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HomeMy WebLinkAbout0056 TWICKENHAM CROSSING �� `��-c� ��n ��m C�vsst n �, 3� --- C��'� -• 3 REFERENCES: o o Assessor p , �WSTABLE w C See Plan Book 286/21 ZONE:RG Q) aj���9_ s 7018 JUL10 AM 8-- 22 Setbacks: .� it ` yam• Front: 30 m in Q I ?�F c R°b ^, Side: 15'min W uj o S/Sty°�e�i o m Rear: 15 min o � j �� SO ?" I� U U Oh/sOn ° 2 i h♦ o N/F = I ♦♦ 634 Michael J & ♦♦ 11163�F Nancy J Canty I I ♦ �ti' I 1 `♦ 3 j I � c I I L=2 9\♦ \\` o 0 ♦ w I � I I ♦`c mac,\`♦ � , _. Q cl' I I `♦ p \ � Y� I m I ♦♦�P\\ 1 ° o l o Lot 3 0 1 z I N o 85,259f SF i \♦ ♦`� 1.96±AC o3 ° 4 \� O �♦ �� Z Elec f y Ou tle � 'e no go ` 3 i \ O V Pole ♦ QJ NEW CONCRETE 1' o =a'- FOUNDATION T.O.F.=81.6' NAVD 88(oprox.) I t 0 9#56 a ��� I Lv 5 2Sty W/F "r0� Dwelling I ) _J Approx eck DeckOi ;� N N) Septic W 24t' System 52.3' 38.0' N81-52'00"W 95. 3L N81'52'S0"W 159 8' DH 39.47 : PO N Fnd N86*26'00"W of N/F 1 certifythat the new William D Knott Irrevocable Trust foundation shown hereon conforms to the setback requirements of the Zoning PLAN SHOWING NEW FOUNDATION Bylaws of the town of Barnstable. At 56 Twickenham Crossing BAR Smr"I A— NOTES. (Marston Mills) AM SS. 1.) The structures shown were located on the ground DATE.27/JUU/18 SCALER"=50' by conventional survey methods on (or between) 0 25 50 75 100FEET 23/APR/18 and 26/JUL/18. PREPARED FOR: 2.) The property line information shown hereon was Anthony P Delane compiled from available record information. & Linda B Johnson 3.) This plan is not for recording and is not to be used for construction layout or deed description PREPARED BY: purposes. CapeSury 23 West Bay Rd, Suite G Osterville MA 02655 DWG #: C893G1 cpp2 FIELD BY: WHK/ASK7 (508) 420-3994 / 420-3995fox . Town of Barnstable Building Post This Card So,That rt is 1/islble�From"rthe Street: Approved Plans Must be�Retamed.on Job and this�Card Must�be Kept a���",. �AlLNSC'A11L6, c •.>4.t ,, ''. �".;° "£� `� � -r� � ,.,> �.. � s�. � _ �, �„ .. ; � �s ':�'^� `,„o> � Where a Certificate ofOccu ,anc is Re uired,suchBuildn shall"Nofbe Occu edunt�l a Final Ins ection has�been made, - Permit Permit No. B-18-1584 Applicant Name: MARK A MACALI_ISTER Approvals Date Issued: 06/08/2018 Current Use: Structure Permit Type: Building-Detached Accessory Structure- Expiration Date: 12/08/2018 Foundon:ati — ,�7 ( en Residtial ;(� Map/Lot: 237 062 Zoning District: RG Sheathingd�LC�. Lc$ation: 56 TWICKENHAM CROSSING, BARNSTABLE I ' Gontractor Name'_, -MARK A MACALLISTER Framing Owner on Record: DELANE,ANTHONY P&JOHNSON,LINDA B Contractor License CS;:,079358 A2 Address: P O BOX 434 EstProfect Cost: $200,000.00 g Chimney: WEST BARNSTABLE, MA 02668 Permit Fee: $ 1,120.00 j Description: CONSTRUCT DETACHED GARAGE ACCORDING TO PLANS ATTACHED Insulation:�t^ ' Fee Paid:- $ 1,120.00 Project Review Req: AS BUILT SURVEY REQUIRED BEFORE START OF FRAME. Date .'° 6/8/2018 Final: STAMPED TRUSS DOCUMENTS REQUIRED AT TIME Oei F FRAMES y INSPECTION. a 1 ./. � Plumbing/Gas u Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work aut or�i eFd�by this permit is commenced within six months after�'ssuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the>approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be n compliance with the local zoning by laws apd codes.i This permit shall be displayed in a location clearly visible from access streeWor road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. , Electrical AP ' Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Bun ing and fire Ufflcials are provided on this per rnit. Minimum of Five Call Inspections Required for All Construction' ork � ,ry 1.Foundation or Footing aw_ __•x, r w Rough: — --2.-SheathingInspectionFinal: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r Application Number... I.S. q•.......... BARMAMM I Permit Fee.......................................Other Fee........................ WASIL 03 TotalFee Paid............................................................... ...... TOWN OF BARNSTBLE -0� PermitApproval by...0. ..........................on.. ..................... 5 BUILDING PERAnT Mv...........a..S-7..........Parcel......... .................. APPLICATION Section I — owner's Information and Project Location Project Address-5(a Ili ck en LaaN Village 3acria"Le- Owners Name r Owners Legal Address ro State Zip OL(630 City-3 L,&&L Owners Cell# *-77 q 83(D (o I E-mail L— Section 2 -Use of Structure Use Group--�— Fj Commercial Structure over 35,000 cubic feet E] Commercial Structure under 35,000 cubic feet E31-1single/Two Family Dwelling Section 3 -Type of Permit [2/New construction ❑ Move/Relocate EJ Accessory Structure [] Change of use ❑ Demo/(entire structure) 0 Finish Basement Fj Family/Amnesty El Fire Alarm Rebuild [I Deck Apartment El Sprinkler System ❑ Addition F1 Retaining wall [] Solar El Renovition El Pool El Insulation Other-Specify Section 4 -Work Description d card a-44d T-qqt nnfixted-2/9/2018 ,t Application Number.................................................... Section 5—Detail Cost of Proposed Construction rdW%GW Square Footage of Project 313(8 Age of Structure "Rg ) Dig Safe Number 7 q 7210 # Of Bedrooms Existing / Total# Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist esign Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply 0Public ❑ Private Sewage Disposal ❑ Municipal '2-ibn Site Historic District ❑ Hyannis Historic District []'Old Kings Highway Debris Disposal Facility: y8 $ -5ck&a I am using a crane ❑ Yes E No T Section 7—Flood Zone Flood Zone Designation / Within or adjacent to a wetland, coastal bank? Yes El No I� Section S—Zoning Information Zoning District IkCg— Proposed Use w S- Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) l Setbacks Front Yard Required 3 0, Proposed Rear Yard Required > Proposed ��. pF(7JUr" Ay, y Side Yard Required �S� Proposed ?4A ()( lU � a3.3 Has this roe had relief from the Zoning Board in the past? ❑ Yes �Xxo property rt3' g Last undated:2/9/2018 }` Town of Barnstable Regulatdry Services atd�.ra v.s�.ta otr..a,r Buildog'Division 7laam Pem,can swWicKcamnika..er .W ktaiaSNftL tiyamk MA 02601 .nw.wwa.E■rmt.Wa.ma.us ' oflkr.5094A2A43'B. pro SO1t:iW62J0 Property Owner Must Complete and Sign This Section If Using A Builder T AnthonvQ@Lail@ ,mc{"lwnerafhtautrJ�p�t+��4'` FereE,g authuriu Mark Aq, r m acr on m}b ial in su max m retative W vreark=ftmed by aw,*1+ T peymq sppbmum fpe 66 Twickenham Croaslno Barnstable (AS4tnru of J+s6) . OWL ,�maruxc r hraer r?au �� �►. �tfpwe�rcM.���,Frltrak+'�rearpkra:►�tluw� Ueea+.•.ILamwliewr�Nrae �. T'+iFratrseewYld.T .. Reriae6MOt15 i Application Number......... ................................. Section 9-.Construction Supervisor Name Marc MoCC, b s j;� Telephone Number _<V 8- B01 - DIyy I Address (a C n2Zr City n;P r y.1(a- State—M4—Zip cz(0 Ss- License Number C':.S p7Q3�g License Type UAc4. Expiration Date S 112-61� Contractors Email-Qr-/[. rlwl Cell # _�7p 8- j I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by Y0 CMR and the T of Barnstable.Attach a copy of your license. Signature Date Section.10-Home Improvement Contractor _�. Name '0"'S qw- C'c. 0'bW-t Telephone Number Address City State Zip Registration Number /3 3 7 yy Expiration Date R-/O Z.6-0 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and own of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 -Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date PLI CANT SIGNATURE Signature Date ,C/ el�( more 'mcnc'Ik;s u� — Print Name C Telephone Number SD 8- 8 9-9-),Y�f) E-mail permit to: qr - 4111;J ,r4 ; 11 C T na.f.....i..4e.i.11 ln^ni o Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) El Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for apprdvaL Section 13— Owner's Authorization as Owner of the-subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name Last undated:2/9/2018 4vpFtHETp�� Town of Barnstable R&MS AB s' Building Department-200 Main Street 9$A ,; �0�p Hyannis, MA 02601 TEOMaY°i Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-1584 CO Issue Date: 2/4/2019 Parcel ID: 237-062 Zoning Classification: RG Location: 56 TWICKENHAM CROSSING, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: MARK A MACALLISTER Permit Type: Residential -Single Family Type of Construction: Design Occupant Load: 0 Comments: Detached accesory structure Garage No living space 2 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition REFERENCES: Ej o � (moo' �o b o Assessors Map:237 N m Parcel: 062 ZONE:RG Cn . See Plan Book 286/21 11 . , S Setbacks: Front: 30 min .� U) Chr�Bober /v/� Side: 15'min o � 3 O � �2 e yo,Trpb Rear: 15'min Q 011/7 an I 1�\ o i \��� •� NSF 4g30„ Michael J & Nancy J Canty L 22�96 i \ I O Q) �• I I �' \ c; \\ 30' Frontyord fn `e \ 1 z o Lot 3 ; �] N 85,259±SF 1.96±AC o° Wei 1 \ .0 I 1 Z IElec I o0 ioutle 1 1 \ c^\ 1 \\ a3 co o 1 1 \ oL\ 0 Flag l Pole° 1 \\ O O C1 � � C \\ �\ Proposed yi `\ `\\ Garage i43.3' ;::�::;(i:4:;G(r:r:;:i;;;;?r.. I p 0\9#56 W ;;i;:;:$'' ::: / y�\2St W F I 1 3 i r::'. Y ....its::::? :::r•......•. Dwelling :..... I ;;;•:1::;•:;;;•.`;;: ::::' :: / Approx eck Deck 1O N�9 y :::?:.ti:::::::::::' ;•::•::•:.,... i Septic ;.,..... N O L 24 t' System ...... 52.3' s -� CJ� (to be removeq) i ••: I 0iC c;;. Car i 38.0' 6 �� Port — ----------— --'— 1 N81'52'50"W 159.78' — N8152'00"W 95.43' •— `y 39.47 -• 90 . d �<\ N80 26'00"W N/F William D Knott Laos nosy Irrevocable Trust R�cHARD R. PLAN SHOWING PROPOSED GARAGE VHEUREUX .. NO: 34312 c At 56 Twickenham Crossing BARNSIAMLE J p NOTES: � � (Marstons Mills) MASS. 1.) The structures shown were located on the ground DATE:15/MAY/18 SCALE:1 --50' by conventional survey methods on (or between) 0 25 50 75 100FEET 23/APR/18 and 15/MA Y/18. PREPARED FOR: 2.) The property line information shown hereon was Anthony P Delane compiled from available record information. & Linda B Johnson 3.) This plan is not for recording and is not to be used for construction layout or deed description PREPARED BY: CapeSurv ,purposes. 23 West Bay Rd, Suite G Osterville MA 02655 C893G1 cppl FIELD BY: WHK/ASK (508) 420-3994 / 420-3995fox Anthony Delane July_30, 2018 56 Twickenham Crossing Barnstable, MA 02630 Mr. Brian Florence Building Commissioner Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 Dear Mr. Florence, My name is Anthony Delane and I live at 56 Twickenham Crossing. I am writing you today in request for a second electric service on my property. I currently have a permit to construct a one story detached garage which is now under construction. My intended use for the building is for enclosed parking for my sail boat along with my personal vehicles. The complexity and distance required to upgrade the existing service and run a separate underground line from the home to power the lights and outlets would create unnecessary financial hardship. For these reasons I would ask for your authorization to allow a second service overhead to the detached garage. If you have any questions regarding this project please feel free to contact my builder, Mark Macallister at 508-889-2441 or myself at: a.delane@comcast.net Sincer y Date nth elane TOWN OF BARNSTABLE aJUL 31 aft 8: 26 �71` s10N Anderson, Robin From: Mark Macallister<mark.macallister@g mail.corn> Sent: Monday, August 13, 2018 1:00 PM To: Florence, Brian Cc: Amara, William; Lauzon, Jeffrey; Anderson, Robin Subject: Rej Follow up Hi Brian, Thank you for your time and consideration. My clients will be relieved I Thanks again j Mark On Mon, Aug 13, 2018, 12:23 PM Florence, Brian<Brian.Florence@town.bamstable.ma.us>wrote: Mr. Macalister, I understand from our discussion that the separate meters are for convenience and not to create second dwellings on either property. The Town has no issue with second meters in either case. I have included the wiring inspector and others in this response for convenience in communicating my response. Regards, Brian Florence From: Mark Macallister [mailto:mark.macallister(5)gmail.com] Sent: Monday, August 13, 2018 11:50 AM To: Florence, Brian Subject: Follow up i Hi Brian, i Just a quick follow up on the two letters for a second electric meter I submitted on the 30th of July for 128 Starboard Lane in Osterville and 56 Twickenham Crossing in Barnstable. 1 My clients are anxious as you can imagine so I was hoping to get an update on your thoughts. If you have any questions please feel free to give me a call at 508-889-2441 or email anytime Thank you again for your time and consideration on these two properties. Mark Mark Macallister President,Macallister Building,Inc.&Macallister Marine Construction,Inc. 508-889-2441 5o8-428-64o8 Virus-free. www.avq.com 2 MITek" MiTek USA, Inc. i 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: Q03398 I� f The truss drawing(s)'referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Trussco. Pages or sheets covered by this seal: 133619622 thru 133619625 My license renewal date for the state of Massachusetts is December 31,2019 i �� \A OF,41,j � o XUEGANG tiGN LIU STRUCTURAL ti No.43283 ° 9R i 1p 9 �Q O,o GISTEp' ��� `cSSIONAL.ENG June 8,2018 Liu,Xuegang F IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown /l on referenced truss drawings. Parameters have not been verified n / as appropriate for an use. An location identification specified is Y Y P for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the �'� ,�1� responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. � �, 81N V �J i Job I I Truss Truss Type Qty Ply 1 Q03398 PB01 GABLE 2 ' �Job Reference(optional) 133619622 Trussco, North Kingstown,RI-02852, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 8 13:15:13 2018 Page 1 ID:cppQyPsT6DsrCtvu7j7VgtzIAUA-cwpocltOklhw5rDcwuSg WX4unXambu5dgw6xrpz8KIB 7-" { 15-1-0 7-" 7-0-8 4x4= Scale=1:37.3 5 4 6 10.00 12 15 16 3 7 2 ZZ d 1 8 3x4 = 14 13 12 11 10 3x4= 15-1-0 15-1-0 Plate Offsets(X,Y)- (2:0-2-1,0-1-81,f8:0-2-1 0.1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 9 n/r 180 MT20 197/144 Snow(Pf/Pg) 26.9/35.0 Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 9 n/r 90 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 8 n/a n/a BCLL 0.0 Code IBC2015rTP12014 Matrix-SH Weight:58 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 13-9-14. (lb)- Max Horz 2=174(LC 13) Max Uplift All uplift 100 lb or less atjoint(s)2,13,11 except 14=-158(LC 14),10=-158(LC 15) Max Grav All reactions 250 lb or less at joint(s)2,8,12,13,11 except 14=313(LC 26),10=313(LC 27) FORCES. (III)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-3-3 to 3-6-8,Interior(1)3-6-8 to 7-6-8,Exterior(2)7-6-8 to 10-6-8, Interior(1)10-6-8 to 14-9-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)TCLL:ASCE 7-10;Pr=30.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=35.0 psf(ground snow);Pf=26.9 psf(tat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;Ct=1.10 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times tat roof load of 26.9 psf on overhangs non-concurrent with other live loads. 7)Gablet requires continuous bottom cho dibear nigated. �N OF PfgSSgC 8)Gable studs spaced at 2-0-0 oc. ANG yG 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` XUEG m-1 10) '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 tall by 2-0-0 wide p LIU will fit between the bottom chord and any other members. U STRUCTURAL ti 11) Provide mechanical connection(by others)of truss to bearing plate capable of wfthstanding 100 lb uplift at joint(s)2,13,11 except No.43283 0=1b)14=158,10=158. A 9 O Q 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building 9Q).FG/STERN designer. F`SS/ONAL ENG\ June 8,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ELMM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not �` a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing ofliusses and truss systems,see ANSIrrPl1 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type City Ply 133619623 Q03398 PB02 Piggyback 25 1 ' Job Reference o tional Trussco, North Kingstown,RI-02852, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 8 13:15:15 2018 Page 1 ID:cppQyPsT6DsrCtvu7j7VgtzIAUA-16NApeuOV2gnj7ooTbzv3kdlowvOKLhn3asUNEz8KIA 7-" 15-1-0 7-6-8 7-0.8 4x4= Scale=1:38.3 4 10.00 12 11 12 1.5x4 II 1.Sx4 II 3 5 2 1 a 71- � d 3x4 = 10 13 - 9 14 8 3x4= 1.5x4 II 1.5x4 II 1.5x4 II 15-1-0 15-1-0 Plate Offsets(X,Y)- 12:0-2-1.0-1-81,16:0-2-1.0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) 0.00 6 n/r 180 MT20 197/144 Snow(Pf/Pg) 26.9/35.0 Lumber DOL 1.15 BC 0.13 Vert(CT) 0.00 7 TIM 90 TCLL 10.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015fTP12014 Matrix-SH Weight:49 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 13-9-14. (lb)- Max Horz 2=174(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2,6 except 10=222(lC 14),8=222(LC 15) Max Grav All reactions 250 lb or less at joint(s)2,6 except 9=393(LC 26),10=448(LC 26),8=447(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-10=346/259,5-8=-345/259 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-3-3 to 3-6-8,Interior(1)3-6-8 to 7-6-8,Exterior(2)7-6-8 to 10-6-8, Interior(1)10-6-8 to 14-9-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr-30.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Partially Exp.;Ct=1.10 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 26.9 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��iH OF MgSS 7)'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 tall by 2-0-0 wide y� 10, will fit between the bottom chord and any other members,with BCDL=10.opsf. O� XU EGANG tiG 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6 except 0=1b) LW 10=222,8=222. 0 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building 0 STRUCTURAL rn designer. N0.43283 9 O Q A�Oc /STS ASS/ONAL ECG June 8,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not • a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual Iruss web and/or chord members only.Additional temporary and permanent bracing N•iT l.' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MY� 1 K fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply 133619624 Q03398 T01 Piggyback Base 25 i lJob Reference(optional Stark Truss Company,Inc.,North Kingstown,RI 02852 8.210 s Feb 23 2018 MiTek Industries,Inc. Fri Jun 8 13:32:07 2018 Page 1 ID:cppQyPsT6DsrCtvu7j7VgtzIAUA-yJffmALJA7aOS61Bd3wdquXomt8vSrAkm071udz8KVM 6-3-2 l 12-5-8 17-5-13 l 2a3 27�i-8 33.8-14 40-M 13-2 6 2 6 5-0-5 5 0 5 5-0-5 6-2-6 6-3-2 Scale=1:69.4 5x8 i � 4x4 = 4x4 = 5x8\ 10.00 12 4 an 52 25 3§ agi!l 28 7 3x6 3x6\1 1.5x4 \\ 3 8 1.Sx4 23 29 2 9 q 22 30 4 1 10 31 32 15 33 14 34 13 35 12 36 11 37 38 4x8= 4x8= 4x4= 4x8= 4x8= 7x8 7x8 r 10-M 20-0-0 29-11-10 40-0-0 1 10-0-6 9-11-10 9-11-10 10-0-6 Plate Offsets(X.Y)— f1:Edae 0-4-01.f1:0-3-10 0-0-41.f1:0-0-7.0-0-41 f4:0-4-10 0-1-101 f7:0-4-10 0-1-101 f10:0-0-7 0-0-41 00:0-3-10 0-0-41,f10:0-0-3.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.33 13-15 >999 360 MT20 1971144 Snow(Pf/Pg) 26.9/35.0 Lumber DOL 1.15 BC 0.83 Vert(CT) -0.55 1 3-1 5 >872 240 BCDL 10.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.14 10 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TPI2014 Matrix-MSH Weight:197 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E'Except' TOP CHORD Structural wood sheathing directly applied,except 4-7:2x4 SPF No.2 2-0-0 oc pudins(3-5-11 max.):4-7. BOT CHORD 2x4 SPF 1650F 1.5E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12-14:2x4 SPF 210OF 1.8E WEBS 1 Row at midpt 5-15,5-13,6-13,6-11 WEBS 2x4 SPF No.2 WEDGE Left:2x8 SP 240OF 2.OE,Right:2x8 SP 240OF 2.OE REACTIONS. (lb/size) 1=2178/0-5-8,10=2178/0-5-8 Max Horz 1=-299(LC 10) Max Uplift 1=-358(LC 14),10=-358(LC 15) Max Grav 1=2319(LC 2),10=2319(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-3174/557,2-22=2909/580,2-23=2911/601,3-23=-2879/606,3-4=-2745/650, 4-24=1799/522,5-24=1799/522,5-25=2388/602,25-26=-2388/602,26-27=-2388/602, 6-27=2388/602,6-28=1799/522,7-28=1799/522,7-8=2745/650,8-29=2879/606, 9-29=2911/601,9-30=2909/580,10-30=3174/557 BOT CHORD 1-31=-477/2358,31-32=477/2358,15-32=-477/2358,15-33=368/2363,14-33=-368/2363, 14-34=368/2363,13-34=-368/2363,13-35=-324/2363,12-35=-324/2363,12-36=324/2363, 11-36=324/2363,11-37=-330/2322,37-38=-330/2322,10-38=-330/2322 WEBS 2-15=-438/333,4-15=-255/1407,5-15=1148/344,5-13=60/323,6-13=-60/323, 6-11=1 148/343,7-11=255/1407,9-11=438/333 �ZN OF MqS NOTES- `Sq� 1)Unbalanced roof live loads have been considered for this design. ? f o XUEGANG G 2)Wind:ASCE 7-10;Vuft=140mph(3-second gust)Vasd=111mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; LIU MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-0-0,Interior(1)4-0-0 to 12-5-8,Exterior(2)12-5-8 to 33-2-6, Interior(1)33-2-6 to 40-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& ov STRUCTURAL c MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 NO.43283 3)TCLL:ASCE 7-10;Pr=30.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof .0 9 Q Q snow:Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=50-0-0 90 Fo/STEp� 4)Provide adequate drainage to prevent water ponding. NAL 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 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 lb uplift at joint 1 and 358 lb uplift at -AA joint 10. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)319 lb down and 70 lb up at June 8,2018 17-0-0,and 319 lb down and 70 lb up at 23-0-0 on top chord. The design/selection of such connection device(? is the res onsibility AWARNING-Ve;fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall {A� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iV l iTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of Irusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply 133619624 Q03398 T01 Piggyback Base 25 1 Lb Reference(optional) Stark Truss Company,Inc.,North Kingstown,RI 02852 8.210 s Feb 23 2018 MiTek Industries,Inc. Fri Jun 8 13:32:07 2018 Page 2 ID:cppQyPsT6DsrCtvu7j7Vf)tzIAUA-yJtfn,ALJA7aOS81 Bd3wdquXomt8vSrAkmO?1 uaz8KVM LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=74,4-7=-74,7-10=74,16.19=20 Concentrated Loads(lb) Vert:24=-300 28=-300 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2d15 BEFORE USE. Ems Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not e a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design into the overall Mal building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPIt Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Chesterfield,MO 63017 i Job Truss Truss Type Qty Ply 133619625 Q03398 T01GE Piggyback Base Supported Gable 2 1 Job Reference(optional) Trussco, North Kingstown,RI.02852, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jun 8 13:15:20 2018 Page 1 ID:cppQyPsT6DsrCtvu7j7VgtzIAUA-R4A3sLx9KbS3pmhIG8Z4moKv7xdB?bh WCrZF3Sz8K15 12-5-8 1 27-M 40-0-0 12-5.8 15-1-0 12-5-8 Scale=1:70.1 3x6 i 3x6 8 9 10 11 12 13 14 15 16 17 18 I 10.00 12 7 19 6 20 5 21 q ` 3x6/� 4 22 4 3 j 3' 23 2 24 1 25 "1 1^ 3x8 11 3x8 11 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 5x5 = 5x5= 4000 40-0-0 Plate Offsets(X,Y)— [1:0-3-8,Edge],[1:0-0-10,0-3-9],[1:0-0-5,0-0-6],[3:0-2-4,Edge],[9:0-3-0,0-0-4],[17:0-3-0,0-0-4],[23:0-2-4,Edge],[25:0-3-8,Edge),[25:0-0-10,0-3-9], 125:0-0-5,0-0-61.133:0-2-8.0-3-01.[37:0-2-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL Snow(roof) 26.9/300 Plate Gripi DOL 1.15 TC 0.10 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.02 25 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-SH Weight:265lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SPF No.2 2-0-0 oc puffins(6-0-0 max.):9-17. OTHERS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE WEBS 1 Row at midpt 13-35,12-36,11-37,10-38,8-39,7-40, Left:2x4 SPF 165OF 1.5E,Right:2x4 SPF 16501 1.5E 14-34,15-33,16-32,18-31,19-30 REACTIONS. All bearings 40-0-0. (lb)- Max Horz 1>307(LC 10) Max Uplift All uplift 100 lb or less at joint(s)35,36,37,38,39,43,34,33,32, 27,25 except 1-145(LC 12),40=123(1-C 14),41-101(LC 14),42=-106(LC 14), 44=-164(LC 14),30=-128(LC 15),29=-100(LC 15),28=106(LC 15),26=-156(LC 15) Max Grav All reactions 250 Ib or less at joint(s)35,36,37,38,39,40,41,42, 43,34,33,32.31,30,29,28.27,25 except 1=260(LC 14),44=259(LC 25), 26=250(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=395/285,2-4=260/224,7-8=-223/261,18-19=223/252,24-25=313/222 BOT CHORD 1-44=180/261,43.44=180/261,42-43=180/261,41-42=180/261,40-41=-180/261, 39-40=180/261,38-39=-180/261,37-38=180/261,36-37=-179/261,35-36=179/261, 34-35=179/261,33-34=-179/261,32-33=-180/261,31-32=-180/261,30-31=-180/261, 29-30=180/261,28-29=180/261,27-28=180/261,26-27=-180/261,25-26=180/261 N.OF MqS NOTES- �y> S90y 1)Unbalanced roof live loads have been considered for this design. XUEGANG G 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed; LIU MWFRS(envelope)gable end zone and C-Cl Comer(3)0-0-0 to 4-0-0,Exterior(2)4-0-0 to 12-5-8,Comer(3)12-5-8 to 16-5-8, 0 Exterior(2)16-5-8 to 27-6-8,Comer(3)27-6-8 to 31-6-8,Exterior(2)31-6-8 to 40-0-0 zone;cantilever left and right exposed;end 0 STRUCTURAL co vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No.43283 3)Truss designed for wind loads in the plane ofithe truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)TCLL:ASCE 7-10;Pr=30.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=35.0 psf(ground snow);Pf=26.9 psf(flat FSSJONAL ENC� roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;Ct=1.10,Lu=50-0-0 5)Provide adequate drainage to prevent water ponding. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. t . 8)Gable studs spaced at 2-0-0 oc. W4 9)This truss has been designed for a 10.0 psf Bottom chord live load nonconcurrent with any other live loads. 10) •This truss has been designed for a live Toed of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide June 8,2018 ®WARNING-Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not k a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing ofjlrusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 I Job Truss Truss Type Qty Ply I 133619625 Q03398 T01GE Piggyback Base Supported Gable 2 1 ob Reference optional) Trussco, North Kingstown,RI-02852, 8.220 s May 24 2018 MiTek Industries,Inc.Fri Jun 8 13:15:21 2018 Page 2 I D:cppQyPsT6 DsrCtvu7j7VgtzlAUA-vGkR4hyn4uawRwGyq s4J 17t4tLzQk2xfRVJobuz8 Kl4 NOTES- 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)35,36,37,38,39,43,34,33,32,27,25 except(it=lb) 1=145,40=123,41=101,42=106,44=164,30=128,29=100,28=106,26=156. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. i i I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mil-7473 rev.1010312015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �a a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION rc Center plate on joint unless x,y 6-4-8 dimensions shown in It-in-sixteenths Failure to Follow Could Cause Property 4 s not to scale)(Drawing Damage or Personal Injury offsets are indicated. 9 1 fY 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 c2-3 2. Truss bracing must be designed by an engineer.For �'�16 4 wide truss spacing,individual lateral braces themselves O WEBS Q�Q may require bracing,or alternative Tor I T m p bracing should be considered. O= O U m 3. Never exceed the design loading shown and never CL U stack materials on inadequately braced trusses. O p� 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 c6a c5-e f designer,erection supervisor,property owner and plates 0- 'lid'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This Symbol indicates the JOINTS ARE GENERALLY NUMBERED/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 ANSI/TPI 1. connector plates. THE LEFT. P 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIrFPI 1. 'Plate location details available in MiTek 20120 NUMBERS/LETTERS. software or upon request 8. Unless otherwise noted,moisture content lumber shall not exceed 19%at time of fabrication.. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 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,sae,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and sae,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 output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 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 other'. - `- - ---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 MiTekG All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size Shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Tn1SS Construction. and pictures)before use.Reviewing pictures alone Nil DSB-89: Design Standard for Bracing. MiTek is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 Job truss Truss Type y 003398 Pe01 GABLE 2 1 Job Reference(optional) Stark Truss Company,Inc.,North Kingstown,RI 02852 8.100 s Apr 9 2017 MiTek Industries,Inc. Wed Feb 14 17:11'58 2018 Pagge 1 ID:cppQyPsT6DsrCtvu7j7VgtzlAUA-OfpHofineefogCd3d38tPJH 14PBF035h5OsJ 18mzlALF 7-6-8 1 7-8-8 7-6-8-6-8 Scale=1:51.3 10.00 12 4 6 15 16 3 T 1 7 IC ET2 m 1 98 c� Io 'o 3x4= 14 13 12 11 10 3x4= 15-1-0 15-1-0 Plate Offsets(X Y)-- [2:0-2-1 0-1-81 [8:0-2-1,0-1-8) LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 9 n/r 180 MT20 197/144 Snow(Pf/Pg)26.9/35.0 Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 9 n/r 90 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 * Code IBC2015/TPI2014 Matrix-SH Weight:58 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-9-14. (lb)- Max Horz2=174(LC 13) Max Uplift All uplift 100 lb or less at joint(s)2,13,11 except 14=-158(LC 14),10=-158(LC 15) Max Grav All reactions 250 lb or less at joint(s)2,8,12,13,11 except 14=313(LC 26),10=313(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-3-3 to 3-6-8,Interior(1)3-6-8 to 7-6-8,Exterior(2)7-6-8 to 10-6-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)TCLL:ASCE 7-10;Pr=30.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;Ct=1.1 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 26.9 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*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 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,13,11 except(jt=lb) 14=158,10=158. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S)Standard � S Job Truss fUSS Type y in Q03398 P802 Piggyback 25 1 Job Reference o tional Stark Truss Company,Inc.,North Kingstown,RI 02852 8.100 s Apr 9 2017 MiTek Industries,Inc. Wed Feb 14 17:11:59 2018 Pagge 1 I D:cppQyPsT6 Ds rCtvu7j7VgtzIAUA-ssNP?nGPzwhq negd rOesVaCQbaGoY H Fd W 3bg DzIAL E 7-6-8 15-1-0 7-6-8 7-6-8 4x4= Scale=1:37.3 4 10.00 12 11L12L 1.5x4 II 1.5x4 11 TIc 3 T 2 `h1ZZ 7 Io =� a a 3x4= 10 13 9 14 8 3x4= 1.5x4 11 1.5x4 11 1.5x4 11 15-1-0 15-1-0 Plate Offsets(X Y)-- [2:0-2-1 0-1-8] [6:0-2-1,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) 0.00 6 n/r 180 MT20 197/144 Snow(Pf/Pg)26.9/35.0 Lumber DOL 1.15 BC 0.13 Vert(CT) 0.00 7 n/r 90 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 * Code IBC2015/TPI2014 Matrix-SH Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-9-14. (lb)- Max Horz2=-174(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2,6 except 10=-222(LC 14),8=-222(LC 15) Max Grav All reactions 250 lb or less at joint(s)2,6 except 9=393(LC 26).10=448(LC 26),8=447(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-10=-346/259,5-8=-345/259 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-3-3 to 3-6-8,Interior(1)3=6-8 to 7-6-8,Exterior(2)7-6-8 to 10-6-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr-30.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 26.9 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*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 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6 except at--lb)10=222 ,8=222. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S)Standard Job Truss russ Type y y a, Q03398 T01 Piggyback Base 25 1 Job Reference(optional) Stark Truss Company,Inc.,North IGngstown,RI 02852 8.100 s Apr 9 2017 MiTek Industries,Inc. Wed Feb 14 17:12:02 2018 Pagge 1 ID:cppQyPsT6DsrCtvu7j7VgtzIAUA-GQ3ndOp9ftlGhENPlzyLT7CY1 oS5?izhJ UHFHYzIALB 6-3-2 12-5-8 '17-5 13 22 5 3 ___ 27 r8 _i _ 33- 14_ 40-0-0 6 3 2 6-2-6 5-0 5 5-0-5 5_: 6 8-2 6 63 2 Scale=1:68.4 5x8 i 4x4= 4x4= 5x8 10.00 12 4 52& 25 V W628,, 7 T 3x6 ii 3x6�\ 1.5x4\\ 3 8 1.5x4 23 W3 4 W3 29 2 9 4 0 2 30 1 1 HW1 Ri HVU1P 0 31 32 15 33 14 34 13 35 12 36 11 37 38 3x8= 4x8= 4x4= 4x8= 3x8= 5x8 II 5x8 II 10-0-6 20-0-0 29-11-10 _ 40-0-0 10-0-6 9-11-10 9-11-10 —— 10-0-6 Plate Offsets(X,Y)-- [1:0-3-8 Edge],[1:0-0-10,0-3-9],[1:0-0-5,0-0-6],[4:0-4-10,0-1-10],[7:0-4-10,0-1-10],[10:0-0-5,0-0-6],[10:0-0-10,0-3-9],[10:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.33 13-15 >999 360 MT20 197/144 Snow(Pf/Pg)26.9/35.0 Lumber DOL 1.15 BC 0.83 Vert(CT) -0.55 13-15 >872 240 TCDL 10.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 * Code IBC20151TPI2014 Matrix-MSH Weight:194 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 165OF 1.5E*Except* TOP CHORD Structural wood sheathing directly applied,except T3:2x4 SPF No.2 2-0-0 oc purlins(3-5-11 max.):4-7. BOT CHORD 2x4 SPF 1650F 1.5E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 132:2x4 SPF 21 OOF 1.8E WEBS 1 Row at midpt 5-15,5-13,6-13,6-11 WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be WEDGE installed during truss erection,in accordance with Stabilizer Left:2x6 SPF 165OF 1.5E,Right:2x6 SPF 165OF 1.5E Installation guide. REACTIONS. (lb/size) 1=2178/0-5-8 (min.0-3-10),10=2178/0-5-8 (min.0-3-10) Max Horz 1=-299(LC 10) Max Upliftl=-358(LC 14),10=-358(LC 15) Max Grav 1=231 9(LC 2),10=2319(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib;.or less except when shown. TOP CHORD 1-22=-3174/557,2-22=-2909/580,2-23=-2911/601,3-23=-2879/606,34=-2745/650, 4-24=-1799/522,5-24=-1799/522,5-25=-2388/602,25-26=-2388/602,26-27=-2388/602, 6-27=-2388/602,6-28=-1799/522,7-28=-1799/522,7-8=-2745/650,8-29=-2879/606, 9-29=-2911/601,9-30=2909/580,10-30=-3174/557 BOT CHORD 1-31=-477/2358,31-32=477/2358,15-32=-477/2358,15-33=368/2363,14-33=-368/2363, 14-34=-368/2363,13-34=-368/2363,13-35=-324/2363,12-35=-324/2363, 12-36=-324/2363,11-36=-324/2363,11-37=-330/2322,37-38=-330/2322, 10-38=-330/2322 WEBS 2-15=438/333,4-15=-255/1407,5-15=-1148/344,5-13=-60/323,6-13=-60/323, 6-11=-1 148/343,7-11=-255/1407,9-11=-438/333 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=6.Opsf,BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-0-0 to 4-0-0,Interior(1)4-0-0 to 12-5-8,Exterior(2)12-5-8 to 33-2-6,Interior(1)33-2-6 to 40-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr-30.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=50-0-0 4)Provide adequate drainage to prevent water ponding. 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 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)1=358, 10=358. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)319 lb down and 70 lb up at 17-0-0, Con 1Q1o� $V2 and 70 lb up at 23-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. � 4 Job russ russ ypeIR7 Q03398 T01 Piggyback Base 25 Job Reference(optional) Stark Truss Company,Inc.,North Kingstown,RI 02852 8,100 s Apr 9 2017 MiTek Industries,Inc. Wed Feb 1417:12:02 2018 Page 2 ID:cppQyPsT6DsrCtvu7j7VgtzIAUA-GQ3ndOp9itIGhENPlzyLT7CY 1 oS5?izhJUHFHYzIALB LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-74,4-7=-74,7-10=-74,16-19=-20 Concentrated Loads(lb) Vert:24=-300 28=-300 ' r o russ russ ype 17, Q03398 T01 GE Piggyback Base Supported Gable 2 Job Reference(optional) Stack Truss Company,Inc.,North Kingstown,RI 02852 8.100 s Apr 9 2017 MiTek Industries,Inc. Wed Feb 14 17:12:04 2018 Page 1 ID:cppQyPsT6DsrCtvu7j7VgtzIAUA-DpBY2vPEVY wYWnQO_pZYH5mcIRToH_momMLQzIAL9 12-5-8 27-6-8 40-M 12-5-8 15-1-0 r 125-8 Scale=1:69.4 3x6 3x6 O 8 g 10 11 12 13 14 15 16 17 18 10.00 12 7 19 6 20 T 5 1122 0 s6 7 6 3x6�i 4 5j23 3 3 2 24 2 1 1 25 H 1 HVVII a 3x8 II 3x8 It 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 5x5= 5x5= 40-0-0 40-0-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-10.0-3-9],[1:0-0-5,0-0-6],[3:0-2-4,Edge],[9:0-3-0,0-0-4],[17:0-3-0,0-04],[23:0-2-4,Edge],[25:0-3-8,Edge],[25:0-0-10,0-3-9],[25:0-0-5 0-0-61 [33:0-2-8,0-3-01 [37:0-2-8 0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)26.9/35.0 Lumber DOL 1.15 BC 0.07 Vert(CT) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.02 25 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-SH Weight:265 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):9-17. OTHERS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE WEBS 1 Row at midpt 13-35,12-36,11-37,10-38,8-39,7-40,14-34, Left:2x4 SPF 1650F 1.5E,Right:2x4 SPF 1650F 1.5E 15-33,16-32,18-31,19-30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 40-0-0. (lb)- Max Horz 1=-307(LC 10) Max Uplift All uplift 100 lb or less at joint(s)35,36,37,38,39,43,34,33,32, 27,25 except 1=-145(LC 12),40=123(LC 14),41=-101(LC 14).42=-106(LC 14), 44=-164(LC 14),30=-128(LC 15),29=-100(LC 15),28=-106(LC 15),26=-156(LC 15) Max Grav All reactions 250 lb or less atjoint(s)35,36,37,38,39,40,41,42, 43,34,33,32,31,30,29,28,27,25 except 1=260(LC 14),44=259(LC 25), 26=250(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-395/285,2-3=-260/201,3-4=-259/224,7-8=-223/261,18-19=-223/252, 24-25=-313/222 BOT CHORD 1-44=-180/261,43-44=-180/261,42-43=-180/261,41-42=-180/261,40-41=-180/261, 39-40=-180/261,38-39=-180/261,37-38=180/261,36-37=-179/261,35-36=-179/261, 34-35=-179/261,33-34=-179/261,32-33=-180/261,31-32=-180/261,30-31=-180/261, 29-30=-180/261,28-29=-180/261,27-28=-180/261,26-27=-180/261,25-26=-180/261 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Corner(3)0-0-0 to 4-0-0,Exterior(2)4-0-0 to 12-5-8,Corner(3)12-5-8 to 31-6-8,Exterior(2)31-6-8 to 40-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)TCLL:ASCE 7-10;Pr=30.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=50-0-0 5)Provide adequate drainage to prevent water ponding. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 oruss Truss ype y y , Q03398 1,101GE Piggyback Base Supported Gable 2 1 Job Reference(optional) Stark Truss Company,Inc.,North Kingstown,RI 02852 8.100 s Apr 9 2017 MiTek Industries,Inc. Wed Feb 1417:12:04 2018 Pagge 2 ID:cppQyPsT6DsrCtvu7j7VgtzIAUA-DpBY2irPEVY wYWnQO_pZYH5mcIRToH_momMLQzIAL9 NOTES- 10)*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 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)35,36,37,38,39,43,34,33,32,27,25 except Gt=lb)1=145, 40=123,41=101,42=106,44=164,30=128,29=100,28=106,26=156. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z 3 7 Parcel �(o Z Permit# 7L Health.Division 9�' �. ���Z�7 �� Date Issued V, / 9 t C C ��' 1C SEpjgC SYSTEM MUST BE Conservation Division ;7y Tax CollectoI. N r INSTI Treasurer — ENVIRONMENTAL CODE AND f g TOWN REGULATIONS Planning Dept. Date Definitive Plan Approved by Planning Board 3,� kw CZ a �✓�.� �ru�✓-�rl Historic-OKH Preservation/Hyannis " Project Street Address " k G-M Cross- r D Village m(S fa e Owner CITZL2z L Address �Wir kk f?,60 m 6yss//� Telephone 3 �J Permit Request (�co r1C ray Square feet: 1 st floor:-exiAsag proposed 2nd floor:existing N� proposed Total new Estimated Project Cost 0 Zoning District Flood Plain Groundwater Overlay INV— Construction Type &)/06 C Lot Size �, / c� Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure X1 Historic House: ❑Yes ❑No On Old King's Highway: )4Yes ❑No Basement Type: O Full ❑Crawl t(Walkout ❑Other Basement Finished Area(sq.ft.) /J/ Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: Gas. ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new •size Barn:❑existing ❑new size Attached garage:❑existing Z new size Shed:❑existing ❑new' size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes >No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name 66 d 00Deg Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE J DATE FOR OFFICIAL USE ONLY Z% : rEIZMIT NO. � t DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER , DATE OF INSPECTION:;# -- FOUNDATION r o � � ITS FRAME LJ�,� •' s INSULATION ' FIREPLACE ' ELECTRICAL: ROUGH FINAL z — PLUMBING: ROUGH - FINAL * i GAS: .ROUGH' FINAL FINAL BUILDING. DATE CLOSED OUTr s` ASSOCIATION PLAN NO.•rt ° TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 237 062 GEOBASE ID 14760 ADDRESS 56 TWICKENHAM CROSSING PHONE BARNSTABLE. ZIP - LOT 3 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 41981 DESCRIPTION SINGLE FAMILY HOME (BLDG PMT 036784) PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: PA BOND $.00 � CONSTRUCTION COSTS $.00 756 CERTIFICA E OF OCCUPANCY 1 PRIVATE PI' '. Effi * BARNSTABM ; MASS. . FD RIB BUILDIN IYIS 'jq-q BY DATE ISSUED 10/26/1999 EXPIRATION DATE TOWN OF BARNSTABLE _.' BUILDING PERMIT PARIQEL 237 06 } GEOBASE ID 14760 T U ADDRESS 55 TWIC NHAM 4RO$SINQ 4 PHONE BARNSTABL ZIP LOT 3 .BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 36784 DESCRIPTION FULL! 2 ST. COLONIAL/2BR�21/2BA/GAR.LATE/9880 PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMMTT CONTRACTORS: PROPERTY OWNER Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: �,$279.00 BOND 1 $.00 ? CONSTRUCTION COSTS $90. 00.00 161 SINGLE FAM HOME DETACHED 1 .r PRIVATE t 4 �� * iAItNSTABLE. • � MA83. FD R� BUILDING DIVISION BY DATE ISSUED 03/0i/1999 EXPIRATION DATE � , ` TO OF BARNS".I.�ABLE BUILDING PERMIT c RARCHt"-ID 2.37 98� ,4 �A.,.,. €I?OBASE. ID,, 14760 ADJAESS 88 `.�WIG�ENHAM CROSSING PHO :E - BAR➢IST.ABl A, ; `' '� ZIP _ LOT 8 w 4 BLOCK LOT SI�E DBA DEVELOPMENT S�ISTRICT BA PERMIT 36784 DESCRIPTION FLTLTr 2 ST, Ct LONIAL/2BR/21/2BA/GAR,.LATE/9880i PERMIT TYPE .X;13U110'," TI.'TL E' NEW RESIDENTIAL 'BI DG, PMT CONTPACT-0 PROPERTY f OWNED � Depart ent of Health, Safety A�PxaT� S and Environmental Services `r"QTA`t' FEES' : 1$279.00 �THE BOND $.00 CONSTRUCTION COSTS $90,000.00 «� . 101' S1 NGLE FAM HOME DETACHED 1 PRIVAIE ASrABM t: MM& p1 ti BUILDINQ"IM SLOI�ti BY � � : .• � DATE ISSUED 03/01/1999 EXJ'?IRATIO�ATE THIS PERMIT CONVEYS NO RIGHT TO OCCUP"ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROMTHE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE� ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. p ® e D 0 e e o e BUILDING INSPECTION APPROVALSPLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1-1-12 ,c( 2 ,/ 2 / 2 PU6 S ., �_�_ WY ZA0 3 � 1 HEATING INSPECTION APPROVALS aG=W 2 BOAR OF HEALTH IEW APPROVAL APPROVED TOWN OF RARNSTABLE - �r BUIL NG INSPECTORS' .,�� rnvc.cw vrvn�- rcmm�-rr COME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PROJECT NAME: - A�L S11:1111-ce ADDRESS'; 6L Cvass-e-44T o, PERMIT# O Z O ,T DATE: f MIP:_ :7- 6 65 �-- LARGE ROLLED PLANS ARE Ili: BOX 3 P SLOW o� DATE: q/wpfiles/archive The Town ®f Barnstable } °FTMt ►o Department of Health Safety and Environmental Services ' Building Division B EMSPABI.E. ' 367 Main Street,Hyannis MA 02601 mASS Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print or' v �Zhr JOB LOCATION: .�� 7-GJ!!��%/�/C��% Nj (�.i o t,r i j�/C� /3 4Z V S,i � ale number street village -1 /'HOMEOWNEW':J,�/�s' ,1IG:J/ E7 C"�1,,t2LU'2?./' �7 (o7g1 77s �l®r/L/ name home phone# work phone# CURRENT MAILING ADDRESS: eD clj�/�/'/Jf0.y i/F j 4 2` 5- city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as su en rvisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for-all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum ' ction proce and requirements and that he/she will comply with said procedures and r�quir S. S' nature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:FORM&EXEMPT ' `�,MErTq; n The Town of Barnsiablp � _ BARN ABLE. ' Department of Health Safety and Environmental Services prF 639. Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection �1 ►� Location s C.V-e4-N� G-L^-, Permit Number 3 CD —1 Owner , C.._ ykf -2 q Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: C-2) f c Co C• ' \S P\-1 4 �``Q'C 1-j r 5 Please call: 508-862-4038 for re-inspection. Inspected by --- Date Z2 ° �'� �Al °F IME The Town ®f Barnstable MAM Department of Health Safety and Environmental Services ArFDMA'ta Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW Owner: C ��,�.,��`�1 Map/Parcel: 2- Project Address: T u� U `A Builder: The following items were noted on reviewing: Cb �= 'P,E C'�y 1 V ('VU�E Please call 508 862-4038 for re-inspection. Ui444 by: '31Bm'i Y Date: q:building:fbnns:review l MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 I Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 3-1-1999 DATE OF PLANS: 03-01-99 TITLE: 53 TWICKINGHAM CROSSING PROJECT INFORMATION: RAYMOND CARLOZZI COMPLIANCE: PASSES Required UA = 366 Your Home = 364 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value U ---------------------------------------------------------------------------- CEILINGS 1176 30.0 0.0 4 WALLS: Wood Frame, 16" O.C. 1686 19.0 0.0 10 GLAZING: Windows or Doors 512 0.310 15 DOORS 42 0.570 2 FLOORS: Over Unconditioned Space 1176 30.0 0.0 3 ---------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load, if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4 .4. Builder/Designer Date MASchebk INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 53 TWICKINGHAM CROSSING DATE: 3-1-1999 Bldg. Dept. Use CEILINGS: [ ] 1. R-30 `i Comments/Location I WALLS: [ ] 1. Wood Frame, 16" O.C. , R-19 Comments/Location WINDOWS AND GLASS DOORS: [ l 1. U-value: 0.31 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location �I DOORS: [ ] 1. U-value: 0.57 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-30 Comments/Location I AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2 . Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. ' VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts shall be insulated per Table J4.4 .7. 1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer' s installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4 .4. [ ] SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ ] I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in. ) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2 .5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2 .0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 0-1.25" 1.5-2 .0" 2.0+1' 170-180 0.5 1.0 1.5 2 .0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- oFTMe The Town of Barnstable ansxsrnsM 9. Department of Health Safety and Environmental Services ArEDN1o'1� Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner January 6, 1999 Mr.Raymond Carlozzi P.O. Box I Osterville,MA 02655 RE: 56 Twickenham Crossing,Barnstable,MA Dear Mr.Carlozzi: In response to your inquiry regarding Lot#3,Twickenham Crossing,Town of Barnstable Map 237/Parce1062),the lot meets all of the Town's zoning requirements and is considered a legally buildable lot. I hope this will be of help to you. Sincerely, �f Richard G. Stevens Building Inspector RGS:lb g990106a QUERY PROPERTY: QUERY END QUERY PROPERTY PENTAMATION------------------------------------------------------------ 10/06/95 PARCEL ID 237 062 GEO ID 14760 LOT/BLOCK 3 DBA PROPERTY ADDRESS OWNER CIBOROWSKI 56 TWICKENHAM CROSSING JEAN 7 PARKTON RD Barnstable JAMAICA PLAIN MA 02130 PHONE DISTRICT BA DEVELOPMENT STATUS C ASSESSOR'S CODE CAPACITY(NOTES) ZONING DIST/ZOC RF SEWER SYSTEM FLOOD PLN/ELEV. WATER SYSTEM OKH? Y # BEDROOMS ZBA DECISION FAMILY APT LOT SIZE 85377.6 OPER/MGR NAME WET LANDS MULT ADDRESS USE 131 (N)EXT / (P)REVIOUS / NO(T)ES / PER(M) ITS / (V) IOLATIONS / (G)EOBASE / (E)XIT gsq a s.is � R$a ve y�GsZ� i4. awry v �� [ r. rr • 'N.opY a s e str9 8 a r�4Yi•qoz - ac.a --�.. •]eo - _ _ 4 ti � - Sf0"W'iD'w t]I.yY - 3i'17]•00'W laQH - 5799�PJD� { _ `_ ; 1!a !'tlt4i� liR i•rp r.�a�< •aasc t0�1FOE � _ _ - tll - ' �� i s a`pt�O ar fsf� - '< `s II 1®24• trLfs —s _ . C 4 r 4. .`� C "2LP '�Sa=SSSTG.- -- - _3_ .�' ':.�* ' - <' w�S.F ��( Y�'�"x ♦� �•••1�-IDS ��Z- - �-• - - . •�.�; - �- -. �_ - - -<.. . *1 .. i 'R i•'', 5r Yr r, ` ■it`rr'a0�+v � '� �nlrMal I . ._. ,. �� ., •��:; ;fir'; 1I' 6DG o. CoPotA �X1�} ✓MCt r i i i lX 0.11 %aotzRL CrStNtr i �F µ OF SHAWN �.L�1.-1. _._L: •- _ __._ _ o M eINNES U; U CIVIL. Q 0.4138 �( 'per � �S � ����•_ �s3/0NAL ECG° wrtqlr .✓.s�Y�.''•+.9ws+rwn4a +�wwrlw'..i..rya�eu.....s��na..� M SCALE; '/y"� bI' APPROVED BY: DRAWN BY DATE: 7 REVISED Q DRAWING NUMBER �._.. LIL.. III i2,.z• C�.A'��ocrw ust,:�,,�C. Si�tN�t` �jN OF fdg boa SHAWN �\ o MacINNES CIVIL o No.41328 Qr �F T eR��� FSS`ONAL C� e SCALE: Ll _ �„6 tt APPROVED ED BY: DRAWN BY DATE: REVISED DRAWING NUMBER i i J i i t E } i A IL N Or i,fasc�. SHAWN M&cINNES 'a � � U CIVIL v, � .41328 � T S/ONAL Ea f SCALE; 1/l11" I!^ , y APPROVED BY; DRAWN BY DATE: REVISED E -Lt 0 DRAWING NUMBER _ 5 FLL "_.itvCt .._c3trh_.'�'7. .tNt_ _!'>! 'E+ .._T�'P• 1 � r i "w-,wr...�,..+�++.-.o.`...o.�-..�..ru.w....•u.a.o�...w+way.-�e..»..w��w..-�.�� i w,wraa�w.+.+..v�.w+..w.�+r�ww+w.a..•+wnm+..vaw+•+..`+,v�. . T .,3 a rA , l f ii SEE SHEETS 5-12 FOR 36 - FRAMING DETAILS O tyk- r- 12" SONOTUBE ry W1 TB36 ¢a �1 "BIGFOOT" W _► BASE W! cw SIMPSON ABU66Z POST BASE AND 4' FROST PROTECTIO a N (TYP.) ��P�j1-t Of P/rgss9�, SHAWN �s\ o Mz-eINNES cwIL c 1 No.41328 T G\�� µ; S/ONAL E4-11 l _ y' X �•� wr 9 1i SCALE:(- 1/L1t� } oil APPROVED By: DRAWN 8Y KAM t 0 f.t 31 Q I' t � + �!; �� fy � � � � ts, '" DATE: ' REVISED 1 F_V Q, Am ow pl V DRAWING NUMBER I - �'�'_���_�N�7CN�'@1�.&� �'.A�__.I�t�.:���s .:.�..: .t�7'?� 5� �.P�C•�.7�.t��JS to me Lb lr Gd* + f/ -3t3 r. t S jxJtl __ �S(; /��SL��r17'! 1�'ZC ya•satc.+as E •c i+' VjtA tl _ ilz !?.A(�_ `'•�r?A�C - 40 TOOL SHOP FLOOR TO BE COMPACTED SOIL AT — SAY. GRADE OR GRAVEL ,I ax lu16kaL o \ZNOf1.f Sq IT �o�v SHAWN cys �� t„ ►�r o MacINNES, o ciVIL o .413Z8 Q e� 12" SONOTUBE W/ TB36 S,oNAL "BIGFOOT" BASE W/ SIMPSON ABU66Z POST BASE AND 41 FROST PROTECTION (TYP.) t - SCALE: J1 q It a {loll APPROVED BY* DRAWN BY DATE: 11`�S{ i REVISED EC n .+ DRAWING NUMBER 6 I I . its W10X19 STEEL BEAMS BETWEEN HSS 5X5X1,14 HSS COLUMNS D W10x19 on HSS 5x5x1/4 r W10x19 on HSS 5x5x1/4 c y71 (3) 1 3/4 X 11 7/8 2.0E MICROLLAM LVL %a o.c CONTINUOUS HEADERS BETWEEN HSS 5X5X1/3 HSS COLUMNS I it 112 � SHAWN b( Mai'INNES `,� cn 11 CIVILcn �o No.4I3Z8 _ ASS/CNA L 'rE_ i t- SCALE.I tt t) APPROVED BY: DRAWN By N =1 ( DATE: REVISED DRAWING NUMBER I r . x+ Gr sz 1� "h"S PACA flag x t,E'rGt�v Est 41tito-c. �... r._ �..,.. TOOL SHOP FLOOR TO BE COMPACTED AT GRADE OR I ��y`I• t �� GRAVEL - -o 12" SONOTUBE W/ TB36 YF�! 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Q o Q s�'�`� r� PLAX y , I- - — - _ J wSomemit ,vitw as�8r1 A t? S 7v 4U.Dw W r6 7O MAW 3 ri -a ��`r�'(iiOl r�gSSq�S SHAD" 10 MaeINNEs CIVIL No.41328 IST �SS/ONAL ECG r Zia c c.2.•.4-t+ ►z f'oo� pkmc�2 G i �20SS'/il/G ti Z- it a aNq �• 9� cs \\ Do do t Ze , ZE` h EV- T�� of l`J M $d sepm 84 t r - r ED RDG /KELLEY L , 's No. 26100 �d L L /V 4, C2>r`Y.�a "ram,�.�s ass o .qss v, ► -z, D.ga'-v /�G ��-x: -- fit 'Ple. Z 86 p4rlz. z