CLOSET FLANGE IS PLANT INSTALLED FOR ALL SECOND STORY FINISHED MODULE WATER CLOSETS. INSTALL CLOSET FLANGE FOR LOWER LEVEL BATHS WITH BOLTS PROVIDED WITH PROPER DIMENSIONS FROM ACCESSIBLE WALLS. FOLLOW MANUFACTURER'S INSTRUCTIONS INCLUDED WITH THE WATER CLOSET FOR WAX SEAL,BOWL,TANK, SEAT,COLD WATER SUPPLY,AND OPERATION ADJUSTMENTS. t INTER-MODULE ELECTRIC CONNECTIONS: WHEN A CIRCUIT CROSSES THE MATE LINE (SWITCH TO FIXTURE/OUTLET,OUTLET TO OUTLET,ETC.),THE TAILS WILL BE LABELED FOR FIELD CONNECTION. THESE CONNECTIONS MAY BE TAILS TO RUN TO A J-BOX,HOME RUNS,OR INTERCONNECTED BY DEVICE. FIRST FLOOR BOX TO BOX,AND FIRST TO SECOND FLOOR CONNECTIONS ARE DROPPED TO THE BASEMENT FOR FIELD CONNECTION. SECOND FLOOR HORIZONTAL BOX TO BOX CONNECTIONS WILL BE LABELED AND INTERCONNECTED IN THE ATTIC. THE SECOND FLOOR OF A THREE STORY FINISHED BUILDING WILL BE DROPPED TO THE BASEMENT FOR INTERCONNECTION. g. DWV CONNECTIONS BETWEEN FLOORS: SECOND STORY BATH AND HOT WATER HEAT CONNECTIONS WILL NEED INTERCONNECTED ON COLONIALS AND FINISHED CAPES. THE FACTORY TRIES TO PROVIDE SECOND FLOOR ACCESSES WHENEVER POSSIBLE FOR SITE CONNECTIONS;THIS MAY INCLUDE,BUT IS NOT LIMITED TO WATER SUPPLIES,DRAINS, AND VENTS FROM BELOW. THE CSL IS RESPONSIBLE FOR ALL SITE CONNECTIONS AS WELL AS MATERIAL TO COMPLETE THE CONNECTIONS. IF ACCESS IS IN A FIRST FLOOR CEILING, THE CSL IS RESPONSIBLE FOR INSTALLATION AND FINISH OF THE SHEET ROCK TO COVER THE ACCESS. 1. HOT WATER HEAT CONNECTIONS NORMALLY REQURE ONLY ONE SUPPLY AND RETURN LINE CONNECTION BETWEEN EACH UPPER LEVEL AND LOWER LEVEL MODULES. ACCESS IS NORMALLY PROVIDED IN THE SECOND FLOOR BATH CONNECTION FLOOR ACCESS. 2. VENT STACK TIE-IN: A FITTING AND PVC PIPE IS SHIPPED LOOSE FOR EXTENSION OF THE STACK ABOVE THE ROOF TO THE REQUIRED 24"PROJECTION. IN CASES WHERE BATHS ARE SUPPLIED IN BOTH FRONT AND REAR MODULES,THE VENT STACKS ARE TO BE CONNECTED IN THE ATTTIC SPACE WITH THE CSL SUPPLIED MATERIALS BY THE FIELD CONTRACTOR. THIS IS NORMALLY A LOW PITCHED RUN FROM THE FRONT MODULE TO THE REAR TO AVOID STREET EXPOSURE OF THE STACK. 5. DRYWALL FINISH ONSITE:DRYWALL APPLICATIONS AND FINISH IS REQUIRED FOR THE FOLLOWING APPLICATIONS(MATERIAL AND LABOR BY THE CSL),BUT NOT LIMITED TO: a. SPLIT FOYER SIDE WALLS AND KNEE WALLS b. THE STAIRWELL BAND AND ANY OPEN AREA BETWEEN FLOORS AT THE CEILING/FLOOR SYSTEM BETWEEN IsT/2�FLOOR UNITS. c. THE CAGE WALLS SURROUNDING THE STAIRWELL IN AN UNFINISHED CAPE/PANELIZED AREA. T.R ARNOLD&ASSOQATCS.INC f OCHEUER OR ELKR ,1N Slate's) MASSACUUSERS Acer 0W EyW.91nnaM 27 n pec bn AganCy / rn,m,anmt.arna..emun�.m. — Aft—Va. JULY 10,2019 .mnrAame mavo'm ew..a.ame:ew�.e .a aeuoro mmea i d. FLUSH CEILINGS BETWEEN BOXES(HELD BACK BY FACTORY FOR A BETTER FIELD FINISH). CSL TO FINISH BEAM BOLTING/CEILING RIM STRAPPING,IF REQUIRED PRIOR TO INSTALLING THE CEILING ROCK. MATE LINE WALL TRANSITIONS(HELD BACK BY FACTORY FOR BETTER FIELD FINISH). f: ANY WALLS REQUIRED TO BE ACCESSED FOR INTERCONNECTIONS BETWEEN MODULAR UNITS. DRYWALL REPAIR: STRESS CRACKS IN DRYWALL(PARTICULARLY AT OPENINGS)CAN DEVELOP DURING TRANSIT AND/OR CRANING OF MODULES. MINOR CRACKS(3/8"OR LESS)ARE TO BE SPACKLED AND PAINTED BY THE CSL. IN THE EVENT OF MAJOR DRYWALL REPAIR WORK,CONSULT THE CUSTOMER SERVICE DEPARTMENT TO ARRANGE SERVICE WORK. A REASONABLE AMOUNT OF TOUCH UP PAINT FOR TRIM AND DRYWALL IS SHIPPED LOOSE. ANY ADDITIONAL PAINT IS TO BE SUPPLIED BY THE CSL NOTE:11-IE CSL IS REQURED TO MAKE A VISUAL INSPECTION OF ALL SHIP LOOSE MATERIAL UPON DELIVERY OF THE HOME,AND MUST REPORT ANY DAMAGES,DEFECTS,OR SHORTAGES AT THE TIME OF THE SET. NOTIFICATION AFTER THIS TIME PERIOR MAY RESULT IN BILLING FOR PARTS OR A DENIAL OF MISSING MATERIAL CLAIMS. ELECIMCIANS NOTICE: Electrical plans contain information and tasks to complete the electric onsite. Only electric baseboard heat will be shown on electric plans;hydronic baseboard layouts are found on the plumbing plans with the exception of HAV units which require electrical feeds. (Note HAV feeds are wired off an adjacent general lighting circuit). Stairs,unless in an open clear story,should have lights top and bottom wired together with 3-way switches at the top and bottom of the stairs. Every panel is set up as if it where a sub-panel with grounds to the left and neutrals to the right. Arc-Fault circuits are kept to the right in the lowest progressions. This simplifies the electricians wiring method,improves efficiency and provides a cleaner panel to the CSL. Electrical wired from a harness approach. The harness is typically run 12"off either side of a module for the first floor and 36"off the sides on the second floor. The second floor harness must be dropped to the basement through 2"conduit raceways located on the 1st floor.The number of conduits are determined by the number of wires dropping((1)2"conduit for every(4)romex wires and(1)2"conduit for low voltage). Circuits on the plans are read as follows: 1 = Ciircuit Breaker# 2 = Represents the circuit progression.A-always starts the circuit and leads back to the main breaker with jumpers B to B,C to C and so on. 3 = Wire size (1 for 12-2, 2 for 14-2, 3 for 14-3) * = InVerconnect in basement by CSL ** = Interconnect in attic by CSL -ARC FAULT CIRCUITS(PER CODE)REQUIRE THE USE OF CORRECT EQUIPMENT BY THE CSL AND HOME OWNER. -THERE IS NO WIRING IN SHIP LOOSE WALLS OR PANELS. -APPLIANCE SERVICE DISCONNECT:THE FACTORY PROVIDES A BREAKER LOCK-OUT AS A DISCONNECT FOR PERMANENTLY CONNECTED APPLIANCES(e.g.RANGEHOOD)PER CURRENT EDITION OF THE NEC(ADDITIONAL SITE REQUIREMENTS ARE BY THE CSL). CAUTION:POWER SMOKE/CO DETECTORS OFF NOTED CIRCUIT ONLY. FAILURE TO COMPLY MAY DISABLE INTERCONNECT RESISTOR AND REQUIRE REPLACEMNET OF SMOKE/CO DETECTOR DEVICES. -ALL ELECTICAL DESIGN,MATERIALS,AND LABOR NOT SHOWN IN PLAN AND/OR SPECIFIED IN THE ORDER ARE THE RESPONSIBILITY OF THE CSL. T.RARNOLD&ASS0MnS,INC. 4703 CRE67TR DR ELKUART,IN 46516 State(s) MASSACIME'TTS Accred itad Evaluation and Inspection Agency TW doGm"ath oef9Nd as Uebg b oodom¢oee WN State Bulldbg Cad". 28 Date JULY 10,2019 approval of btr dournrnt doer not eut,orhe or appm',o anY omtrrbn ordeNaBoo6om me rtgWememr or Slab Lan. POM-H ROOF FOR SHIP LOOSE PORCH ROOF CI-INSTALL TEMPORARY LEDGER BOARD AND POSTS: TACK TEMPORARY LEDGER BOARD SO THE HEEL OF THE COMPONENT TRUSS WILL SET AT THE PROPER.HEIGHT,AND SET TEMPORARY POSTS AS NEEDED. r I CI-SET COMPONENT ROOF: ATTACH COMPONENT TO RIGGING AND HOIST INTO PLACE. LAG COMPONENT SHOE RAIL TO SOLID FRAMING(WALL STUD,TOP PLATES,BLOCKING,ETC.)w/MIN. (2)GRK RSS 5/16"x5 1/8" STRUCTURAL SCREWS(SUPPLIED BY CI)@ 16"O.C.,OR EQUIVALENT FOR SHEAR(2948#/SCREW). GRK RSS 5/16"x5 1/8" STRUCTURAL SCREWS ARE EQUIVALENT TO 1/2"LAG SCREWS. CSL-]INSTALL PERMANENT POSTS: INSTALL PERMANENT POSTS,APPLYING BASES,CAPS,AND TIE-DOWNS AS REQUIRED BY LOCAL CODE. CHECK AND COMPLETE ALL FINAL FASTENING AS NEEDED. CSL-(COMPLETE ALL REMAINING FINISHES: CSL TO`COMPLETE ALL WRAPPING OF BEAMS/COLUMNS AS NECESSARY,AND INSTALL ANY RAILING, STAIRS,DECKING,FLASHING,AND SHINGLES TO COMPLETE THE JOB. T.RARNOLD&ASSOCLAIES,INC. 47 CHESTER DR ELKKART,IN 46516 State(s) MASSACHUSETTS Accredited Evaluation and Inspection Agency TW document Is cedtleb as being In contarmanoe `M Stateeultlbg CW" Date JULY 10,2019 Apwwmlolbib Eopument ape<not auNorlie w apvme any ombrbn or dsvMn from be NgWm mda d Eabk Law. ti i 29